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Item 30 - 4th and Mortimer Mixed-Use Development Project Located at 409 and 509 East Fourth Street
Planning and Building Agency www.santa-ana.org/planning-and-building Item # 30 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report November 19, 2024 TOPIC: 4th and Mortimer Mixed-Use Development Project Located at 409 and 509 East Fourth Street AGENDA TITLE Third One-Year Extension of Site Plan Review No. 2020-03 and Variance No. 2020-06 for the 4th and Mortimer Mixed-Use Development Project Located at 409 and 509 East Fourth Street RECOMMENDED ACTIONS 1. Adopt a resolution approving a third and final one-year extension of Site Plan Review No. 2020-03 and Variance No. 2020-06 to December 15, 2025. RESOLUTION NO. 2024-XXX entitled A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA ANA APPROVING A THIRD ONE-YEAR EXTENSION OF SITE PLAN REVIEW 2020-03 AND VARIANCE NO. 2020-06 FOR THE 4TH AND MORTIMER MIXED-USE DEVELOPMENT LOCATED AT 409 AND 509 EAST FOURTH STREET 2. Determine that, pursuant to the California Environmental Quality Act (CEQA) and the CEQA Guidelines, the extension for this project is exempt pursuant to Section 15061(b)(3). This determination has been made as it has been determined that the proposed action to extend the existing, approved entitlement does not have the potential to cause a significant effect on the environment, as the existing, approved entitlement has already been evaluated pursuant to CEQA. GOVERNMENT CODE §84308 APPLIES: Yes DISCUSSION On October 12, 2020, the Planning Commission unanimously approved Site Plan Review No. 2020-03, for a development project over four stories in height, and Variance No. 2020- 06, to allow an increase in the allowable building size and massing, to facilitate the construction of a new mixed-use residential and commercial development project located at 409 and 509 East Fourth Street. On October 22, 2020, an appeal (Appeal No. 2020- 02) to the project was filed by Michael Lozeau with Lozeau Drury, LLP, on behalf of the Supporters Alliance for Environmental Responsibility (SAFER). On December 1, 2020, 4th and Mortimer Mixed-Use Development Project Located at 409 and 509 East Fourth Street November 19, 2024 Page 2 4 6 3 0 the City Council denied Appeal No. 2020-02, upholding the determination of the Planning Commission to approve the subject entitlements. Pursuant to Section 41-647 of the Santa Ana Municipal Code (SAMC), entitlements such as variances automatically become void should the property owner fail to institute an action to comply with the provisions of the entitlements within two years of its approval. This section also allows the property owner to request an extension of the entitlement up to a period of three years from the date of the expiration. The subject entitlements were in effect until December 15, 2022. However, the applicant experienced delays in moving the project forward and constructing the development. During this time, a state of local emergency was declared stemming from the COVID-19 pandemic, which provided relief to residential developers by extending approvals of residential entitlements to December 31, 2022. By September of 2022, the applicant had not obtained the required building permits for development of the project. As a result, on September 9, 2022, the applicant submitted a request for a one-year extension to ensure the entitlements remain valid by the time permits were ready for issuance. On December 6, 2022, the City Council voted unanimously to extend the entitlements for the development for a period of one year to December 15, 2023. On August 1, 2023, the applicant obtained all required building permits for development of the project, including demolition permits for existing buildings at both project sites, and paid over $4.5 million in City permitting and impact fees. On September 27, 2023, the applicant filed a request for a second one-year extension through December 15, 2024. This was due to increased cost of materials, changes in construction loan interest rates, labor shortage, and market changes affecting the applicant’s ability to develop the project. Specifically, increases in interest rates impacted construction loans and land development costs, resulting in additional delays to the project’s ability to begin vertical construction by December 2023. On December 5, 2023, the City Council voted unanimously to extend the entitlements for the development for a period of one year to December 15, 2024. Lastly, although vertical construction of the project did not commence in 2023, the applicant did complete demolition of all existing onsite buildings, including the former Northgate market, so that the site will be ready for development once ready to proceed with construction. Analysis To date, the applicant has been unable to secure acceptable construction financing to start the project. Similar to 2023, this is due to high interest rates affecting construction loans and land development costs, resulting in additional delays to the project’s ability to begin vertical construction. Current loan interest rates have been 300-500 basis points above historical norms, which not only increases the cost of construction financing, but also constricts the flow of lender dollars for construction projects. However, given the drop 4th and Mortimer Mixed-Use Development Project Located at 409 and 509 East Fourth Street November 19, 2024 Page 3 4 6 3 0 in inflation measures and the Federal Reserve’s recent 50-point rate drop, the applicant has expressed optimism to staff that rates will continue to fall and more favorable construction financing terms will be available in 2025. As a result, the applicant is requesting a third and final one-year entitlement extension pursuant to Section 41-647 of the SAMC. On June 11, 2024, the project building permits were extended until January 31, 2025, by the City’s Building Official. Therefore, the applicant intends to begin vertical construction by the first quarter of 2025, in order to effectuate its entitlements within a timely manner. The applicant remains committed to building this project, as evidenced by their choosing to pull building permits and paying over $4.5 million in permitting and impact fees to date. Since the applicant has obtained building permits, paid permitting and impact fees, and completed demolition, the Planning Division recommends that the entitlements for the development be extended for a period of one year to December 15, 2025. ENVIRONMENTAL IMPACT In accordance with the California Environmental Quality Act, the approval of the time extension is exempt from CEQA per Section 15061(b)(3). This determination has been made as it has been determined that the proposed action to extend the existing, approved entitlement does not have the potential to cause a significant effect on the environment, as the existing, approved entitlement has already been evaluated pursuant to CEQA. FISCAL IMPACT There is no fiscal impact associated with this action. EXHIBIT(S) 1. Resolution Extending SPR No. 2020-03 and VAR No. 2020-06 for One Year 2. Original Resolution No. 2020-093 3. Resolution No. 2022-093 (1st One-Year Extension) 4. Resolution No. 2023-088 (2nd One-Year Extension) 5. Full project plans Submitted By: Minh Thai, Executive Director of the Planning and Building Agency Approved By: Alvaro Nuñez, City Manager Resolution No. 2024-XXX Page 1 of 4 RESOLUTION NO. 2024-XXX A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA ANA APPROVING A THIRD ONE-YEAR EXTENSION OF SITE PLAN REVIEW 2020-03 AND VARIANCE NO. 2020-06 FOR THE 4TH AND MORTIMER MIXED-USE DEVELOPMENT LOCATED AT 409 AND 509 EAST FOURTH STREET BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SANTA ANA AS FOLLOWS: Section 1. The City Council of the City of Santa Ana hereby finds, determines and declares as follows: A. On October 12, 2020, the Planning Commission unanimously approved Site Plan Review No. 2020-03, for a development project over four stories in height, and Variance No. 2020-06, to allow an increase in the allowable building size and massing, for a new mixed-use development located at 409 and 509 East Fourth Street. B. Pursuant to SAMC Section 41-647, when construction does not commence, these types of entitlements expire after two (2) years unless the applicant applies for, and the City Council approves, an extension. Up to three extensions may be granted. C. Taking into consideration the difficulties experienced by the development industry from the global COVID-19 pandemic and its effects on securing funding, labor, and construction materials, the City Council unanimously approved Resolution No. 2022-093, approving the applicant’s first request for a one-year entitlement extension on December 6, 2022, extending the subject project entitlements until December 15, 2023. D. On August 1, 2023, the applicant obtained all required building permits for development of the project, including demolition permits for existing buildings at both project sites. E. Due to increases in interest rates and their impact on construction loa ns and land development costs, the City Council unanimously approved Resolution No. 2023-088, approving the applicant’s second request for a one-year entitlement extension on December 5, 2023, extending the subject project entitlements until December 15, 2024. F. In late December 2023, the applicant completed demolition of all existing onsite buildings, including the former Northgate market. Resolution No. 2024-XXX Page 2 of 4 G.To date, the applicant has been unable to secure acceptable construction financing to start the project. This is due to high interest rates affecting construction loans and land development costs, resulting in additional delays to the project’s ability to begin vertical construction. Current loan interest rates have been 300-500 basis points above historical norms, which not only increases the cost of construction financing, but also constricts the flow of lender dollars for construction projects. H.It is the Planning Division’s policy to recommend no more than one -year extensions at a time, mainly in an effort to encourage the construction of previously approved projects. I.The applicant filed a request for the third and final one-year extension on September 27, 2024. The extension request came before the City Council on November 19, 2024. J.In accordance with the California Environmental Quality Act (CEQA) and the CEQA Guidelines, the extension for this project is exempt pursuant to Section 15061(b)(3). This determination has been made as it has been determined that the proposed action to extend the existing, approved entitlement does not have the potential to cause a significant effect on the environment, as the existing, approved entitlement has already been evaluated pursuant to CEQA. Section 2. Site Plan Review No. 2020-03 and Variance No. 2020-06 are each hereby extended for a period of one (1) year until December 15, 2025. This decision is based upon the evidence submitted, which includes, but is not limited to, the Request for Council Action dated November 19, 2024, and exhibits attached thereto, and any public testimony, all of which are incorporated herein by this reference. Section 3. This Resolution shall take effect immediately upon its adoption by the City Council, and the City Clerk shall attest to and certify the vote adopting this Resolution. [Signatures on the following page] Resolution No. 2024-XXX Page 3 of 4 ADOPTED this 19th day of November, 2024. _______________________ Valerie Amezcua Mayor APPROVED AS TO FORM: Sonia R. Carvalho City Attorney By:________________________ Melissa M. Crosthwaite Senior Assistant City Attorney AYES: Councilmembers ___________________________________ NOES: Councilmembers ___________________________________ ABSTAIN: Councilmembers ___________________________________ NOT PRESENT: Councilmembers ___________________________________ CERTIFICATE OF ATTESTATION AND ORIGINALITY I, Jennifer L. Hall, City Clerk, do hereby attest to and certify the attached Resolution No. 2024-______ to be the original resolution adopted by the City Council of the City of Santa Ana on _______________, 2024. Date: ____________ ________________________________ City Clerk Resolution No. 2024-XXX Page 4 of 4 City of Santa Ana LS 12.1.20 RESOLUTION NO. 2020-093 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA ANA DENYING APPEAL APPLICATION NO. 2020- 02 AND UPHOLDING THE DETERMINATION OF THE PLANNING COMMISSION TO APPROVE AN ADDENDUM TO THE ENVIRONMENTAL IMPACT REPORT FOR THE TRANSIT ZONING CODE PROJECT (SCH NO. 2006071100) AND ADOPTION OF A MITIGATION MONITORING AND REPORTING PROGRAM FOR SITE PLAN REVIEW NO. 2020-03 AND VARIANCE NO. 2020-06 FOR A NEW MIXED -USE RESIDENTIAL AND COMMERCIAL DEVELOPMENT FOR THE PROPERTIES LOCATED AT 409 EAST FOURTH STREET (SITE A) AND 509 EAST FOURTH STREET (SITE B) BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SANTA ANA AS FOLLOWS: Section 1. The City Council of the City of Santa Ana hereby finds, determines and declares as follows: A. On October 12, 2020, the Planning Commission of the City of Santa Ana held a duly noticed public hearing to consider various entitlements including Site Plan Review No. 2020-03, Variance No. 2020-06, and Amendment Application 2020-04 to allow the construction of a new mixed -use residential and commercial development consisting of 169 residential rental units and 11,361 square feet of commercial space at 409 and 509 East Fourth Street. After receiving public testimony on the item, the Planning Commission voted unanimously (7:0) to adopt a resolution approving an Addendum to the Environmental Impact Report (EIR) for the Transit Zoning Code Project, mitigation monitoring and reporting program, Site Plan Review No. 2020-03 as conditioned, and Variance No. 2020-06 as conditioned. In addition, the Planning Commission recommended that the City Council adopt a resolution approving an Addendum to the Environmental Impact Report for the Transit Zoning Code Project, mitigation monitoring and reporting program, and an ordinance approving Amendment Application No. 2020-04 for Specific Development No. 84 (SD84). B. On October 22, 2020, Michael Lozeau with Lozeau Drury, LLP, on behalf of the Supporters Alliance for Environmental Responsibility (SAFER) hereinafter referred to as "Appellant", submitted an appeal application pursuant to Section 41-645 of the Santa Ana Municipal Code (SAMC) requesting that the City Council reconsider the Planning Commission's decision based on the following reasons: Resolution No. 2020-093 Page 1 of 7 I. California Environmental Quality Act (CEQA) compliance. Specifically, the Appellant states that the "City failed to comply with the CEQA by failing to prepare a project -specific EIR for the project'; II. The Appellant states that, "The City failed to comply with the Housing Opportunity Ordinance (HOO) by failing to require the developer to include affordable housing units in the project; and III. The Appellant states that, `The Planning Commission abused its discretion by failing to read or consider comments submitted by SAFER." C. Pursuant to SAMC Section 41-645 (a), appeals can only be made on a decision or requirement made by the Planning Commission. Of the above - mentioned appeal reasons, the only action taken by the Planning Commission was the action to adopt a resolution approving the addendum to the EIR for the TZC. The subsequent appeal items do not satisfy the requirements of SAMC Section 41-645 (a) and should not be considered as part of the appeal: I. No decision or action was taken by the Planning Commission regarding the HOO requirements because the HOO did not apply to the project; and II. Consideration of a public comment letter received does not constitute "a decision or requirement made by the Planning Commission". Nonetheless, a comprehensive response and findings are provided below on all appeal items received. D. On December 1, 2020, the City Council conducted a duly noticed public hearing on Appeal Application No. 2020-02 and found that: The City complied with the California Environmental Quality Act (CEQA) requirements by preparing an addendum to the previously certified 2010 Transit Zoning Code Environmental Impact report (EIR). CEQA does permit the use of an addendum when the original EIR being relied upon was a Program EIR. Public Resources Code Section 21166 and State CEQA Guidelines Section 15162 clearly establish when an agency must prepare a Supplemental or Subsequent EIR, and when an agency is permitted instead to prepare an Addendum. If an agency determines that one of the conditions described in Public Resources Code section 21166 or State CEQA Guidelines section 15162 is present, the agency must prepare either a Subsequent EIR or a Supplemental EIR. When none of those conditions are present, but it is necessary to make changes to a previous EIR, the agency may prepare an addendum. This process applies regardless of whether the original EIR is a Program or Resolution No. 2020-093 Page 2 of 7 Project EIR. Nothing in State CEQA Guidelines section 15152 describing the process for utilizing a Supplemental or Subsequent EIR or negative declaration) prohibits use of an addendum where none of the conditions of Public Resources Code section 21166 or State CEQA Guidelines section 15162 are present. Nothing in State CEQA Guidelines sections 15162 or 15164 prohibit use of an addendum where the original EIR is a Program, and not a Project, EIR. As established in these sections of the Public Resources Code and the State CEQA Guidelines, one of the circumstances described in Public Resources Code section 21166 or State CEQA Guidelines section 15162 must be present before either a Subsequent or Supplemental EIR is required. Here, none of those conditions are present. These conditions are: Substantial changes are proposed which will require major revisions of the previous EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; ii, Substantial changes occur with respect to the circumstances under which the project is undertaken which will require major revisions of the previous EIR due to the involvement of new significant effects or a substantial increase in the severity of previously identified significant effects; or iii. New information has come to light showing new impacts, substantially more severe impacts, that mitigation measures or alternatives previously found to be infeasible would actually be feasible, or that mitigation measures or alternatives previously not identified would reduce impacts. This is also consistent with CEQA Guidelines section 15152(f), which the Appellant incorrectly claims prohibits use of addenda when the original EIR is a Program EIR. Section 15152(f) states, "A later EIR shall be required when the initial study or other analysis finds that the later project may cause significant effects on the environment that were not adequately addressed in the prior EIR." For the subject project, the other analysis" (including technical studies and the text of the Addendum) found that no additional significant effects would occur beyond those already addressed in the 2010 EIR. An addendum is therefore the appropriate CEQA document. That the City has complied with the Housing Opportunity Ordinance HOO) requirements. The HOO does not apply to the project because the project does not exceed the residential density permitted in the General Plan. As recently amended, the HOO only applies when a project requires a General Plan Amendment. Resolution No. 2020-093 Page 3 of 7 The Appellant's comment letter cites to an outdated and superseded version of Section 41-1902(b)(1). The HOO was amended on September 1, 2020, and the comment letter does not reflect the amended language. While previously, Section 41-1902(b)(1) applied the HOO to any project that exceeded the maximum density permitted by zoning, the recent amendments remove this reference. As amended, the HOO now only applies when a residential project proposes a residential density above the General Plan permitted density. The 4th and Mortimer Mixed -Use Development project is consistent with the General Plan. No General Plan Amendment is required for the Project. The Project seeks only a zone change, on only a portion of the project site. No density allowance above that currently permitted by the site's General Plan designation is proposed. Therefore, the HOO does not apply. III. The Planning Commission did not abuse its discretion and did consider comments submitted by Lozeau Drury, LLP, on behalf of SAFER. The Planning Commission considered Mr. Drury's public comment and received input from the City Attorney and the City's environmental consultant regarding the whether the addendum prepared for the project was the appropriate document. Both the City Attorney and the consultant were confident that no subsequent CEQA analysis was required for the project other than the addendum which was prepared. Again, this was based on the fact that the technical studies evidenced that an EIR Addendum to the previously -certified 2010 EIR was the appropriate CEQA document to evaluate and disclose the project's impacts. Therefore, the Planning Commission did consider Mr. Drury's comments and concerns but agreed with staff's recommendation that the addendum was the appropriate environmental document. Section 2. The City Council, after hearing, considering and weighing all evidence in the record presented on behalf of all parties and being fully informed of the application, the Planning Commission's decision, and the appeal, hereby finds and determines that the Planning Commission's decision was not made in error, that the Planning Commission's decision was not an abuse of discretion by the Planning Commission and that the Planning Commission's decision was supported by substantial evidence in the record. Section 3. In accordance with the California Environmental Quality Act CEQA), the Planning Commission of the City of Santa Ana hereby finds, determines, and declares as follows: Based on the substantial evidence set forth in the record, including but not limited to the Environmental Impact Report (EIR) for the Transit Zoning Code Project SCH NO. 2006071100) and the 2020 4th and Mortimer Mixed -Use Development EIR Addendum, the City Council finds that an addendum is the appropriate document for Resolution No. 2020-093 Page 4 of 7 disclosing the changes to the subject properties, and that none of the conditions identified in Public Resources Code section 21166 and State CEQA Guidelines section 15162 requiring subsequent environmental review have occurred, because: A. The project does not constitute a substantial change that would require major revisions of the 2010 EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects. B. There is not a substantial change with respect to the circumstances under which the project will be developed that would require major revisions of the 2010 EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of the previously identified significant effects. C. New information of substantial importance has not been presented that was not known and could not have been known with the exercise of reasonable diligence at the time the 2010 EIR was certified or adopted, showing any of the Following: (i) that the modifications would have one or more significant effects not discussed in the earlier environmental documentation; (ii) that significant effects previously examined would be substantially more severe than shown in the earlier environmental documentation; (iii) that mitigation measures or alternatives previously found not to be feasible would in fact be feasible and would substantially reduce one or more significant effects, but the Applicant declined to adopt such measures; or (iv) that mitigation measures or alternatives considerably different from those analyzed previously would substantially reduce one or more significant effects on the environment, but which the Applicant declined to adopt. Further, the City Council finds that, pursuant to State CEQA Guidelines Section 15164, only minor changes or additions to the 2010 EIR are necessary to address the proposed project. In making this finding, the City Council has considered both the Addendum and the certified, final 2010 EIR. Section 4. The Applicant shall indemnify, protect, defend and hold the City and/or any of its officials, officers, employees, agents, departments, agencies, authorized volunteers, and instrumentalities thereof, harmless from any and all claims, demands, lawsuits, writs of mandamus, and other and proceedings (whether legal, equitable, declaratory, administrative or adjudicatory in nature), and alternative dispute resolution procedures (including, but not limited to arbitrations, mediations, and such other procedures), judgments, orders, and decisions (collectively "Actions"), brought against the City and/or any of its officials, officers, employees, agents, departments, agencies, and instrumentalities thereof, that challenge, attack, or seek to modify, set aside, void, or annul, any action of, or any permit or approval issued by the City and/or any of its officials, officers, employees, agents, departments, agencies, and instrumentalities thereof (including actions approved by the voters of the City) for or concerning the project, whether such Actions are brought under the Ralph M. Brown Resolution No. 2020-093 Page 5 of 7 Act, California Environmental Quality Act, the Planning and Zoning Law, the Subdivision Map Act, Code of Civil Procedure sections 1085 or 1094.5, or any other federal, state or local constitution, statute, law, ordinance, charter, rule, regulation, or any decision of a court of competent jurisdiction. It is expressly agreed that the City shall have the right to approve, which approval will not be unreasonably withheld, the legal counsel providing the City's defense, and that Applicant shall reimburse the City for any costs and expenses directly and necessarily incurred by the City in the course of the defense. City shall promptly notify the Applicant of any Action brought and City shall cooperate with Applicant in the defense of the Action. Section 5. The City Council of the City of Santa Ana hereby denies Appeal Application No. 2020-02, thereby upholding the Planning Commission's approval of an Addendum to the Environmental Impact Report (EIR) for the Transit Zoning Code Project (SCH NO. 2006071100), mitigation monitoring and reporting program, Site Plan Review No. 2020-03 as conditioned, and Variance No. 2020-06 as conditioned. This decision is based upon the evidence submitted at the abovesaid hearing, which includes, but is not limited to: the Request for City Council Action dated December 1, 2020, and exhibits attached thereto, and the public testimony, written and oral, all of which are incorporated herein by this reference. ADOPTED this 15t day of December, 2020. APPROVED AS TO FORM: Sonia R. Carvalho City Attorney By:.(,/ (• nl Lisa Storck Assistant City Attorney Resolution No. 2020-093 Page 6 of 7 AYES: Councilmembers NOES: Councilmembers ABSTAIN: Councilmembers Bacerra, Mendoza, Penaloza, Solorio, Villegas (5) None (0) Pulido, Sarmiento (2) NOT PRESENT: Councilmembers None (0) CERTIFICATE OF ATTESTATION AND ORIGINALITY I, DAISY GOMEZ, Clerk of the Council, do hereby attest to and certify the attached Resolution No. 2020-093 to be the original resolution adopted by the City Council of the City of Santa Ana on December 1, 2020. Date: 1?. Daisy Gom z Clerk of the Council City of Santa Ana Resolution No. 2020-093 Page 7 of 7 RESOLUTION NO. 2022-093 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA ANA APPROVING A ONE-YEAR EXTENSION OF SITE PLAN REVIEW 2020-03 AND VARIANCE NO. 2020- 06 FOR THE 4TH AND MORTIMER MIXED -USE DEVELOPMENT TO BE LOCATED AT 409 AND 509 EAST FOURTH STREET BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SANTA ANA AS FOLLOWS: Section 1. The City Council of the City of Santa Ana hereby finds, determines and declares as follows: A. On October 12, 2020, the Planning Commission unanimously approved Site Plan Review No. 2020-03, for a development project over four stories in height, and Variance No. 2020-06, to allow an increase in the allowable building size and massing, for a new mixed -use development located at 409 and 509 East Fourth Street. B. On October 22, 2020, an appeal (Appeal No. 2020-02) to the project was filed by Michael Lozeau with Lozeau Drury, LLP, on behalf of the Supporters Alliance for Environmental Responsibility (SAFER). C. On December 1, 2020, the City Council denied Appeal No. 2020-02, upholding the determination of the Planning Commission to approve the subject entitlements. D. Pursuant to Section 41-647 of the Santa Ana Municipal Code (SAMC), entitlements automatically become void should the property owner fail to institute an action to comply with the provisions of the entitlements within two years of its approval. E. As a result of the global Covid-19 pandemic, the California Legislature approved AB 1561, which extended entitlements that were effective prior to March 4, 2020, and that were set to expire before December 31, 2021. Due to the various dates of approval and expiration on December 15, 2020 and December 15, 2022, respectively, AB 1561 does not apply to the subject entitlement. Therefore, the applicant is requesting an extension by the City Council pursuant to Section 41-647 of the SAMC. F. Due to difficulties stemming from the COVID-19 global pandemic, which affected the development industry worldwide, the applicant has experienced a number of uncertainties during the last two years that impact viability. These include construction and material cost increases, uncertainty in labor Resolution No. 2022-093 Page 1 of 3 availability, supply chain disruptions, and financial challenges arising out of an inflationary/high interest rate environment. All of these challenges have created delays in moving the project forward and constructing the new mixed - use development. G. The applicant intends to complete the plan check process and obtain all necessary building permits for the project. The construction plans for the project have been submitted for plan check as of August 1, 2022. The applicant submitted a subsequent plan check submittal on September 19, 2022. The applicant expects to obtain permits and start construction in early 2023. H. Pursuant to City of Santa Ana Municipal Code Section 41-647, where construction does not commence, these types of entitlements expire after two 2) years unless the applicant applies for, and the City Council approves, an extension. Up to three extensions may be granted. I. It is the Planning Division's policy to recommend no more than one-year extensions at a time, mainly in an effort to encourage the construction of previously approved projects. J. The applicant filed a request for the extension on October 24, 2022. The extension request came before the City Council on December 6, 2022. 1. In accordance with the California Environmental Quality Act (CEQA) and the CEQA Guidelines, the extension for this project is exempt pursuant to Section 15061(b)(3). This determination has been made as it has been determined that the proposed action to extend the existing, approved entitlement does not have the potential to cause a significant effect on the environment, as the existing, approved entitlement has already been evaluated pursuant to CEQA. Section 2. Site Plan Review No. 2020-03 and Variance No. 2020-06 are each hereby extended for a period of one (1) year until December 15, 2023. This decision is based upon the evidence submitted, which includes, but is not limited to, the Request for Council Action dated December 6, 2022, and exhibits attached thereto, and any public testimony, all of which are incorporated herein by this reference. Section 3. This Resolution shall take effect immediately upon its adoption by the City Council, and the Clerk of the Council shall attest to and certify the vote adopting this Resolution. ADOPTED this 6t' day of December. 2022. Resolution No. 2022-093 Page 2 of 3 APPROVED AS TO FORM: Sonia R. Carvalho, City Attorney By: Jo M. Funk Chief Assistant City Attorney AYES: NOES: ABSTAIN: NOT PRESENT: Councilmembers Councilmembers Councilmembers Councilmembers Vicente Sarmiento Mayor Hernandez, Lopez, Mendoza, Penaloza Phan, Bacerra, Sarmiento (7) None (0) None (0) None (0) CERTIFICATE OF ATTESTATION AND ORIGINALITY I, Clerk of the Council, do hereby attest to and certify the attached Resolution No. 2022- 093 to be the original resolution adopted by the City Council of the City of Santa Ana on December 6, 2022. Date: 1 2 SS ' A CTerk of the Council City of Santa Ana Resolution No. 2022-093 Page 3 of 3 RESOLUTION NO. 2023-088 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA ANA APPROVING A SECOND ONE-YEAR EXTENSION OF SITE PLAN REVIEW 2020-03 AND VARIANCE NO. 2020-06 FOR THE 4TH AND MORTIMER MIXED -USE DEVELOPMENT TO BE LOCATED AT 409 AND 509 EAST FOURTH STREET BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SANTA ANA AS FOLLOWS: Section 1. The City Council of the City of Santa Ana hereby finds, determines and declares as follows: A. On October 12, 2020, the Planning Commission unanimously approved Site Plan Review No. 2020-03, for a development project over four stories in height, and Variance No. 2020-06, to allow an increase in the allowable building size and massing, for a new mixed -use development located at 409 and 509 East Fourth Street. B. On October 22, 2020, an appeal (Appeal No. 2020-02) to the project was filed by Michael Lozeau with Lozeau Drury, LLP, on behalf of the Supporters Alliance for Environmental Responsibility (SAFER). C. On December 1, 2020, the City Council denied Appeal No. 2020-02, upholding the determination of the Planning Commission to approve the subject entitlements. D. Pursuant to Section 41-647 of the Santa Ana Municipal Code (SAMC), entitlements automatically become void should the property owner fail to institute an action to comply with the provisions of the entitlements within two years of its approval. E. Taking into consideration the difficulties experienced by the development industry from the global COVID-19 pandemic and its effects on securing funding, labor, and construction materials, the City Council unanimously approved Resolution No. 2022-093, approving the applicant's first request for a one-year entitlement extension on December 6, 2022, extending the subject project entitlements until December 15, 2023. F. On August 1, 2023, the applicant obtained all required building permits for development of the project, including demolition permits for existing buildings at both project sites. G. Recent increases in interest rates beginning the first quarter of 2022 and continuing through 2023, and their impact on construction loans and land Resolution No. 2023-088 Page 1 of 3 development costs, have resulted in additional delays to the ability to complete begin vertical construction of the project by the December 15, 2023, deadline that was established the City Council -approved entitlement extension. H. Pursuant to SAMC Section 41-647, when construction does not commence, these types of entitlements expire after two (2) years unless the applicant applies for, and the City Council approves, an extension. Up to three extensions may be granted. I. It is the Planning Division's policy to recommend no more than one-year extensions at a time, mainly in an effort to encourage the construction of previously approved projects. J. The applicant filed a request for the second one-year extension on September 27, 2023. The extension request came before the City Council on December 5, 2023. K. In accordance with the California Environmental Quality Act (CEQA) and the CEQA Guidelines, the extension for this project is exempt pursuant to Section 15061(b)(3). This determination has been made as it has been determined that the proposed action to extend the existing, approved entitlement does not have the potential to cause a significant effect on the environment, as the existing, approved entitlement has already been evaluated pursuant to CEQA. Section 2. Site Plan Review No. 2020-03 and Variance No. 2020-06 are each hereby extended for a period of one (1) year until December 15, 2024. This decision is based upon the evidence submitted, which includes, but is not limited to, the Request for Council Action dated December 5, 2023, and exhibits attached thereto, and any public testimony, all of which are incorporated herein by this reference. Section 3. This Resolution shall take effect immediately upon its adoption by the City Council, and the Clerk of the Council shall attest to and certify the vote adopting this Resolution. ADOPTED this 5th day of December. 2023. Resolution No. 2023-088 Page 2 of 3 APPROVED AS TO FORM: Sonia R. Carvalho, City Attorney By:iMd lXlt, Jose Montoya Assistant City Attorney AYES: Councilmembers NOES: Councilmembers ABSTAIN: Councilmembers Amezcua, Bacerra, Hernandez, Lopez. Penaloza, Phan, Vazquez (7) None (0) None (0) NOT PRESENT: Councilmembers None (0) CERTIFICATE OF ATTESTATION AND ORIGINALITY I, JENNIFER L. HALL, City Clerk, do hereby attest to and certify the attached Resolution No. 2023-088 to be the original resolution adopted by the City Council of the City of Santa Ana on December 05, 2023. Date: a (I G nnifer L at Ci rk City of Santa Ana Resolution No. 2023-088 Page 5 of 3 A0-01CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA06-21-23ADDENDUM A4TH AND MORTIMER415 & 515 E. 4TH STREET, SANTA ANA, CA 92701DP NO. 2018-28ABBREVIATIONSPROJECT TEAM DIRECTORYVICINITY MAPLEGAL DESCRIPTIONDEFERRED SUBMITTALSFIRE SPRINKLER SYSTEMTHE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING THE FOLLOWING DEFERRED SUBMITTALS TOTHE CITY OFFICIALS FOR REVIEW AND APPROVAL.FIRE ALARM SYSTEMSIGNAGE PROGRAM INCLUDING ALL SITE & BUILDING ACCESSIBILITY SIGNAGEROOF / FLOOR TRUSS SYSTEM5.3.1.4.2.6.SWIMMING POOL & SPASECURITY SYSTEMSHEET INDEXTEL.CIVIL ENGINEERFuscoe Engineering, Inc.16795 Von Karman, Suite #100Irvine, CA 92606(949) 474-1960Josh RuizTEL.LANDSCAPE ARCHITECTLandStudio 360333 El Camino Real, Studio #200T ustin, CA 92780(949) 382-5811Alex PolenDavid LingTEL.DEVELOPERRed Oak Investments4199 Campus DriveIrvine, CA 92612(714) 342-2502Andrew NelsonAlex WongTEL.ARCHITECTKTGY ARCHITECTURE + PLANNING17911 Von Karman Ave., Ste. 200Irvine, CA 92614(949) 851-2133Debbie HollandTEL.STRUCTURAL ENGINEERDCI Engineers2600 Michelson Dr #930Irvine, CA 92612(949) 892-4956Maggie ClavijoTEL.DRY UTILITYDRI Utility Consulting25060 Hancock Ave, Ste 103 #464Murrieta, CA 92562951-757-9096Dave RamirezTEL.MECHANICAL ENGINEERMulti Mechancial, Inc469 E. Blaine StreetCorona, CA 92879951-736-6040Brandon AbblittTEL.GREEN BUILDINGVCA Green1845 W. Orangewood Ave, Ste 220Orange, CA 92868714-363-4700Roshni LadTEL.PLUMBING ENGINEERAMPAM17036 Avakon Blvd.Carson, CA 90746310-835-1532Daniel LucasTEL.ELECTRICAL ENGINEERSBE Electrical Contracting2817 McGaw AveIrvine, CA 92614714-544-5065Eric GrossmanTEL.FIRE PROTECTIONAutomatic Fire Protection714-841-2066Craig SpicerTEL.INTERIOR DESIGNERAriel Fox Design16 N Marengo Suite 415Pasadena, CA 91101(818) 465-3366Ariel JohnsonHannah AskeyTEL.LOW VOLTAGE SYSTEMSHCI Systems, Inc.1731 Reynolds AveIrvine, CA 92614949-724-5000Mike PetersTEL.GEOTECHNICAL Geocon West, Inc.2807 McGaw AveIrvine, CA 92614949-346-1109Jelisa Thomas AdamsTEL.SIGNAGE TEL.ACOUSTICALEilar Associates, Inc.210 South Juniper St, Ste 100Escondido, CA 92025760-738-5570Mo OuwengaGENERAL NOTESSHEET INDEX7.METAL STAIRS8.ELEVATORS9.METAL AND GLASS GUARDRAILS10.STOREFRONT SYSTEM11.AWNINGS AND CANOPIESSHEET INDEXLOG OF ISSUED DOCUMENTSCCOPYRIGHTA.B.ANCHOR BOLTABV.ABOVEA/CCONDENSING UNITACOUST.ACOUSTICALA.D.AREA DRAINADJ.ADJUSTABLEA.F.F.ABOVE FINISH FLOORALT.ALTERNATEALUM.ALUMINUMAPPROX.APPROXIMATEARCH.ARCHITECTASPH.ASPHALTBA.BATHROMBD.BOARDBITUM.BITUMINOUSBLDG.BUILDINGBLK.BLOCKBLKG.BLOCKINGBM.BEAMBR.BEDROOMB.U.R.BUILT-UP-ROOFINGCAB.CABINETC.B.CATCH BASINCEM.CEMENTCER.CERAMICC.I.CAST IRONC.G.CORNER GUARDCJCEILING JOISTCLG.CEILING JOISTCLKG.CAULKINGCLO.CLOSETCLR.CLEAR / CLEARANCECMUCONCRETE MASONRY UNITCOL.COLUMNCONC.CONCRETECONSTR.CONSTRUCTIONCONT.CONTINUOUSCORR.CORRIDORCPTCARPETCSMTCASEMENTCNTR.COUNTERCTR.CENTERDBL.DOUBLEDEPT.DEPARTMENTD.F.DRINKING FOUNTAINDET.DETAILDHDOUBLE HUNGDIA.DIAMETERDIM.DIMENSIONDISP.DISPENSERDN.DOWNDR.DOOR OPENINGDSDOWNSPOUTDWDISHWASHERDWG'SDRAWINGSDWR.DRAWERE.J.EXPANSION JOINTEL.ELEVATIONELEC.ELECTRICALELEV.ELEVATOREMER.EMERGANCYENCL.ENCLOSEDE.P.ELECTRICAL PANELEQMT.EQUIPMENTEXH.EXHAUSTEXT.EXTERIOREXT'GEXISTINGF.A.FIRE ALARMF.A.U.FORCED AIT UNITF.D.FLOOR DRAINFDN.FOUNDATIONF.E.FIRE EXTINGUISHERF.E.C.FIRE EXTINGUISHER CABINETF.F.FINISH FLOORF.G.FINISH GRADEFGL.FIBERGLASSFIN.FINISHF.J.FLOOR JOISTFLR.FLOORF.O.C.FACE OF CONCRETEF.O.F.FACE OF FINISHF.O.S.FACE OF STUD/SHEATHINGFRFRENCHFRM'GFRAMINGFURR.FURRINGGA.GUAGEGALV.GALVANIZEDGAR.GARAGEG.B.GRAB BARGFCIGROUND FAULT CIRCUITINTERUPTERG.I.GALVANIZED IRONGLGLASS / GLAZINGGLBGLUE LAMINATED BEAMGSMGALVANIZED SHEET METALGYP.GYPSUMGYP.BD.GYPSUM BOARDH.B.HOSE BIBBHCHOLLOW COREHDR.HEADERHDWD.HARDWOODHMHOLLOW METALHORIZ.HORIZONTALHVACHEATING VENTILATING AIRCONDITIONINGINSUL.INSULATIONINT.INTERIORLAM.LAMINATELAV.LAVATORYLT.LIGHTMBRMASTER BEDROOMMCMEDICINE CABINETMECH.MECHANICALMEMB.MEMBRANEMET.METALMFGMANUFATURINGMFR.MANUFACTURERMIR.MIRRORMISC.MISCELLANEOUSMLD'GMOULDINGMTD.MOUNTEDMUL.MULLIONNG.NATURAL GRADEN.I.C.NOT IN CONTRACTNO.NUMBERNOM.NOMINALN.T.S.NOT TO SCALEOBS.OBSCUREO.C.ON CENTEROPNG.OPENINGOPP.OPPOSITEOSA.OUTSIDE AIRPBPUSH BUTTONPDR.POWDER ROOMPL.PLATEPLYWD.PLYWOODPLUMB.PLUMBINGP.O.C.POINT OF CONNECTIONPR.PAIRPREFAB.PREFABRICATEDR.A.G.RETURN AIR GRILLER.C.RESILIENT CHANNELR.D.ROOF DRAINREF.REFERENCEREFR.REFRIGERATORREINFREINFORCEDRGTR.REGISTERREQ.REQUIREDRESIL.RESILIENTRJRAFTER JOISTSRM.ROOMR.O.ROUGH OPENINGSCSOLID CORESCHED.SCHEDULESERV.SERVICESS.FSQUARE FEETSGDSLIDING GLASS DOORSHSINGLE HUNGSHT.SHEETSHT'GSHEATHINGSIM.SIMILARSLSLIDINGSPEC.SPECIFICATIONSSQ.SQUARESSSPSINGLE SHELF SINGLE POLESSDPSINGLE SHELF DOUBLE POLESTD.STANDARDSTL.STEELSTOR.STORAGESTRUCT.STRUCTURALSYM.SYMMETRICALT.B.TOWEL BARTEL.TELEPHONETEMP.TEMPEREDTER.TERRAZZOT>ONGUE AND GROOVETRSM.TRANSOMT.V.TELEVISIONTYP.TYPICALT.O.SHTG.TOP OF SHEATHINGT.O.C.TOP OF CONCRETE OR CURBT.O.P.TOP OF PARAPETT.O.W.TOP OF WALLU.N.O.UNLESS NOTED OTHERWISEVCT.VINYL COMPOSITE TILEVEST.VESTIBULEW.C.WATER CLOSETWD.WOODWDW.WINDOWW.H.WATER HEATERW.I.WROUGHT IRONW.I.C.WALK-IN CLOSETWSCT.WAINSCOT1.THE CONTRACTOR SHALL REVIEW ALL CONSTRUCTION DOCUMENTS PRIOR TO BID AND START OFCONSTRUCTION. THE CONTRACTOR SHALL CONFIRM THAT WORK INDICATED IN THE CONSTRUCTIONDOCUMENTS IS BUILDABLE AS SHOWN. IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACTDOCUMENTS, THE OWNER AND ARCHITECT SHALL BE NOTIFIED IN WRITING IMMEDIATELY.2.THE CONTRACTOR SHALL COMPARE ALL CONSTRUCTION DOCUMENTS WITH THE EXISTING SITE CONDITIONSPRIOR TO BID AND START OF CONSTRUCTION. IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACTDOCUMENTS, THE OWNER AND ARCHITECT SHALL BE NOTIFIED IN WRITING IMMEDIATELY.3.DO NOT SCALE DRAWINGS. REVIEW ALL DIMENSIONS SHOWN ON CONSTRUCTION DOCUMENTS PRIOR TO BIDAND START OF CONSTRUCTION. IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS,THE OWNER AND ARCHITECT SHALL BE NOTIFIED IN WRITING IMMEDIATELY.4.FIRE RESISTANCE RATINGS, ASSEMBLIES, CLASSIFICATIONS, STANDARDS AND LISTINGS INDICATED ARETAKEN FROM VARIOUS REFERENCE STANDARDS. MAINTAIN, AT THE PROJECT SITE, A COPY OF ANAPPLICABLE EDITION OF EACH REFERENCE STANDARD.5.REVIEW PLAN LAYOUT, VERIFY AND COORDINATE INTERFACES OF ALL PORTIONS OF THE WORK PRIOR TOACTUAL EXECUTION.6.PROVIDE ALL WORK NECESSARY FOR A COMPLETE PROJECT, INCLUDING ANYTHING WITHIN THE LIMIT OFWORK, OUTSIDE PROPERTY LINE, ON ADJACENT PROPERTIES AND IN THE PUBLIC WAY.7.ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES ANDAMENDMENTS.8.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS,TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED FOR SAFE EXECUTION OF THE WORK AND FORINITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMMING IN CONNECTIONWITH THE WORK, CONTRACTOR SHALL HIRE SUB-CONTRACTORS AND SUPPLIERS WITH PROVEN ABILITY TOPROVIDE AND PERFORM QUALITY WORKMANSHIP ON THIS TYPE OF PROJECT.TITLE SHEETPARCEL 1LOT 1 IN BLOCK 8 OF FRUIT'S ADDITION TO SANTA ANA, ASSHOWN ON A MAP RECORDED IN BOOK 9, PAGE 91 OFMISCELLANEOUS MAPS, RECORDS OF LOS ANGELES COUNTY,CALIFORNIA.PARCEL 2THE WEST HALF OF LOT 2 IN BLOCK 8 OF FRUIT'S ADDITION TOSANTA ANA, AS SHOWN ON A MAP RECORDED IN BOOK 9, PAGE91 OF MISCELLANEOUS MAPS, RECORDS OF LOS ANGELESCOUNTY, CALIFORNIA.APN: 398-338-0803-18-202250% DD PROGRESS SET05-20-2022100% DD PROGRESS SET08-01-2022FIRST BUILDING DEPARTMENT SUBMITTALSCOPE OF WORKSEPARATE PERMITS-LIGHT STANDARD(S)-PEDESTRIAN PROTECTION-BLOCK WALL(S)-FENCES-DEMOLITION-SITE IMPROVEMENTS-ELECTRIC VEHICLE CHARGING STATIONS-POOL AND DECK AT THE 3RD LEVEL OF THE BUILDING A-TENANT IMPROVEMENT FOR RETAIL AND RESTAURANT CORE AND SHELL SPACESPLAN CHECK #101111464:Building A: Residential- 99 dwelling units plus circulation areas in 7-story structure (first two floors under concretepodium lid, top five floors in wood construction) including (16) studios, (28) 1 bedrooms, (36) 2 bedrooms, (3) 3bedrooms, (16) 4 bedrooms units.PLAN CHECK #101111465:Building A: Common areas used by building residents and staff:1st floor-leasing office, mail room, fitness center,co-working area, 2nd floor-storage area, yoga studio, offices, 3rd-clubroom, and 7th floor-roof deckPLAN CHECK #101111466:Building A: Commercial-Ground floor commercial areas consisting of future restaurant space at the corner andin-line commercial suites along 4th street. This is core and shell permit only. Future tenant improvement will beunder separate permit.PLAN CHECK #101111467:Building A: Parking garage- A 5-story above ground parking structure with drive entry off of 5th Street thatprovides parking and direct walking access to the adjacent apartment building and commercial suites on theground floor.PLAN CHECK #101111472:Building B: Residential -70 dwelling units and interior circulation space in an above ground 5 story woodstructure including (5) studios, (12) 1 bedroom, (28) 2 bedrooms, (6) 3 bedrooms (19) 4 bedrooms units.PLAN CHECK #101111473:Building B: Parking garage- 5 tier above ground parking structure with drive entry access off of 5th Streetthat provides parking and direct walking access to the adjacent apartment building.PROJECT CONTACTTEL.ANDREW NELSONRed Oak Investments4199 Campus DriveIrvine, CA 92612(714) 342-2502Email: anelson@redoakinv.com09-16-2022SECOND BUILDING DEPARTMENT SUBMITTAL-LANDSCAPE STRUCTURES11-08-2022THIRD BUILDING DEPARTMENT SUBMITTALSheet List TableSheet NumberSheet TitleA0-01TITLE SHEETA0-01.1SHEET INDEXA0-02Code & Project SummariesA0-03ABuilding A Allowable Area CalculationsA0-03BBuilding B Allowable Area CalculationsA0-04Building and Unit SummaryA0-05Building A School Fees ExhibitA0-06Building B School Fees ExhibitA0-11Building A First Floor Fire Protection PlansA0-12Building A Second Floor Fire Protection PlansA0-13Building A Third Floor Fire Protection PlansA0-14Building A Fourth Floor Fire Protection PlansA0-15Building A Fifth Floor Fire Protection PlansA0-16Building A Sixth Floor Fire Protection PlansA0-17Building A Seventh Floor Fire Protection PlansA0-21Building B First Floor Fire Protection PlanA0-22Building B Second Floor Fire Protection PlanA0-23Building B Third Floor Fire Protection PlanA0-24Building B Fourth Floor Fire Protection PlanA0-25Building B Fifth Floor Fire Protection PlanA0-31Building A First Floor Exiting AnalysisA0-32Building A Second Floor Exiting AnalysisA0-33Building A Third Floor Exiting AnalysisA0-34Building A Fourth Floor Exiting AnalysisA0-35Building A Fifth Floor Exiting AnalysisA0-36Building A Sixth Floor Exiting AnalysisA0-37Building A Seventh Floor Exiting AnalysisA0-38Building A Roof Deck Area ExhibitA0-41Building B First Floor Exiting AnalysisA0-42Building B Second Floor Exiting AnalysisA0-43Building B Third Floor Exiting AnalysisA0-44Building B Fourth Floor Exiting AnalysisA0-45Building B Fifth Floor Exiting AnalysisGRN.1CALGREEN RESIDENTIAL MEASURESGRN.2CALGREEN NON-RESIDENTIAL MEASURESEN.1Title 24 Energy Compliance - Bldg AEN.1.1Title 24 Energy Compliance - Bldg AEN.2Title 24 Energy Compliance - Bldg BEN.2.1Title 24 Energy Compliance - Bldg BEN.3Title 24 Energy Compliance - Amenities - Bldg AEN.3.1Title 24 Energy Compliance - Amenities - Bldg AEN.3.2Title 24 Energy Compliance - Amenities - Bldg BA0-70Conditions of ApprovalA0-71Conditions of ApprovalA0-72Conditions of ApprovalA0-73Conditions of ApprovalA0-74Conditions of ApprovalA0-75Conditions of ApprovalA0-76Conditions of ApprovalA0-80Geotechnical ReportA0-81Geotechnical ReportA0-82Geotechnical ReportA0-83Geotechnical ReportA0-84Geotechnical ReportA0-85Geotechnical ReportA0-86Geotechnical ReportA0-87Geotechnical ReportA0-88Geotechnical reportA0-89Geotechnical ReportA0-90Geotechnical ReportA0-91Exterior Acoustical Analysis ReportA0-92Exterior Acoustical Analysis ReportA0-93Exterior Acoustical Analysis ReportA0-94Exterior Acoustical Analysis ReportA0-95Building A Addressing Plans & USPS ApprovalA0-96Building A Addressing Plans & USPS ApprovalA0-97Building A Addressing Plans & USPS ApprovalA0-98Building B Addressing Plans & USPS ApprovalA0-99Building B Addressing Plans & USPS ApprovalA1-20Architectural Site PlanA1-21Police Department Building Security RegulationsA1-22Police Department Building Security RegulationsA1-23Police Department Building Security RegulationsA1-24Building A Site Accessibility ExhibitA1-24.1Building A Site Accessibility ExhibitA1-25Building B Site Accessibility ExhibitA1-25.1Building B Site Accessibility ExhibitA1-26Building A Average Grade Plane ExhibitA1-27Building B Average Grade Plane ExhibitA1-30Fire Access PlanA1-30.1Fire Flow Test ReportA1-50Exterior Opening Analysis Building AA1-51Exterior Opening Analysis Building AA1-52Exterior Opening Analysis Building BA1-53Exterior Opening Analysis Building BA1-54Exterior Opening Analysis Building A GarageA1-55.1Exterior Opening Analysis Building A GarageA1-55.2Exterior Opening Analysis Building A GarageA1-56Exterior Opening Analysis Building B GarageA1-57.1Exterior Opening Analysis Building B GarageA1-57.2Exterior Opening Analysis Building B GarageA2-11SBuilding A First Level Slab PlanA2-11Building A First Level Floor PlanA2-12SBuilding A Second Level Slab PlanA2-12Building A Second Level Floor PlanA2-13SBuilding A Third Level Slab PlanA2-13Building A Third Level Floor PlanA2-14Building A Fourth Level Floor PlanA2-15Building A Fifth Level Floor PlanA2-16Building A Sixth Level Floor PlanA2-17Building A Seventh Level Floor PlanA2-18Building A Roof PlanA2-19.1Building A First Level RCPA2-19.2Building A Second Level RCPA2-19.3Building A Third Level RCPA2-19.4Building A Fourth Level RCPA2-19.5Building A Fifth Level RCPA2-19.6Building A Sixth Level RCPA2-19.7Building A Seventh Level RCPA2-20Building A North & East Exterior ElevationsA2-21Building A South & West Exterior ElevationsA2-22Building A Courtyard ElevationsA2-30Building A SectionsA2-31Building A SectionsA2-32Building A SectionsA2-40Building A Wall SectionsA2-41Building A Wall SectionsA2-42Building A Wall SectionsA2-43Building A Wall SectionsA2-44BUILDING A WALL SECTIONSA2-45BUILDING A WALL SECTIONSA2-51SBuilding B First Level Slab PlanA2-51Building B First Level Floor PlanA2-52Building B Second Level Floor PlanA2-53Building B Third Level Floor PlanA2-54Building B Fourth Level Floor PlanA2-55Building B Fifth Level Floor PlanA2-56Building B Roof PlanA2-57.1Building B First Level RCPA2-57.2Building B Second Level RCPA2-57.3Building B Third Level RCPA2-57.4Building B Fourth Level RCPA2-57.5Building B Fifth Level RCPA2-60Building B North & East Exterior ElevationsA2-61Building B South & West Exterior ElevationsA2-62Building B Courtyard ElevationsA2-70Building B SectionsA2-80Building B Wall SectionsA2-81Building B Wall SectionsA2-82Building B Wall SectionA2-83Building B wall SectionsA5-01Unit 0.1 Plans and Interior ElevationsA5-02Unit 0.2 Plans and Interior ElevationsA5-03Unit 0.3 Plans and Interior ElevationsA5-11Unit 1.1 Plans and Interior ElevationsA5-12Unit 1.1 Plan VariationsA5-13Unit 1.2 Plans and Interior ElevationsA5-14Unit 1.3 Plans and Interior ElevationsA5-21Unit 2.1 Plans and Interior ElevationsA5-22Unit 2.1 Plans and VariationsA5-23Unit 2.1 Plan VariationsA5-25Unit 2.2 Plans and Interior ElevationsA5-26Unit 2.2 Plan VariationsA5-27Unit 2.2 Plan VariationsA5-28Unit 2.2 Plan VariationsA5-30Unit 2.3 Plans and Interior ElevationsA5-31Unit 2.3 Plan VariationsA5-32Unit 2.4 Plans and Interior ElevationsA5-34Unit 2.5 Plans, Variation and Interior ElevationsA5-35Unit 2.6 Plans and Interior ElevationsA5-36Unit 3.1 Plans and Interior ElevationsA5-37Unit 3.2 Plans and Interior ElevationsA5-38Unit 3.2 Plans and VariationA5-39Unit 3.3 PlansA5-41Unit 4.1 Plans and Interior ElevationsA5-42Unit 4.1 Plan and VariationsA5-43Unit 4.1 Plans and VariationsA5-44Unit 4.1 Plan VariationsA5-45Unit 4.2 PlansA5-46Unit 4.2 Plan and Interior ElevationsA5-50Restaurant Enlarged Plan - Level 1A5-51Restaurant, Pool Equipment Enlarged Plan - Level 2A5-52Retail Enlarged Plan - Level 1A5-53Retail and Tenant Storage Enlarged Plan - Level 2A5-54Leasing & Amenity Enlarged Plan - Level 1A5-55Leasing & Amenity Enlarged Plan - Level 2A5-56Leasing & Amenity Enlarged Reflected Ceiling PlanA5-57Leasing & Amenity Interior SectionsA5-60AClubroom Enlarged Plan - Level 3A5-60BClubroom Enlarged Plan - Level 4A5-61Clubroom Enlarged Reflected Ceiling PlanA5-62Clubroom Enlarged Plan - Primary Structural FrameA5-63Clubroom SectionsA5-64Roof Deck Enlarged PlanA5-64AROOF DECK SHADE TRELLIS DETAILA5-65Mailroom Enlarged Plan & Interior ElevationsA5-66Mailroom Enlarged Plan & Interior ElevationsA5-67Pool Deck AccessibilityA5-68Building B Courtyard AccessibilityA5-70Stair A1 Enlarged PlansA5-71Stair A1 SectionA5-72Stair A2 Enlarged PlansA5-73Stair A2 & A3 SectionA5-74Stair A3 Enlarged PlansA5-75Stair A4 Enlarged PlansA5-76Stair A4 Enlarged PlansA5-77Stair A4 SectionA5-78Stair B1 Enlarged PlansA5-79Stair B1 SectionA5-80Stair B2 Enlarged PlansA5-81Stair B2 SectionA5-82Stair B3 Enlarged PlansA5-83Stair B3 & B4 SectionA5-84Stair B4 Enlarged PlansA5-85Building A Electrical Room Plan, Sections & RampA5-86Building B Electrical Rm Plan, Sections & Courtyard RampA5-87Building A Ramp PlansA5-88Building A Ramp PlansA5-89Building B Ramp PlansA5-90Elevators A1 & A2 PlansA5-91Elevators A1 & A2 SectionsA5-92Elevators B1 & B2 PlansA5-93Elevators B1 & B2 SectionsA5-94Building A Trash Room PlansA5-95Building A Trash Chute SectionsA5-96Building A Trash Chute SectionsA5-97Building B Trash Room PlansA5-98Building B Trash Chute SectionsA5-99BUILDING B TRASH CHUTE SECTIONSA6-01COMMON AREA INTERIOR ELEVATIONSA6-02COMMON AREA INTERIOR ELEVATIONSA7-00Dwelling Unit Door ScheduleA7-10Building A Door ScheduleA7-20Building B Door ScheduleA7-30Vinyl Window ScheduleA7-40Storefront ScheduleA7-50Finish ScheduleA7-51FINISH SCHEDULEA7-52FINISH SCHEDULEAD-01ACCESSIBLE ROUTES, PARKING NOTES AND DETAILSAD-02COMMON & PUBLIC AREA ACCESSIBILITY NOTES & DETAILSAD-02.1COMMON & PUBLIC AREA ACCESSIBILITY NOTES & DETAILS (2)AD-03DWELLING UNIT ACCESSIBILITY DETAILSAD-04ELEVATOR DETAILSAD-20FIRE ASSEMBLY PENETRATION KEY PLANAD-20.1FIRE PENETRATION DETAILSAD-20.2ACOUSTICAL ISOLATION DETAILSAD-20.3FIRE STOP SYSTEMSAD-21FIRE-RATED FLOOR-CEILING ASSEMBLIESAD-21FIRE-RATED FLOOR-CEILING ASSEMBLIES (cont.)AD-22FIRE-RATED INTERIOR WALL ASSEMBLIESAD-22FIRE-RATED INTERIOR WALL ASSEMBLIES (cont.)AD-22.11-HOUR FIRE PARTITION DETAILSAD-232-HOUR FIRE BARRIER DETAILSAD-24FIRE-RATED EXTERIOR WALL DETAILSAD-24.1FIRE-RATED EXTERIOR WALL DETAILS (cont.)AD-253-HR RATED FIRE WALL DETAILSAD-25ADOUBLE 2-HR FIREWALL PER NFPA 221 IN LIEU OF 3-HR FIRE WALLAD-263-HOUR FIRE BARRIER AT GREASE SHAFT DETAILSAD-27TYPICAL CORRIDOR AND TILT-UP WALL AT GARAGEAD-28FIRE-RATED PRIMARY STRUCTURAL FRAME DETAILSAD-29FIRE-RATED PRIMARY STRUCTURAL FRAME DETAILSAD-31GARAGE DETAILSAD-31.1GARAGE DETAILSAD-32SLAB ON GRADE DETAILSAD-33EXPANSION JOINT DETAILSAD-41ELEVATED SLAB DETAILSAD-41.1EXTERIOR IMPERVIOUS SURFACE (CON-DEK)AD-45BELOW GRADE WATERPROOFING DETAILSAD-51.0EXTERIOR WALL FLASHING DETAILS AT STUCCOAD-51.1EXTERIOR WALL FLASHING DETAILS AT STUCCOAD-52.0EXTERIOR DOOR FLASHING DETAILS AT STUCCOAD-52.1DOOR FLASHINIG DETAILSAD-53WINDOW DETAILS (FLUSH CONDITION)AD-54WINDOW DETAILS (RECESSED CONDITION)AD-54.1WINDOW DETAILSAD-55EXTERIOR IMPERVIOUS SURFACE (PLI-DEK)AD-55.1POST & GUARDRAIL DETAILSAD-56EXTERIOR DECK WITH HARDROCK CONCRETE TOPPINGAD-61.0TPO ROOFING DETAILSAD-61.1TPO ROOFING DETAILSAD-61.2CONCRETE FLAT TILE ROOF DETAILSAD-71INTERIOR STAIR DETAILS (STEEL STRINGER & PRE-CAST)AD-71.1INTERIOR STAIR DETAILS (WOOD)AD-71.2STAIR DETAILSAD-81STOREFRONT DETAILS (Flush Conditions)AD-82STOREFRONT DETAILS (Recessed Conditions)AD-82.1STOREFRONT DETAILSAD-82.2STOREFRONT DETAILSAD-83CANOPY DETAILSAD-84MISCELLANEOUS DETAILSAD-84.1MISCELLANEOUS DETAILSAD-91CEILING DETAILSAD-95Concrete Roof Tiles IAPMO Uniform Evaluation Services ER-1900AD-96EverGuard TPO UL ER1306-01AD-97EverGuard TPO UL ER1306-01AD-98EverGuard TPO UL ER1306-01AD-99EverGuard TPO UL ER1306-0111-30-2022THIRD OCFA SUBMITTAL03-14-2023FOURTH BUILDING DEPARTMENT SUBMITTAL12.ERRCSADCR APPROVAL LETTERTHE SUBMITTED BUILDING PLANS SETS SHALL INCLUDE A NOTE THAT THE INTERIOROF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN A SUFFICIENTLIGHTING FOR SECURITY AND SAFETY.13.INTERIOR DESIGNLicense Stamp A0-01.1CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA06-21-23ADDENDUM ASHEET INDEXSHEET INDEXSHEET INDEXCCOPYRIGHTSHEET INDEXSHEET INDEXSHEET INDEXSHEET INDEXSTRUCTURALS0-00STRUCTURAL -GENERAL NOTESS0-01STRUCTURAL -GENERAL NOTESS0-02STRUCTURAL -GENERAL NOTES, LEGENDS,ABBREVIATIONS & SHEET LISTS0-03STRUCTURAL -SPECIAL INSPECTIONSS2-11NSTRUCTURAL -BUILDING A FOUNDATION PLAN-NORTHS2-11N-SSWSTRUCTURAL -BUILDING A LEVEL 1 STUD AND SHEARWALL PLAN-NORTHS2-11SSTRUCTURAL -BUILDING A FOUNDATION PLAN-SOUTHS2-12NSTRUCTURAL -BUILDING A LEVEL 2 MILD REINFORCINGAND FRAMING PLAN-NORTHS2-12N-PTSTRUCTURAL -BUILDING A LEVEL 2 POST-TENSIONEDFRAMING & STUD AND SHEAR WALL PLAN-NORTHS2-12SSTRUCTURAL -BUILDING A LEVEL 2 MILD REINFORCINGPLAN-SOUTHS2-12S-PTSTRUCTURAL -BUILDING A LEVEL 2 POST-TENSIONEDFRAMING PLAN-SOUTHS2-13NSTRUCTURAL -BUILDING A LEVEL 3 MILD REINFORCINGAND FRAMING PLAN-NORTHS2-13N-PTSTRUCTURAL -BUILDING A LEVEL 3 POST-TENSIONEDFRAMING & STUD AND SHEAR WALL PLAN-NORTHS2-13SSTRUCTURAL -BUILDING A LEVEL 3 MILD REINFORCINGPLAN-SOUTHS2-13S-PTSTRUCTURAL -BUILDING A LEVEL 3 POST-TENSIONEDFRAMING PLAN-SOUTHS2-13S-SSWSTRUCTURAL -BUILDING A LEVEL 3 STUD AND SHEARWALL PLAN-SOUTHS2-14NSTRUCTURAL -BUILDING A LEVEL 4 MILD REINFORCINGAND FRAMING PLAN-NORTHS2-14N-PTSTRUCTURAL -BUILDING A LEVEL 4 POST-TENSIONEDFRAMING & STUD AND SHEAR WALL PLAN-NORTHS2-14SSTRUCTURAL -BUILDING A LEVEL 4 FRAMINGPLAN-SOUTHS2-14S-SSWSTRUCTURAL -BUILDING A LEVEL 4 STUD AND SHEARWALL PLAN-SOUTHS2-15NSTRUCTURAL -BUILDING A BUILDING A LEVEL 5 FRAMINGPLAN-NORTHS2-15N-SSWSTRUCTURAL -BUILDING A LEVEL 5 STUD AND SHEARWALL PLAN-NORTHS2-15SSTRUCTURAL -BUILDING A LEVEL 5 FRAMINGPLAN-SOUTHS2-15S-SSWSTRUCTURAL -BUILDING A LEVEL 5 STUD AND SHEARWALL PLAN-SOUTHS2-16NSTRUCTURAL -BUILDING A LEVEL 6 ROOF FRAMINGPLAN-NORTHS2-16SSTRUCTURAL -BUILDING A LEVEL 6 FRAMINGPLAN-SOUTHS2-16S-SSWSTRUCTURAL -BUILDING A LEVEL 6 STUD AND SHEARWALL PLAN-SOUTHS2-17SSTRUCTURAL -BUILDING A LEVEL 7 FRAMINGPLAN-SOUTHS2-17S-SSWSTRUCTURAL -BUILDING A LEVEL 7 STUD AND SHEARWALL PLAN-SOUTHS2-18SSTRUCTURAL -BUILDING A ROOF FRAMING PLAN-SOUTHS2-51NSTRUCTURAL -BUILDING B FOUNDATION PLAN-NORTHS2-51N-SSWSTRUCTURAL -BUILDING B LEVEL 1 STUD AND SHEARWALL PLAN-NORTHS2-51SSTRUCTURAL -BUILDING B FOUNDATION PLAN-SOUTHS2-51S-SSWSTRUCTURAL -BUILDING B LEVEL 1 STUD AND SHEARWALL PLAN-SOUTHS2-52NSTRUCTURAL -BUILDING B LEVEL 2 MILD REINFORCINGAND FRAMING PLAN-NORTHS2-52N-PTSTRUCTURAL -BUILDING B LEVEL 2 POST-TENSIONEDFRAMING & STUD AND SHEAR WALL PLAN-NORTHS2-52SSTRUCTURAL -BUILDING B LEVEL 2 FRAMINGPLAN-SOUTHS2-52S-SSWSTRUCTURAL -BUILDING B LEVEL 2 STUD AND SHEARWALL PLAN-SOUTHS2-53NSTRUCTURAL -BUILDING B LEVEL 3 MILD REINFORCINGAND FRAMING PLAN-NORTHS2-53N-PTSTRUCTURAL -BUILDING B LEVEL 3 POST-TENSIONEDFRAMING & STUD AND SHEAR WALL PLAN-NORTHS2-53SSTRUCTURAL -BUILDING B LEVEL 3 FRAMINGPLAN-SOUTHS2-53S-SSWSTRUCTURAL -BUILDING B LEVEL 3 STUD AND SHEARWALL PLAN-SOUTHS2-54NSTRUCTURAL -BUILDING B LEVEL 4 MILD REINFORCINGAND FRAMING PLAN-NORTHS2-54N-PTSTRUCTURAL -BUILDING B LEVEL 4 POST-TENSIONEDFRAMING & STUD AND SHEAR WALL PLAN-NORTHS2-54SSTRUCTURAL -BUILDING B LEVEL 4 FRAMINGPLAN-SOUTHS2-54S-SSWSTRUCTURAL -BUILDING B LEVEL 4 STUD AND SHEARWALL PLAN-SOUTHS2-55NSTRUCTURAL -BUILDING B LEVEL 5 FRAMINGPLAN-NORTHS2-55N-SSWSTRUCTURAL -BUILDING B LEVEL 5 STUD AND SHEARWALL PLAN-NORTHS2-55SSTRUCTURAL -BUILDING B LEVEL 5 FRAMINGPLAN-SOUTHS2-55S-SSWSTRUCTURAL -BUILDING B LEVEL 5 STUD AND SHEARWALL PLAN-SOUTHS2-56NSTRUCTURAL -BUILDING B ROOF FRAMING PLAN-NORTHS2-56SSTRUCTURAL -BUILDING B ROOF FRAMING PLAN-SOUTHS3-01STRUCTURAL -FOUNDATION DETAILSS3-02STRUCTURAL -FOUNDATION DETAILSS3-03STRUCTURAL -FOUNDATION DETAILSS3-04STRUCTURAL -FOUNDATION DETAILSS3-05STRUCTURAL -SHEAR WALL ELEVATIONSS3-06STRUCTURAL -SHEAR WALL ELEVATIONSS4-01STRUCTURAL -CONCRETE FRAMING DETAILSS4-02STRUCTURAL -CONCRETE FRAMING DETAILSS4-03STRUCTURAL -CONCRETE FRAMING DETAILSS5-01STRUCTURAL -WOOD FRAMING DETAILSS5-02STRUCTURAL -WOOD FRAMING DETAILSS5-03STRUCTURAL -WOOD FRAMING DETAILSS5-04STRUCTURAL -WOOD FRAMING DETAILSS5-05STRUCTURAL -WOOD FRAMING DETAILSS5-06STRUCTURAL -WOOD FRAMING DETAILSS7-01STRUCTURAL -CMU DETAILSS7-02STRUCTURAL -CMU DETAILSS8-01STRUCTURAL -STEEL FRAMING DETAILSS8-02STRUCTURAL -STEEL FRAMING DETAILSS8-03STRUCTURAL -STEEL FRAMING DETAILSMECHANICALM1-0MECHANICAL NOTES & EQUIPMENT SCHEDULESM1-1MECHANICAL NON-RESIDENTIAL SCHEDULESM1-2MECHANICAL DETAILSM2-11MECHANICAL BUILDING A LEVEL 1M2-12MECHANICAL BUILDING A LEVEL 2M2-13MECHANICAL BUILDING A LEVEL 3M2-14MECHANICAL BUILDING A LEVEL 4M2-15MECHANICAL BUILDING A LEVEL 5M2-16MECHANICAL BUILDING A LEVEL 6M2-17MECHANICAL BUILDING A LEVEL 7M2-18MECHANICAL BUILDING A ROOFM2-51MECHANICAL BUILDING B LEVEL 1M2-52MECHANICAL BUILDING B LEVEL 2M2-53MECHANICAL BUILDING B LEVEL 3M2-54MECHANICAL BUILDING B LEVEL 4M2-55MECHANICAL BUILDING B LEVEL 5M2-56MECHANICAL BUILDING B ROOFMU-1MECHANICAL UNIT PLANS P0.1A, P0.1B, P0.2A, P0.3A,P0.3B & P1.1AMU-2MECHANICAL UNIT PLANS P1.1B, P1.2A, P2.1A & P2.1BMU-3MECHANICAL UNIT PLANS P2.2A, P2.2B, P2.3A & P2.3BMU-4MECHANICAL UNIT PLANS P2.4A, P2.5A, P3.1A & P3.1BMU-5MECHANICAL UNIT PLANS P3.2A, P3.2B, P3.2C & P3.3MU-6MECHANICAL UNIT PLANS P4.1A, P4.1C, P4.1E & P4.1FMU-7MECHANICAL UNIT PLANS P4.2A, P0.1C, P2.1J & P2.1LMU-8MECHANICAL UNIT PLANS P2.2G, P2.2P, P2.6A & P3.4AMU-9ENLARGED POOL CLUBHOUSE & L2 BREAK RMMU-10ENLARGED LEASING OFFICES & FITNESS FLOOR PLANSELECTRICALBUILDING A & BE 0-01BLDG A & B - ELECTRICAL COVER SHEETE0-02BLDG A & B - LIGHTING FIXTURE SCHEDULE & DETAILSE0-03BLDG A - LIGHTING CONTROL DIAGRAMSE0-04BLDG A & B - INDOOR TITLE 24 COMPLIANCE FORMSE0-04ABLDG A & B - INDOOR TITLE 24 COMPLIANCE FORMSE0-05BLDG A & B - INDOOR TITLE 24 COMPLIANCE FORMSE0-05ABLDG A & B - INDOOR TITLE 24 COMPLIANCE FORMSE0-11BLDG A - SINGLE LINE DIAGRAME0-12BLDG A - PARTIAL SINGLE LINE DIAGRAME0-13BLDG A - LOAD CALCULATIONSE0-14BLDG A - PANEL SCHEDULESE0-15BLDG A & B - PANEL SCHEDULESE0-16BLDG A & B - PANEL SCHEDULESE0-17BLDG A & B - PANEL SCHEDULESE0-18BLDG B - PANEL SCHEDULESE0-51BLDG B - SINGLE LINE DIAGRAME0-52BLDG B - PARTIAL SINGLE LINE DIAGRAME0-53BLDG B - LOAD CALCULATIONSE1-01BLDG A & B - SITE LIGHTING PLANE2-11BLDG A - 1ST FLOOR POWER PLANE2-11AENLARGED FITNESS LIGHTING & POWER PLANSE2-11BENLARGED LEASING OFFICE LIGHTING & POWER PLANSE2-12BLDG A - 2ND FLOOR POWER PLANE2-13BLDG A - 3RD FLOOR POWER PLANE2-14BLDG A - 4TH FLOOR POWER PLANE2-15BLDG A - 5TH FLOOR POWER PLANE2-16BLDG A - 6TH FLOOR POWER PLANE2-17BLDG A - 7TH FLOOR POWER PLANE2-18BLDG A - ROOF POWER PLANE3-11BLDG A - 1ST FLOOR LIGHTING PLANE3-12BLDG A - 2ND FLOOR LIGHTING PLANE3-13BLDG A - 3RD FLOOR LIGHTING PLANE3-14BLDG A - 4TH FLOOR LIGHTING PLANE3-15BLDG A - 5TH FLOOR LIGHTING PLANE3-16BLDG A - 6TH FLOOR LIGHTING PLANE3-17BLDG A - 7TH FLOOR LIGHTING PLANE4-51BLDG B - 1ST FLOOR POWER PLANE4-52BLDG B - 2ND FLOOR POWER PLANE4-53BLDG B - 3RD FLOOR POWER PLANE4-54BLDG B - 4TH FLOOR POWER PLANE4-55BLDG B - 5TH FLOOR POWER PLANE5-51BLDG B - 1ST FLOOR LIGHTING PLANE5-52BLDG B - 2ND FLOOR LIGHTING PLANE5-53BLDG B - 3RD FLOOR LIGHTING PLANE5-54BLDG B - 4TH FLOOR LIGHTING PLANE5-55BLDG B - 5TH FLOOR LIGHTING PLANE6-11TYPICAL UNIT PLANSE6-12TYPICAL UNIT PLANSE6-13TYPICAL UNIT PLANSE6-14TYPICAL UNIT PLANSE6-15TYPICAL UNIT PLANSE6-16TYPICAL UNIT PLANSE6-17TYPICAL UNIT PLANSE6-18TYPICAL UNIT PLANSE6-19TYPICAL UNIT PLANSE6-20TYPICAL UNIT PLANSE6-21TYPICAL UNIT PLANSE6-22TYPICAL UNIT PLANSE6-23BLDG A - SOUTH & EAST FACADES LIGHTINGE6-24BLDG A - NORTH & WEST FACADES LIGHTINGE6-25BLDG A - POOL COURTYARD FACADES LIGHTINGE6-26BLDG B - SOUTH & EAST FACADES LIGHTINGE6-27BLDG B - NORTH & WEST FACADES LIGHTINGE6-28BLDG B - COURTYARD SOUTH/WEST/EAST FACADESLIGHTINGE7-11BLDG A - 1ST FLOOR PHOTOMETRIC PLANE7-12BLDG A - 2ND FLOOR PHOTOMETRIC PLANE7-13BLDG A - 3RD FLOOR PHOTOMETRIC PLANE7-14BLDG A - 4TH FLOOR PHOTOMETRIC PLANE7-15BLDG A - 5TH FLOOR PHOTOMETRIC PLANE7-16BLDG A - 6TH FLOOR PHOTOMETRIC PLANE7-17BLDG A - 7TH FLOOR PHOTOMETRIC PLANE7-51BLDG B - 1ST FLOOR PHOTOMETRIC PLANE7-52BLDG B - 2ND FLOOR PHOTOMETRIC PLANE7-53BLDG B - 3RD FLOOR PHOTOMETRIC PLANE7-54BLDG B - 4TH FLOOR PHOTOMETRIC PLANE7-55BLDG B - 5TH FLOOR PHOTOMETRIC PLANPLUMBINGP0.0APLUMBING NOTES/SCHEDULES, SHEET INDEXP0.0BPLUMBING CALCULATIONS & DETAILSP0.0CPLUMBING DETAILS/NOTESP0.0DPLUMBING BOOSTER PUMP DETAILSP0.0EPLUMBING NOTESP-1.0WASTE & VENT RISER DIAGRAMSP-1.0AWASTE & VENT RISER DIAGRAMSP-1.1STORM AND AREA DRAIN LINE DIAGRAMSP-2.0WATER RISER DIAGRAMSP-3.0GAS RISER DIAGRAMSP-4.0PLUMBING ENLARGE UNITSP-4.1PLUMBING ENLARGE UNITSP-4.2PLUMBING ENLARGE UNITSP-4.3PLUMBING ENLARGE COMMON AREASP-4.4PLUMBING ENLARGE ROOF EQUIPMENT BUILDING A ANDBPA0.1PLUMBING SITE PLAN BUILDING APA.1.0PLUMBING WASTE & VENT UNDERGROUNDPA.1.1PLUMBING WASTE & VENT LEVEL 1PA.1.2PLUMBING WASTE & VENT LEVEL 2PA.1.3PLUMBING WASTE & VENT LEVEL 3PA.1.4PLUMBING WASTE & VENT LEVEL 4PA.1.5PLUMBING WASTE & VENT LEVEL 5PA.1.6PLUMBING WASTE & VENT LEVEL 6PA.1.7PLUMBING WASTE & VENT LEVEL 7PA.1.8PLUMBING WASTE & VENT ROOFPA.2.1PLUMBING WATER & GAS LEVEL 1PA.2.2PLUMBING WATER & GAS LEVEL 2PA.2.3PLUMBING WATER & GAS LEVEL 3PA.2.4PLUMBING WATER & GAS LEVEL 4PA.2.5PLUMBING WATER & GAS LEVEL 5PA.2.6PLUMBING WATER & GAS LEVEL 6PA.2.7PLUMBING WATER & GAS LEVEL 7PA.2.8PLUMBING WATER & GAS ROOF PLANPB.0.2PLUMBING SITE PLAN BUILDING BPB.1.0PLUMBING WASTE & VENT UNDERGROUNDPB.1.1PLUMBING WASTE & VENT LEVEL 1PB.1.2PLUMBING WASTE & VENT LEVEL 2PB.1.3PLUMBING WASTE & VENT LEVEL 3PB.1.4PLUMBING WASTE & VENT LEVEL 4PB.1.5PLUMBING WASTE & VENT LEVEL 5PB.1.6PLUMBING WASTE & VENT ROOFPB.2.1PLUMBING WATER & GAS LEVEL 1PB.2.2PLUMBING WATER & GAS LEVEL 2PB.2.3PLUMBING WATER & GAS LEVEL 3PB.2.4PLUMBING WATER & GAS LEVEL 4PB.2.5PLUMBING WATER & GAS LEVEL 5PB.2.6PLUMBING WATER & GAS ROOF PLANLOW VOLTAGEBUILDING ARESCUE ASSISTANCE 2-WAY COMMUNICATIONS SYSTEMRA-101COVER SHEETRA-102SYMBOL AND CABLING LEGENDRA-201DETAILSRA-202DETAILSRA-301RISER DIAGRAMRA-401SITE PLANRA-501BUILDING A FIRST LEVEL FLOOR PLANRA-502BUILDING A SECOND LEVEL FLOOR PLANRA-503BUILDING A THIRD LEVEL FLOOR PLANRA-504BUILDING A FOURTH LEVEL FLOOR PLANRA-505BUILDING A FIFTH LEVEL FLOOR PLANRA-506BUILDING A SIXTH LEVEL FLOOR PLANRA-507BUILDING A SEVENTH LEVEL FLOOR PLANRA-508BUILDING A ROOF PLANBUILDING AEMERGENCY RESPONDER RADIO COVERAGE SYSTEMERRCS-101COVER SHEETERRCS-201DETAILSERRCS-301RISER DIAGRAMERRCS-401SITE PLANERRCS-501FIRST LEVELERRCS-502SECOND LEVELERRCS-503THIRD LEVELERRCS-504FOURTH LEVELERRCS-505FIFTH LEVELERRCS-506SIXTH LEVELERRCS-507SEVENTH LEVELERRCS-508ROOFBUILDING AFIRE ALARM SYSTEMFA-101BUILDING A COVER SHEETFA-201DETAILSFA-202DETAILS CONT.FA-203DETAILS CONT.FA-204DETAILS CONT.FA-301RISER DIAGRAMFA-302RISER DIAGRAM CONT.FA-303RISER DIAGRAM CONT.FA-304CALCULATIONSFA-501BUILDING A LEVEL 1FA-502BUILDING A LEVEL 2FA-503BUILDING A LEVEL 3FA-504BUILDING A LEVEL 4FA-505BUILDING A LEVEL 5FA-506BUILDING A LEVEL 6FA-507BUILDING A LEVEL 7BUILDING ALOW VOLTAGE STRUCTURED CABLING SYSTEMLVSC-101COVER SHEETLVSC-201DETAILSLVSC-202DETAILSLVCS-301RISER DIAGRAMLVSC-501FIRST LEVEL FLOOR PLANLVSC-501.1FIRST LEVEL FLOOR PLAN ENLARGED AMENITIESLVSC-502SECOND LEVEL FLOOR PLANLVSC-502.1SECOND LEVEL FLOOR PLAN ENLARGED DETAILSLVSC-503THIRD LEVEL FLOOR PLANLVSC-503.1THIRD LEVEL FLOOR PLAN ENLARGED DETAILLVSC-504FOURTH LEVEL FLOOR PLANLVSC-505FIFTH LEVEL FLOOR PLANLVSC-506SIXTH LEVEL FLOOR PLANLVSC-507SEVENTH LEVEL FLOOR PLANLVSC-507.1SEVENTH LEVEL ENLARGED DETAILSLVSC-508ROOF LEVEL FLOOR PLANLVSC-601ENLARGED UNIT PLANSLVSC-602ENLARGED UNIT PLANSLVSC-603ENLARGED UNIT PLANSLVSC-604ENLARGED UNIT PLANLVSC-605ENLARGED UNIT PLANSLVSC-606ENLARGED UNIT PLANSBUILDING BRESCUE ASSISTANCE 2-WAY COMMUNICATIONS SYSTEMRA-101COVER SHEETRA-102SYMBOL AND CABLING LEGENDSRA-201DETAILSRA-202DETAILSRA-301RISER DIAGRAMRA-401SITE PLANRA-501BUILDING B FIRST LEVEL FLOOR PLANRA-502BUILDING B SECOND LEVEL FLOOR PLANRA-503BUILDING B THIRD LEVEL FLOOR PLANRA-504BUILDING B FOURTH LEVEL FLOOR PLANRA-505BUILDING B FIFTH LEVEL FLOOR PLANRA-506BUILDING B ROOF LEVEL FLOOR PLANBUILDING BEMERGENCY RESPONDER RADIO COVERAGE SYSTEMERRCS-101COVER SHEETERRCS-201DETAILSERRCS-301RISER DIAGRAMERRCS-401SITE PLANERRCS-501FIRST LEVELERRCS-502SECOND LEVELERRCS-503THIRD LEVELERRCS-504FOURTH LEVELERRCS-505FIFTH LEVELERRCS-506ROOFBUILDING BFIRE ALARM SYSTEMFA-101COVER SHEETFA-201DETAILSFA-202DETAILS CONT.FA-203DETAILS CONT.FA-204DETAILS CONT.FA-301RISER DIAGRAMFA-302RISER DIAGRAM CONT.FA-303RISER DIAGRAM CONT.FA-304CALCULATIONSFA-501BUILDING B LEVEL 1FA-502BUILDING B LEVEL 2FA-503BUILDING B LEVEL 3FA-504BUILDING B LEVEL 4FA-505BUILDING B LEVEL 5BUILDING BLOW VOLTAGE STRUCTURED CABLING SYSTEMLVSC-101BUILDING B COVER SHEETLVSC-201BUILDING B DETAILSLVSC-202BUILDING B DETAILSLVSC-301BUILDING B RISER DIAGRAMLVSC-501BUILDING B FIRST LEVEL FLOOR PLANLVSC-501.1BUILDING B FIRST LEVEL ENLARGED DETAILSLVSC-502BUILDING B SECOND LEVEL FLOOR PLANLVSC-502.1BUILDING B SECOND LEVEL ENLARGED DETAILSLVSC-503BUILDING B THIRD LEVEL FLOOR PLANLVSC-503.1BUILDING B THIRD LEVEL ENLARGED DETAILSLVSC-504BUILDING B FOURTH LEVEL FLOOR PLANLVSC-504.1BUILDING B FOURTH LEVEL ENLARGED DETAILSLVSC-505BUILDING B FIFTH LEVEL FLOOR PLANLVSC-505.1BUILDING B FIFTH LEVEL ENLARGED DETAILSLVSC-506BUILDING B ROOF LEVEL FLOOR PLANLVSC-601ENLARGED UNIT PLANSLVSC-602ENLARGED UNIT PLANSLVSC-603ENLARGED UNIT PLANSLVSC-604ENLARGED UNIT PLANSLVSC-605ENLARGED UNIT PLANSLVSC-606ENLARGED UNIT PLANSCIVIL (FORREFERENCE ONLY)BUILDING APRECISE GRADING PLANS1TITLE SHEET2INDEX MAP3PRECISE GRADING PLAN4PRECISE GRADING PLAN5AREA DRAIN PLAN6AREA DRAIN PLAN7DETAILS8DETAILS9EROSION CONTROL PLAN10WQMP BMP - SITE PLANBUILDING BPRECISE GRADING PLANS1TITLE SHEET2INDEX MAP3PRECISE GRADING PLAN4PRECISE GRADING PLAN5AREA DRAIN PLAN6AREA DRAIN PLAN7DETAILS8DETAILS9EROSION CONTROL PLAN10WQMP BMP - SITE PLANLANDSCAPELTS-01LANDSCAPE TITLE SHEETLCP-01LANDSCAPE CONSTRUCTION PLANLCP-02LANDSCAPE CONSTRUCTION PLANLCP-03LANDSCAPE CONSTRUCTION PLANLHP-01LANDSCAPE HORIZONTAL CONTROL PLANLHP-02LANDSCAPE HORIZONTAL CONTROL PLANLHP-03LANDSCAPE HORIZONTAL CONTROL PLANLCM-01LANDSCAPE CONSTRUCTION MATERIALSLCM-02LANDSCAPE CONSTRUCTION MATERIALSLCD-01LANDSCAPE CONSTRUCTION DETAILSLCD-02LANDSCAPE CONSTRUCTION DETAILSLCD-03LANDSCAPE CONSTRUCTION DETAILSLCD-04LANDSCAPE CONSTRUCTION DETAILSLCD-05LANDSCAPE CONSTRUCTION DETAILSLCD-06LANDSCAPE CONSTRUCTION DETAILSLCD-07LANDSCAPE CONSTRUCTION DETAILSLCD-08LANDSCAPE CONSTRUCTION DETAILSLCD-09LANDSCAPE CONSTRUCTION DETAILSLIL-01IRRIGATION LEGEND AND NOTESLIP-01IRRIGATION PLANLIP-02IRRIGATION PLANLID-01IRRIGATION DETAILSLPP-01LANDSCAPE PLANTING PLANLPP-02LANDSCAPE PLANTING PLANLPP-03LANDSCAPE PLANTING PLANLPD-01LANDSCAPE PLANTING DETAILSEBMEBM0.0SITE PLAN & GENERAL NOTESEBM1.0ACOMPOSITE ROOF PLAN AEBM0.0BCOMPOSITE ROOF PLAN BEBM2.0ANORTH & EAST EXTERIOR ELEVATIONS BLDG AEBM2.0ANORTH & EAST EXTERIOR ELEVATIONS BLDG AEBM2.1AWEST & SOUTH EXTERIOR ELEVATIONS BLDG AEBM2.2BWEST & SOUTH EXTERIOR ELEVATIONS BLDG BEBM2.3BEAST & NORTH EXTERIOR ELEVATIONS BLDG BEBM3.0SECTIONS & DETAILSEBM4.0OPERABLE WINDOW PARAMETERSINTERIOR DESIGNCOVERSCHEDULESSCH-01FINISH SCHEDULESCH-02LIGHTING SCHEDULESCH-03HARDWARE & ACCESSORIES SCHEDULESCH-04UNIT SCHEDULEOVERALL PLANSID-00.1ABUILDING A - LEVEL 1ID-00.2ABUILDING A - LEVEL 2ID-00.3ABUILDING A - LEVEL 3ID-00.4ABUILDING A - LEVEL 4ID-00.5ABUILDING A - LEVEL 5ID-00.6ABUILDING A - LEVEL 6ID-00.7ABUILDING A - LEVEL 7ID-00.1BBUILDING B - LEVEL 1ID-00.2BBUILDING B - LEVEL 2ID-00.3BBUILDING B - LEVEL 3ID-00.4BBUILDING B - LEVEL 4ID-00.5BBUILDING B - LEVEL 5BUILDING ALEVEL 1 AMENITIESID-01.1CONSTRUCTION PLANID-01.2REFLECTED CEILING PLANID-01.3POWER & DATA PLANID-01.4FLOOR FINISH PLANID-01.5ROOM FINISH PLANID-01.6FF&E PLANBUILDING ALEVEL 2 AMENITIESID-02.1CONSTRUCTION PLANID-02.2REFLECTED CEILING PLANID-02.3POWER & DATA PLANID-02.4FLOOR FINISH PLANID-02.5ROOM FINISH PLANID-02.6FF&E PLANBUILDING ALEVEL 3 AMENITIESID-03.1CONSTRUCTION PLANID-03.2REFLECTED CEILING PLANID-03.3POWER & DATA PLANID-03.4FLOOR FINISH PLANID-03.5ROOM FINISH PLANID-03.6FF&E PLANBUILDING ALEVEL 2-7 TYPICAL GARAGE, CORRIDOR AND ELEVATORSID-04.1CONSTRUCTION PLANID-04.2REFLECTED CEILING PLANID-04.4FLOOR FINISH PLANID-04.5ROOM FINISH PLANBUILDING BLEVEL 1 MAIL, GARAGE AND ELEVATORSID-05.1CONSTRUCTION PLANID-05.2REFLECTED CEILING PLANID-05.3POWER & DATA PLANID-05.4FLOOR FINISH PLANID-05.5ROOM FINISH PLANBUILDING BLEVEL 2-4 GARAGE, CORRIDOR AND ELEVATORSID-06.1CONSTRUCTION PLANID-06.2REFLECTED CEILING PLANID-06.4FLOOR FINISH PLANID-06.5ROOM FINISH PLANELEVATIONSID-E01INTERIOR ELEVATIONSID-E02INTERIOR ELEVATIONSID-E03INTERIOR ELEVATIONSTYPICAL UNITSID-U01TYPICAL UNIT - SCHEME A & BDETAILSID-D01DETAILSID-D02DETAILSID-D03DETAILSID-D04DETAILSID-D05DETAILSGREENGRN.1CALGREEN RESIDENTIAL MEASURESGRN.2CALGREEN NON-RESIDENTIAL MEASURESEN.1T24 ENERGY COMPLIANCE - BLDG AEN.1.1T24 ENERGY COMPLIANCE - BLDG AEN.2T24 ENERGY COMPLIANCE - BLDG BEN.2.1T24 ENERGY COMPLIANCE - BLDG BEN.3T24 ENERGY COMPLIANCE - AMENITIES - BLDG A CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ACODE & PROJECTSUMMARIESA0-02 CODE ANALYSIS DATACODE COMPLIANCETHIS PROJECT SHALL COMPLY WITH ALL OTHER REGULATIONS AND ORDINANCES ADOPTED BY THE STATE GOVERNING AGENCIES.APPLICABLE CODES:2019 EDITION OF THE CALIFORNIA BUILDING CODE (CBC)2019 EDITION OF THE CALIFORNIA MECHANICAL CODE (CMC)2019 EDITION OF THE CALIFORNIA PLUMBING CODE (CPC)2019 EDITION OF THE CALIFORNIA ELECTRICAL CODE (CEC)2019 EDITION OF THE CALIFORNIA FIRE CODE2019 EDITION OF THE CALIFORNIA ENERGY CODE2019 EDITION OF THE CALIFORNIA GREEN BUILDING CODEPROJECT DESCRIPTIONPROPOSED ARE 2 RESIDENTIAL APARTMENT BUILDINGS CONSISTING OF THE FOLLOWING:BUILDING A:·MIXED-USE APARTMENT BUILDINGS:··2-STORY, TYPE I-A MIXED-USE BUILDING, LEASING, FITNESS, RETAIL, STORAGE, 6 UNITS,··5-STORY ABOVE PODIUM, TYPE III-A RESIDENTIAL BUILDING, 73 UNITS (7 STORIES TOTAL)··5-STORY ON-GRADE, TYPE III-A RESIDENTIAL BUILDING, 20 UNITS··FIRE WALLS ARE USED TO SEPARATE THE BUILDING ABOVE THE PODIUM INTO 3 BUILDING PORTIONS··BUILDING COMPLIES WITH CBC SECTION 510.2 AND 705.3 EXCEPTION 2··FIRE SPRINKLER SYSTEM: NFPA-13··BUILDING HEIGHT: MAX. ALLOWABLE - 85' , ACTUAL - 71'-7 12"··PRIMARY OCCUPANCY R-2, ALSO CONTAINS A-2, A-3, B, M, U··TOTAL BUILDING OCCUPANT LOAD: 1,489. SEE EXITING ANALYSIS SHEETS A0-31 - A0-37 FOROCCUPANCY GROUPS AND OCCUPANCY LOADS BREAKDOWN.·PARKING GARAGE:··5-STORY, TYPE I-A OPEN PARKING GARAGE··BUILDING COMPLIES WITH CBC SECTION 510.2 AND 705.3 EXCEPTION 2··FIRE SPRINKLER SYSTEM: NFPA-13··BUILDING HEIGHT: MAX. ALLOWABLE - UNLIMITED, ACTUAL - 48'-3"··PRIMARY OCCUPANCY S-2, ALSO CONTAINS R-2, U··TOTAL BUILDING OCCUPANT LOAD: 459. SEE EXITING ANALYSIS SHEETS A0-31 - A0-37 FOROCCUPANCY GROUPS AND OCCUPANCY LOADS BREAKDOWN.BUILDING B:·APARTMENT BUILDING:··5-STORY, TYPE III-A RESIDENTIAL APARTMENT BUILDING, 70 UNITS··FIREWALLS ARE USED TO SEPARATE THE BUILDING INTO 3 BUILDING PORTIONS··BUILDINGS COMPLY WITH CBC SECTION 705.3 EXCEPTION 2··FIRE SPRINKLER SYSTEM: NFPA-13··BUILDING HEIGHT: MAX. ALLOWABLE - 85' , ACTUAL - 59'-1/2"··OCCUPANCY R-2,··TOTAL BUILDING OCCUPANT LOAD: 428. SEE EXITING ANALYSIS SHEETS A0-31 - A0-37 FOROCCUPANCY GROUPS AND OCCUPANCY LOADS BREAKDOWN.·PARKING GARAGE:··4-STORY, TYPE I-A OPEN PARKING GARAGE··BUILDINGS COMPLY WITH CBC SECTION 705.3 EXCEPTION 2··FIRE SPRINKLER SYSTEM: NFPA-13··BUILDING HEIGHT: MAX. ALLOWABLE - UNLIMITED, ACTUAL - 56'-3 18"··PRIMARY OCCUPANCY S-2, ALSO CONTAINS R-2··TOTAL BUILDING OCCUPANT LOAD: 390. SEE EXITING ANALYSIS SHEETS A0-31 - A0-37 FOROCCUPANCY GROUPS AND OCCUPANCY LOADS BREAKDOWN.BUILDING & UNIT SUMMARYFIRE-RESISTANCE RATING FOR BUILDING ELEMENTS (HOURS) - CBC TABLE 601BUILDING ELEMENTSTYPE OFCONSTRUCTIONIAIIIAPRIMARY STRUCTURAL FRAME (CBC 202 and 704)31BEARING WALLS-EXTERIOR32BEARING WALLS-INTERIOR31NONBEARING WALLS AND PARTITIONS -EXTERIORCBC TABLE 602NONBEARING WALLS AND PARTITIONS -INTERIOR00FLOOR AND ASSOCIATE SECONDARY MEMBERS21ROOF AND ASSOCIATE SECONDARY MEMBERS1 1/21SEPARATED OCCUPANCIESOCCUPANCY TYPER-2S-2BAMSEPARATION OF OCCUPANCIES(CBC TABLE 508.4)R-2 to S-2: 1-HRR-2 to B: 1-HRR-2 to A: 1-HRR-2 to M: 1-HRS-2 to R-2: 1-HRS-2 to B: 1-HRS-2 to A: NoneS-2 to M: 1-HRB to R-2: 1-HRB to S-2: 1-HRB to A: 1-HRB to M:NoneA to R-2: 1-HRA to S-2: NoneA to B: 1-HRA to M: 1-HRM to R-2: 1-HRM to S-2: 1-HRM to B:NoneM to A: 1-HRBUILDING A AREA SUMMARYFLOOR LEVELTOTAL AREA (SF)FIRST LEVEL (01)PARKING STRUCTURE21,027FIRST LEVEL (01)LEASING/AMENITIES5,711FIRST LEVEL (01)COMMERCIAL12,157FIRST LEVEL (01)RESIDENTIAL12,52351,418SECOND LEVEL (02)PARKING STRUCTURE19,997SECOND LEVEL (02)AMENITIES2,471SECOND LEVEL (02)RESIDENTIAL13,353SECOND LEVEL (02)RESIDENT STORAGE1,47037,291THIRD LEVEL (03)PARKING STRUCTURE21,410THIRD LEVEL (03)AMENITIES2,472THIRD LEVEL (03)RESIDENTIAL21,33245,214FOURTH LEVEL (04)PARKING STRUCTURE21,415FOURTH LEVEL (04)RESIDENTIAL22,06143,476FIFTH LEVEL (05)PARKING STRUCTURE11,185FIFTH LEVEL (05)RESIDENTIAL23,95535,140SIXTH LEVEL (06)RESIDENTIAL18,594SEVENTH LEVEL (07)AMENITIES1,052SEVENTH LEVEL (07)RESIDENTIAL17,04618,098TOTALBUILDING AREA249,231SITE AREA61,989F.A.R.4.02RESIDENTIAL129,916PARKING95,034COMMERCIAL12,157LEASING/AMENITIES5,711PRIVATE OPEN SPACEUNIT TYPEUNIT DECKFLOOR AREA(SF)NUMBER OFUNITSTOTAL (SF)1 BEDROOMP1.1A68168P1.1B684272P1.1C68168P1.1D684272P1.1E682136P1.1G66166P1.1H66166P1.1K664264P1.3A841842 BEDROOMP2.1B742148P2.1C742148P2.1D84184P2.1E742148P2.1F742148P2.1G68168P2.1H742148P2.1J684272P2.2B773231P2.2C77177P2.2D743222P2.2E742148P2.2F77177P2.2G67167P2.2H67167P2.2J672134P2.2K67167P2.2L84184P2.2M843252P2.2N84184P2.2P634252P2.2Q63163TOTAL PRIVATE OPEN SPACE PROVIDED (SF)4,285TOTAL PRIVATE OPEN SPACE REQUIRED (SF)8,450DEFICIT (TO BE MADE UP BY COMMON INTERIOR)4,165COMMON INTERIOR OPEN SPACE (SF)CLUBROOM1791YOGA499FITNESS1436CO-WORKING2351TOTAL COMMON INTERIOR OPEN SPACE6077PUBLIC OPEN SPACE - BLDG AAREALANDSCAPE(SF)HARDSCAPE (SF)TOTAL (SF)SETBACK548328878370LEVEL 3 RECREATION100257446746ROOF DECK95862957TOTAL PROVIDED (SF)6580949316073TOTAL REQUIRED - 15% OF SITE (SF)9298PUBLIC OPEN SPACE - BLDG BAREALANDSCAPE(SF)HARDSCAPE (SF)TOTAL (SF)SETBACK & COURTYARD8320402112341TOTAL PROVIDED (SF)8320402112341TOTAL REQUIRED - 15% OF SITE (SF)8374REQUIRED PLUMBING FIXTURES:BLDG A A-3 OCCUPANCY LEVEL 1 CO-WORKING SPACE:MULTIPLE USER RESTROOM PROVIDED ON LEVEL 2. REFER TO A5-55 FORREQUIRED FIXTURE TABLE AND NOTES.BLDG A B OCCUPANCY LEVEL 1 LEASING, LEVEL 1 FITNESS AND LEVEL 2YOGA:SINGLE USER RESTROOM PROVIDED ON LEVEL 1. REFER TO A5-54 FORREQUIRED FIXTURE TABLE AND NOTES.BLDG A COMBINED OCCUPANCY LEVEL 3 CLUBROOM AND POOL DECK:MULTIPLE USER RESTROOM PROVIDED ON LEVEL 3. REFER TO A5-60A FORREQUIRED FIXTURE TABLE AND NOTES.BLDG A B OCCUPANCY LEVEL 7 ROOF DECK:SINGLE USER RESTROOM PROVIDED ON LEVEL 7. REFER TO A5-63 FORREQUIRED FIXTURE TABLE AND NOTES.NOTE: REQUIRED PLUMBING FIXTURES FOR RESTAURANT/KITCHEN ANDRETAIL SPACES ARE UNDER A SEPARATE CORE AND SHELL PERMIT.BUILDING A LEVEL 1 AMENITY/COMMON BREAKDOWN TABLEFLOOR LEVELTOTAL AREA (SF)LEVEL 1FITNESS1624LEVEL 1LEASING OFFICES/CONFERENCE/WORK PODS857LEVEL 1CO-WORKING2351LEVEL 1MAIL LOBBY434LEVEL 1PARCEL ROOM324LEVEL 1RESTROOM121LEVEL 1TOTAL5711BUILDING A COMMERCIAL AREA BREAKDOWN TABLEFLOOR LEVELTOTAL AREA (SF)LEVEL 1RESTAURANT DINING2526LEVEL 1RESTAURANT KITCHEN1348LEVEL 1RETAIL8283TOTAL AREA12157BUILDING A LEVEL 2 AMENITY/COMMON BREAKDOWN TABLEFLOOR LEVELTOTAL AREA (SF)LEVEL 2YOGA653LEVEL 2BREAK ROOM277LEVEL 2RESTROOMS532LEVEL 2CO-LIVING OPERATIONSOFFICES1009LEVEL 2TOTAL2471BUILDING A LEVEL 3 AMENITY/COMMON BREAKDOWN TABLEFLOOR LEVELTOTAL AREA (SF)LEVEL 3CLUBROOM1869LEVEL 3RESTROOM603LEVEL 3TOTAL2472BUILDING A LEVEL 7 AMENITY/COMMON BREAKDOWN TABLEFLOOR LEVELTOTAL AREA (SF)LEVEL 7RESTROOM89LEVEL 7ROOF DECK963LEVEL 7TOTAL1052BUILDING B AREA SUMMARYFLOOR LEVELTOTAL AREA (SF)FIRST LEVEL (01)PARKING STRUCTURE20,379FIRST LEVEL (01)AMENITIES476FIRST LEVEL (01)RESIDENTIAL20,30741,162SECOND LEVEL (02)PARKING STRUCTURE20,058SECOND LEVEL (02)RESIDENTIAL20,50240,560THIRD LEVEL (03)PARKING STRUCTURE20,841THIRD LEVEL (03)RESIDENTIAL20,54341,384FOURTH LEVEL (04)PARKING STRUCTURE20,899FOURTH LEVEL (04)RESIDENTIAL20,54341,442FIFTH LEVEL (05)TRASH VESTIBULE127FIFTH LEVEL (05)RESIDENTIAL20,54320,670TOTAL BUILDING AREA185,218SITE AREA55,828F.A.R.3.32RESIDENTIAL102,565PARKING82,177RETAIL0LEASING0AMENITIES476BUILDING B LEVEL 1 AMENITY/COMMON BREAKDOWN TABLEFLOOR LEVELTOTAL AREA (SF)LEVEL 1MAIL ROOM476LEVEL 1TOTAL476AAAAAAA06-21-23 RWSPFECLV ELECLV ELEC LVELECLVELECLVELEC LVELECELEC LV ELEC LV LV ELEC ELECLVELECLVLVELECLVELECLV ELEC LVELECLVELECLV ELEC UPDNSTAIR A1UP 5%UP 5.0%UP 5%DOWN 5%EVEVEVFECFEC FECFECDOWN 1.5%ñññ ññ ññññ ññ ñEVEVEV30'-10" 18'-8"EVEVEVEVEVEVEVUPDNDNUPFECFECFEC DNUPSPA-31869 SQ. FT.R-28012 SQ. FT.AREA "A1"9,881 SQ. FT.AREA "A2"8580 SQ. FT.AREA "A3"5343 SQ. FT.S-2 PARKING GARAGETYPE IA CONSTRUCTIONUNLIMITED AREAALLOWEDRWSPFECLV ELECLV ELEC LVELECLVELECLVELEC LVELECELEC LV ELEC LV LV ELEC ELECLVELECLVLVELECLVELECLV ELEC LVELECLVELECLV ELEC DNSTAIR A1UP 5%UP 5%UP 5%DOWN 5%FECFECFECDOWM 1.5%ñññ ññ ññññ ññ ñEVEVEVEVEVEVEVEVEVEVFECñEVEVLVELECUPDNDNUPFECFECFEC DNUPSPAREA "A1"8061 SQ. FT.AREA "A2"8657 SQ. FT.AREA "A3"5343 SQ. FT.S-2 PARKING GARAGETYPE IA CONSTRUCTIONUNLIMITED AREAALLOWEDRWSPFECLVELECLVELEC ELEC LVELECLVLVELECELECLVELECLVLVELECLVELECLVELECLVELECLVELECLVELECLVELECLVELECLVELEC TURN-AROUNDSPOTUP 5%UP 5%DOWN 5%FEC DOWN 1.6%ññññññ ññññññEVEVEVEV LVELECUPDNDNLVELECLVELECLVELECFECFECFECDNUPSPAREA "A1"9955 SQ. FT.AREA "A2"8657 SQ. FT.AREA "A3"5343 SQ. FT.S-2 PARKING GARAGETYPE IA CONSTRUCTIONUNLIMITED AREAALLOWEDRWSPLVELECLVELEC ELEC LVELECLVLVELECELECLVELECLVLVELECLVELECLVELECLVELECLVELECLVELECLVELECLVELECLVELEC TURN-AROUNDSPOTEVEVUPDNFECFECFECDNUPSPAREA "A1"9961 SQ. FT.AREA "A2"8633 SQ. FT.RWSPLVELECELEC LVELECLVELECLVLVELECLVELECLVELECLVELECLVELECLVELECSTAIR A4STAIR A3LVELECLVELECLVELECDNDN ELEVATOREQUIPMENTLVELECFECFEC FECUP 4.83%UP 4.83%SPR-28502 SQ. FT.AREA "A2"8633 SQ. FT.B963 SQ. FT.AREA "A1"9,465 SQ. FT.LVELECLVELEC LV ELEC LVELECLV ELEC LVELECELEC ELEC OPEN TO BELOWSTAIR A1UP 5%UP 5%UP 5%UP 1.5%DOWN 5%EVEVEVEVEVUPDNFEC FECFECñññ ññ ññññ ññ ñEVEVEVFECñEVEVVANCORRIDORVENTILATIONSHAFT(2) FUTUREGREASE SHAFTSABOVECORRIDORVENTILATIONSHAFTRWSTAIR A2CORRIDORVENTILATIONSHAFTDNUPDNUPDNUPFECFEC DN4.5%OPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWSPSPFECAREA "A3"5343 SQ. FT.S-2 PARKING GARAGETYPE IA CONSTRUCTIONUNLIMITED AREAALLOWED2 STORY CONCRETE PODIUMTYPE IA CONSTRUCTIONUNLIMITED AREA ALLOWEDBBR-2R-2ULVELECLV ELEC LVELECLV ELECCORRIDORVENTILATIONSHAFT(2) FUTUREGREASE SHAFTSABOVECORRIDORVENTILATIONSHAFTUPUPUPTURN-AROUNDSPOTBIKESTAIR A1STAIR A2TURNAROUNDSPOTVANVAN UP 5%UP 2%UP 5%UP 5%EVEVFEC FECñññññ ññ ññññ ñCLEAN AIR UP 8%UP 8%DN2%DN4.1%4CYFRONT LOADLOOSE BINRECYCLING4CYFRONT LOADLOOSE BINWASTE2CY NARROWFRONT LOADLOOSE BINCOMPOST4CYFRONT LOADLOOSE BINRECYCLINGDN 5% DN 8.33% DN 1.3% UP 3%FECñEVEVEVCLEANAIREVLV ELEC CORRIDORVENTILATIONSHAFTUPDN 2.2%UPUPUPFECFECFEC ELECLVSTAIR A3STAIR A4WASTE CADDY64 GAL.COMPOST3CY NARROWFRONT LOADCOMPACTEDWASTE3CY NARROWFRONT LOADCOMPACTEDRECYCLING64 GAL.COMPOST3CY NARROWFRONT LOADCOMPACTEDWASTE3CY NARROWFRONT LOADCOMPACTEDRECYCLING64 GAL.COMPOST64 GAL.COMPOSTSPSPS-2 PARKING GARAGETYPE IA CONSTRUCTIONUNLIMITED AREAALLOWEDAREA "A3"5357 SQ. FT.2 STORY CONCRETE PODIUMTYPE IA CONSTRUCTIONUNLIMITED AREA ALLOWEDA-2BMR-2R-2UCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING AALLOWABLE AREACALCULATIONSA0-03ASCALE:31/32"=1'-0"BUILDING A LEVEL 3SCALE:41/32"=1'-0"BUILDING A LEVEL 4SCALE:51/32"=1'-0"BUILDING A LEVEL 5SCALE:61/32"=1'-0"BUILDING A LEVEL 6SCALE:71/32"=1'-0"BUILDING A LEVEL 7SCALE:11/32"=1'-0"BUILDING A LEVEL 1SCALE:21/32"=1'-0"BUILDING A LEVEL 2AA06-21-23 SPSPELECLVELECLV ELECLVELECLV LV ELECLVELECLVELECELEC LVLVELECLVELECLVELECLVELECUPUPUPUPRWUP 5%UP 5%VANUP 5%UP 2%GPARCELñ ññ ññññ ñññññFEC FECFECUSPSUP 3% 3.5%4.0%ELECTRICALROOMSTAIR B1STAIR B2STAIR B3STAIR B4ELEV. B1ELEV. B2ELECLVUPDN 6.5%UPDNUPUPDN 6.07%UPGGDN 8% DN 4.67% ELEC LV DN 4.67%DN 4.67%DN 4.67%UPS-2 PARKING GARAGETYPE IA CONSTRUCTIONUNLIMITED AREAALLOWEDAREA "B1"3185 SQ. FT.AREA "B2"9794 SQ. FT.AREA "B3"7328 SQ. FT.R-2SPSPELECLVELECLV ELECLVELECLV LV ELECLVELECLVELECELEC LVLVELECLVELECRW G UP 5%RAMP UP93' (RUN) (5% SLOPE) = 4.65' (RISE)UP 3.5%DN 5%OPEN TO BELOWVANUP 5%UPDNUPEVEVEVEVEV EV EVEVñ ññ ññññ ññññ ñFEC FECFECFECEVEVEVEV EV EVEVEVEVEVEVEVEVELECLVLVELECLVELECSTAIR B1STAIR B2STAIR B3STAIR B4ELEV. B1ELEV. B2UPDNLV ELEC UPUPDNDNUPS-2 PARKING GARAGETYPE IA CONSTRUCTIONUNLIMITED AREAALLOWEDAREA "B1"3185 SQ. FT.AREA "B2"9795 SQ. FT.AREA "B3"7522 SQ. FT.R-2SPSPELECLVELECLV ELECLVELECLV LV ELECLVELECLVELECLV ELEC ELEC LVLVELECLVELECRW G UP 5%UP 5%UP 3.5%DN 5%UPDNUPEVEVñ ññ ññññ ññññ ñFEC FECFECFECEVEVEVEVEV EV EVEV EV EVEVEVEVEVEVEVEVEVELECLVLVELECLVELECSTAIR B1STAIR B2STAIR B3STAIR B4ELEV. B1ELEV. B2UPDNDNUPUPUPDNS-2 PARKING GARAGETYPE IA CONSTRUCTIONUNLIMITED AREAALLOWEDAREA "B1"3185 SQ. FT.AREA "B2"9836 SQ. FT.AREA "B3"7522 SQ. FT.R-2SPSPELECLVELECLV ELECLVELECLV LV ELECLVELECLVELECLV ELEC ELEC LVLVELECLVELECELECLVLVELECLVELECSTAIR B1STAIR B2STAIR B3STAIR B4ELEV. B1ELEV. B2UPDNDNUPUPUPDNDNUPRW G RAMP UP93' (RUN) (5% SLOPE) = 4.65' (RISE)UP 3.5%DN 5%ñ ññ ññññññ ñFEC FECS-2 PARKING GARAGETYPE IA CONSTRUCTIONUNLIMITED AREAALLOWEDAREA "B1"3185 SQ. FT.AREA "B2"9836 SQ. FT.AREA "B3"7522 SQ. FT.R-2SPSPELECLVELECLVELECLVELECLVLVELEC LVELECLVELECLV ELEC ELEC LVLVELECLVELECELECLVLVELECLVELECRW G STAIR B1STAIR B3STAIR B4ELEV. B1ELEV. B2DNDNDNAREA "B1"3185 SQ. FT.AREA "B2"9836 SQ. FT.AREA "B3"7522 SQ. FT.R-2TYPE IA CONSTRUCTIONUNLIMITED AREAALLOWEDCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING BALLOWABLE AREACALCULATIONSA0-03BSCALE:11/32"=1'-0"BUILDING B LEVEL 1SCALE:21/32"=1'-0"BUILDING B LEVEL 2SCALE:31/32"=1'-0"BUILDING B LEVEL 3SCALE:41/32"=1'-0"BUILDING B LEVEL 4SCALE:51/32"=1'-0"BUILDING B LEVEL 5SCALE:61/32"=1'-0"NOT USED06-21-23 CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING AND UNITSUMMARYA0-04BUILDING B UNIT AREA SUMMARYUNIT TYPEUNIT FLOOR AREA (SF)DECK FLOOR AREA (SF)NUMBER OF UNITSTOTAL / UNITTYPETOTAL FLOORAREA (SF)LEVEL 1LEVEL 2LEVEL 3LEVEL 4LEVEL 5STUDIO5P0.1A4530 - - - - -00P0.1B4540 - - - - -00P0.1C4530 - - - - -00P0.1D4530 - - - - -00P0.2A51001111152,550P0.3A5200 - - - - -00P0.3B5200 - - - - -00P0.3C5200 - - - - -001 BEDROOM12P1.1A69868 - - - - -00P1.1B70068 - - - - -00P1.1C70168 - - - - -00P1.1D69868 - - - - -00P1.1E70168 - - - - -00P1.1F690611111 -42,760P1.1G701661 - - - -1701P1.1H698661 - - - -1698P1.1J69061 - - - -11690P1.1K69866 -111142,792P1.2A74139 - - - - -00P1.2B74137 - - - - -00P1.3A72384 - - - - -00P1.3B72301 - - - -17232 BEDROOM28P2.1B108074 - - - - -00P2.1C108074 - - - - -00P2.1D108384 - - - - -00P2.1E108374 - - - - -00P2.1F108374 - - - - -00P2.1G108168 - - - - -00P2.1H108174 - - - - -00P2.1J107968 -111144,316P2.1L106370 - -11 -22,126P2.1P106370 - - - -111,063P2.1Q10630 -1 - - -11,063P2.2B115477 - - - - -00P2.2C115477 - - - - -00P2.2D115174 - - - - -00P2.2E115174 - - - - -00P2.2F114377 - - - - -00P2.2G1150671 - - - -11,150P2.2H115067 -1 - - -11,150P2.2J115067 - -11 -22,300P2.2K115067 - - - -111,150P2.2L1149841 - - - -11,149P2.2M114984 -111 -33,447P2.2N114984 - - - -111,149P2.2P1152631111 -44,608P2.2Q115263 - - - -111,152P2.3A99801 - - - -1998P2.3B99847 -111 -32,994P2.3C99847 - - - -11998P2.4A9320 - - - - -00P2.4B9320 - - - - -00P2.5A115140 - - - - -00P2.5B115137 - - - - -00P2.6A11210 - - - - -003 BEDROOM6P3.1A938571 - - - -1938P3.1B93860 -111 -32,814P3.1C93860 - - - -11938P3.2A10590 - - - - -00P3.2B10550 - - - - -00P3.2C104801 - - - -11,048P3.3A10530 - - - - -004 BEDROOM19P4.1A132560 - - - - -00P4.1B132549 - - - - -00P4.1C132049 - - - - -00P4.1E128844 - - - - -00P4.1F13000 - - - - -00P4.1G12900 - - - - -00P4.1H129044 - - - - -00P4.1J12930 - - - - -00P4.1K129344 - - - - -00P4.1L1296601 - - - -11,296P4.1M129663 -111 -33,888P4.1N129647 -111 -33,888P4.1P129663 - - - -111,296P4.1Q129647 - - - -111,296P4.2A1494872 - - - -22,988P4.2B149487 -2222811,952TOTALS14141414147074,069BUILDING A UNIT AREA SUMMARYUNIT TYPEUNIT FLOOR AREA (SF)DECK FLOOR AREA (SF)NUMBER OF UNITSTOTAL / UNITTYPETOTAL FLOORAREA (SF)LEVEL 1LEVEL 2LEVEL 3LEVEL 4LEVEL 5LEVEL 6LEVEL 7STUDIO16P0.1A4530 -1 - - - - -1453P0.1B4540 - -1111152,270P0.1C4530 -1 - - - - -1453P0.1D4530 - -1111 -41,812P0.2A5100 - - - - - - -00P0.3A52001 - - - - - -1520P0.3B5200 -111 - - -31,560P0.3C5200 - - - -1 - -15201 BEDROOM28P1.1A69868 - -1 - - - -1698P1.1B70068 - - -111142,800P1.1C70168 - - - -1 - -1701P1.1D69868 - - -111142,792P1.1E70168 - - - - -1121,402P1.1F69061 - - - - - - -00P1.1G70166 - - - - - - -00P1.1H69866 - - - - - - -00P1.1J69061 - - - - - - -00P1.1K69866 - - - - - - -00P1.2A74139 - -3 - - - -32,223P1.2B74137 - - -3333128,892P1.3A723841 - - - - - -1723P1.3B7580 - - - - - - -002 BEDROOM36P2.1B108074 -1 -1 - - -22,160P2.1C108074 - -1 -1 - -22,160P2.1D1083841 - - - - - -11,083P2.1E108374 -1 -1 - - -22,166P2.1F108374 - -1 -1 - -22,166P2.1G108168 - - - -1 - -11,081P2.1H108174 - - - - -1122,162P2.1J107968 - - - - - - -00P2.1L106370 - - - - - - -00P2.1P106370 - - - - - - -00P2.1Q11020 - - - - - - -00P2.2B115477 - -11 -1 -33,462P2.2C115477 - - - -1 - -11,154P2.2D115174 - -11 -1 -33,453P2.2E115174 - - - -1 -122,302P2.2F114377 - - - - - -111,143P2.2G115067 - - - - - - -00P2.2H115067 - - - - - - -00P2.2J115067 - - - - - - -00P2.2K115067 - - - - - - -00P2.2L114984 - - - - - - -00P2.2M114984 - - - - - - -00P2.2N114984 - - - - - - -00P2.2P115263 - - - - - - -00P2.2Q115263 - - - - - - -00P2.3A9980 - - - - - - -00P2.3B99847 - - - - - - -00P2.3C99847 - - - - - - -00P2.4A9320 - -11 -1 -32,796P2.4B9320 - - - -1 -121,864P2.5A115140 - -1 - - - -11,151P2.5B115137 - - -111144,604P2.6A11210 - -1111 -44,4843 BEDROOM3P3.1A93857 - - - - - - -00P3.1B93860 - - - - - - -00P3.1C93860 - - - - - - -00P3.2A105901 - - - - - -11,059P3.2B10550 -1 - - - - -11,055P3.2C10480 - - - - - - -00P3.3A105301 - - - - - -11,0534 BEDROOM16P4.1A1325601 - - - - - -11,325P4.1B128949 -1 -1 - - -22,578P4.1C128949 - -1 -1 - -22,578P4.1E128844 - - - - - -111,288P4.1F12870 -1 - - - - -11,287P4.1G12900 - -1 - - - -11,290P4.1H129044 - - -111145,160P4.1J12930 - -1 - - - -11,293P4.1K129344 - - -111 -33,879P4.1L129660 - - - - - - -00P4.1M129663 - - - - - - -00P4.1N129647 - - - - - - -00P4.1P129663 - - - - - - -00P4.1Q129647 - - - - - - -00P4.2A149787 - - - - - - -00P4.2B149787 - - - - - - -00TOTALS6817182016149991,05506-21-23 RWSPFECLV ELECLV ELEC LVELECLVELECLVELEC LVELECELEC LV ELEC LV LV ELEC ELECLVELECLVLVELECLVELECLV ELEC LVELECLVELECLV ELEC UPDNSTAIR A1UP 5%UP 5.0%UP 5%DOWN 5%EVEVEVFECFEC FECFECDOWN 1.5%ñññ ññ ññññ ññ ñEVEVEV30'-10" 18'-8"EVEVEVEVEVEVEVUPDNDNUPFECFECFEC DNUPSPCLUBROOMREST-ROOMSRWSPFECLV ELECLV ELEC LVELECLVELECLVELEC LVELECELEC LV ELEC LV LV ELEC ELECLVELECLVLVELECLVELECLV ELEC LVELECLVELECLV ELEC DNSTAIR A1UP 5%UP 5%UP 5%DOWN 5%FECFECFECDOWM 1.5%ñññ ññ ññññ ññ ñEVEVEVEVEVEVEVEVEVEVFECñEVEVLVELECUPDNDNUPFECFECFEC DNUPSPOPEN TO BELOWRWSPFECLVELECLVELEC ELEC LVELECLVLVELECELECLVELECLVLVELECLVELECLVELECLVELECLVELECLVELECLVELECLVELECLVELEC TURN-AROUNDSPOTUP 5%UP 5%DOWN 5%FEC DOWN 1.6%ññññññ ññññññEVEVEVEV LVELECUPDNDNLVELECLVELECLVELECFECFECFECDNUPSP RWSPLVELECLVELEC ELEC LVELECLVLVELECELECLVELECLVLVELECLVELECLVELECLVELECLVELECLVELECLVELECLVELECLVELEC TURN-AROUNDSPOTEVEVUPDNFECFECFECDNUPSPRWSPLVELECELEC LVELECLVELECLVLVELECLVELECLVELECLVELECLVELECLVELECSTAIR A4STAIR A3LVELECLVELECLVELECDNDN ELEVATOREQUIPMENTLVELECFECFEC FECUP 4.83%UP 4.83%SPROOF DECKLVELECLVELEC LV ELEC LVELECLV ELEC LVELECELEC ELEC OPEN TO BELOWSTAIR A1UP 5%UP 5%UP 5%UP 1.5%DOWN 5%EVEVEVEVEVUPDNFEC FECFECñññ ññ ññññ ññ ñEVEVEVFECñEVEVVANRWDNUPDNUPDNUPFECFEC DN8%134.42'133.42'SPSPFECOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TOBELOWCO-LIVING OPERATIONSOFFICESBREAKROOMYOGALVELECLV ELEC LVELECLV ELECUPUPUPTURN-AROUNDSPOTBIKESTAIR A1STAIR A2TURNAROUNDSPOTVANVAN UP 5%UP 2%UP 5%UP 5%EVEVFEC FECñññññ ññ ññññ ñCLEAN AIR UP 8%UP 8%DN2%DN4.1%4CYFRONT LOADLOOSE BINRECYCLING4CYFRONT LOADLOOSE BINWASTE2CY NARROWFRONT LOADLOOSE BINCOMPOST4CYFRONT LOADLOOSE BINRECYCLINGDN 5% DN 8.33% DN 1.3% UP 3%FECñEVEVEVCLEANAIREVLV ELEC UPDN 2.2%UPUPUPFECFECFEC ELECLVWASTE CADDY64 GAL.COMPOST3CY NARROWFRONT LOADCOMPACTEDWASTE3CY NARROWFRONT LOADCOMPACTEDRECYCLING64 GAL.COMPOST3CY NARROWFRONT LOADCOMPACTEDWASTE3CY NARROWFRONT LOADCOMPACTEDRECYCLING64 GAL.COMPOST64 GAL.COMPOSTSPSPRESTAURANTDININGRESTAURANTKITCHENRETAILCO-WORKINGFITNESSMAILLOBBYOFFICEWORKPODCONFE-RENCEOFFICEWORKPODWORKPODPARCELCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING A SCHOOLFEES EXHIBITA0-05SCALE:31/32"=1'-0"BUILDING A LEVEL 3SCALE:41/32"=1'-0"BUILDING A LEVEL 4SCALE:51/32"=1'-0"BUILDING A LEVEL 5SCALE:61/32"=1'-0"BUILDING A LEVEL 6SCALE:71/32"=1'-0"BUILDING A LEVEL 7SCALE:11/32"=1'-0"BUILDING A LEVEL 1SCALE:21/32"=1'-0"BUILDING A LEVEL 2BUILDING A LEVEL 1 AMENITY/COMMON BREAKDOWN TABLEFLOOR LEVELTOTAL AREA (SF)LEVEL 1FITNESS1624LEVEL 1LEASING OFFICES/CONFERENCE/WORK PODS857LEVEL 1CO-WORKING2351LEVEL 1MAIL LOBBY434LEVEL 1PARCEL ROOM324LEVEL 1RESTROOM121LEVEL 1TOTAL ASSESSABLE5711BUILDING A SCHOOL FEE AREA EXHIBIT TABLELEVEL - BUILDING AUSE OF BUILDINGRESIDENTIAL ASSESSABLEAREA (SQ.FT.)RESIDENTIAL ASSESSABLEAREA EXEMPT (SQ.FT.)COMMERCIAL/INDUSTRIALCHARGEABLE AREA (SQ.FT.)COMMERCIAL/INDUSTRIALCHARGEABLE AREAEXEMPT (SQ.FT.)LEVEL 1R-2, S-2, A-2, A-3, M, B1797921257121570LEVEL 2R-2, S-2, B, A-3170662020000LEVEL 3R-2, S-2, A-3232042873700LEVEL 4R-2, S-2212902215000LEVEL 5R-2, S-2230341206200LEVEL 6R-2, S-21785967400LEVEL 7R-2, S-2, B16384163700TOTAL136816106717121570BUILDING A RESIDENTIAL BUILDING AREA BREAKDOWN TABLELEVEL -BUILDING ARESIDENTIALDWELLING UNITS (R-2)(SF) (ASSESSABLE)AMENITIES/COMMON (SF)(ASSESSABLE)INTERIORCORRIDOR (SF)(ASSESSABLE)UTILITY (SF)(ASSESSABLE)STORAGE (SF)(ASSESSABLE)TOTALASSESSABLEAREA (SF)DECK (SF)(EXEMPT)PARKINGSTRUCTURE(SF) (EXEMPT)TOTAL (SF)(EXEMPT)LEVEL 157735711480016950179792302102721257LEVEL 272572471424216261470170662031999720200LEVEL 3159022472447036002320473272141028737LEVEL 416611042943850212907352141522150LEVEL 518394042803600230348771118512062LEVEL 6143740311530664178596740674LEVEL 7127908931333066616384163701637TOTAL911011074328334503816001368161168395034106717SCHOOL FEE CALCULATIONSPER CITY OF SANTA ANA SCHOOL DISTRICT FEES ASSEMBLYBILL AB-715:FOR RESIDENTIAL CONSTRUCTION, GOVERNMENT CODE 65995NOW DEFINES ASSESSABLE SPACE AS ALL OF THE SQUAREFOOTAGE WITHIN THE PERIMETER OF A RESIDENTIALSTRUCTURE, NOT INCLUDING ANY CARPORT, COVERED ORUNCOVERED WALKWAY, GARAGE, OVERHANG, PATIO,ENCLOSED PATIO, DETACHED ACCESSORY STRUCTURE, ORSIMILAR AREA.THE FOLLOWING AREAS WILL BE INCLUDED IN THEASSESSABLE AREA:1.RESIDENTIAL AREAS WILL BE INCLUDED2.INTERIOR COMMON HALLWAYS OR CORRIDORS WILL BEINCLUDED3.COMMON AREAS SUCH AS LEASING OFFICES AND GYMSWILL BE INCLUDEDTHE FOLLOWING AREAS WILL NOT BE INCLUDED IN THEASSESSABLE AREA:1.PRIVATE BALCONIES OR DECKS WILL NOT BE INCLUDED2.EXTERIOR WALKWAYS WILL NOT BE INCLUDED3.OPEN COMMON HALLWAYS OR CORRIDORS WILL NOT BEINCLUDEDOPEN COMMON HALLWAYS OPEN TO AN ENCLOSED ATRIUMTHAT IS COVERED BY A ROOF, SIMILAR TO AN EMBASSYSUITES TYPE BUILDING, WILL BE INCLUDED.LEGENDDWELLING UNITSAMENITIES/COMMONINTERIOR CORRIDORUTILITYSTORAGEEXEMPT AREASCOMMERCIALBUILDING A COMMERCIAL AREA BREAKDOWN TABLEFLOOR LEVELTOTAL CHARGABLE AREA(SF)LEVEL 1RESTAURANT DINING2526LEVEL 1RESTAURANT KITCHEN1348LEVEL 1RETAIL8283TOTAL CHARGEABLE AREA12157BUILDING A LEVEL 2 AMENITY/COMMON BREAKDOWN TABLEFLOOR LEVELTOTAL AREA (SF)LEVEL 2YOGA653LEVEL 2BREAK ROOM277LEVEL 2RESTROOMS532LEVEL 2CO-LIVING OPERATIONSOFFICES1009LEVEL 2TOTAL ASSESSABLE2471BUILDING A LEVEL 3 AMENITY/COMMON BREAKDOWN TABLEFLOOR LEVELTOTAL AREA (SF)LEVEL 3CLUBROOM1869LEVEL 3RESTROOM603LEVEL 3TOTAL ASSESSABLE2472LEVEL 3POOL DECK (EXEMPT)6767BUILDING A LEVEL 7 AMENITY/COMMON BREAKDOWN TABLEFLOOR LEVELTOTAL AREA (SF)LEVEL 7RESTROOM89LEVEL 7TOTAL ASSESSABLE89LEVEL 7ROOF DECK (EXEMPT)963AAAAA06-21-23 SPSPELECLVELECLV ELECLVELECLV LV ELECLVELECLVELECELEC LVLVELECLVELECLVELECLVELECUPUPUPUPRWUP 5%UP 5%VANUP 5%UP 2%GPARCELñ ññ ññññ ñññññFEC FECFECUSPSUP 3% 3.5%4.0%ELECLVUPDN 6.5%UPDNUPUPDN 6.07%UPGGELEC LVUP PARCELSPSPELECLVELECLV ELECLVELECLV LV ELECLVELECLVELECELEC LVLVELECLVELECRW G UP 5%RAMP UP93' (RUN) (5% SLOPE) = 4.65' (RISE)UP 3.5%DN 5%OPEN TO BELOWVANUP 5%UPDNUPEVEVEVEVEV EV EVEVñ ññ ññññ ññññ ñFEC FECFECFECEVEVEVEV EV EVEVEVEVEVEVEVEVELECLVLVELECLVELECSTAIR B1STAIR B2STAIR B3STAIR B4ELEV. B1ELEV. B2UPDNLV ELEC UPUPDNDNUPSPSPELECLVELECLV ELECLVELECLV LV ELECLVELECLVELECLV ELEC ELEC LVLVELECLVELECRW G UP 5%UP 5%UP 3.5%DN 5%UPDNUPEVEVñ ññ ññññ ññññ ñFEC FECFECFECEVEVEVEVEV EV EVEV EV EVEVEVEVEVEVEVEVEVELECLVLVELECLVELECSTAIR B1STAIR B2STAIR B3STAIR B4ELEV. B1ELEV. B2UPDNDNUPUPUPDNSPSPELECLVELECLV ELECLVELECLV LV ELECLVELECLVELECLV ELEC ELEC LVLVELECLVELECELECLVLVELECLVELECSTAIR B1STAIR B2STAIR B3STAIR B4ELEV. B1ELEV. B2UPDNDNUPUPUPDNDNUPRW G RAMP UP93' (RUN) (5% SLOPE) = 4.65' (RISE)UP 3.5%DN 5%ñ ññ ññññññ ñFEC FECSPSPELECLVELECLVELECLVELECLVLVELEC LVELECLVELECLV ELEC ELEC LVLVELECLVELECELECLVLVELECLVELECRW G STAIR B1STAIR B3STAIR B4ELEV. B1ELEV. B2DNDNDNCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING B SCHOOLFEES EXHIBITA0-06SCALE:11/32"=1'-0"BUILDING B LEVEL 1SCALE:21/32"=1'-0"BUILDING B LEVEL 2SCALE:31/32"=1'-0"BUILDING B LEVEL 3SCALE:41/32"=1'-0"BUILDING B LEVEL 4SCALE:51/32"=1'-0"BUILDING B LEVEL 5SCALE:61/32"=1'-0"NOT USEDBUILDING B SCHOOL FEE AREA SUMMARY TABLEBUILDING LEVELUSE OF BUILDINGRESIDENTIAL ASSESSABLEAREA (SQ.FT.)RESIDENTIAL EXEMPT AREA(SQ.FT.)COMMERCIAL CHARGEABLEAREA (SQ.FT.)COMMERCIAL EXEMPTAREA (SQ.FT.)LEVEL 1R-2, S-2199842109500LEVEL 2R-2, S-2196382086700LEVEL 3R-2, S-2196002172100LEVEL 4R-2, S-2196002177900LEVEL 5R-2, S-21960088000TOTAL (SF)984228634200SCHOOL FEE CALCULATIONSPER CITY OF SANTA ANA SCHOOL DISTRICT FEES ASSEMBLYBILL AB-715:FOR RESIDENTIAL CONSTRUCTION, GOVERNMENT CODE 65995NOW DEFINES ASSESSABLE SPACE AS ALL OF THE SQUAREFOOTAGE WITHIN THE PERIMETER OF A RESIDENTIALSTRUCTURE, NOT INCLUDING ANY CARPORT, COVERED ORUNCOVERED WALKWAY, GARAGE, OVERHANG, PATIO,ENCLOSED PATIO, DETACHED ACCESSORY STRUCTURE, ORSIMILAR AREA.THE FOLLOWING AREAS WILL BE INCLUDED IN THEASSESSABLE AREA:1.RESIDENTIAL AREAS WILL BE INCLUDED2.INTERIOR COMMON HALLWAYS OR CORRIDORS WILL BEINCLUDED3.COMMON AREAS SUCH AS LEASING OFFICES AND GYMSWILL BE INCLUDEDTHE FOLLOWING AREAS WILL NOT BE INCLUDED IN THEASSESSABLE AREA:1.PRIVATE BALCONIES OR DECKS WILL NOT BE INCLUDED2.EXTERIOR WALKWAYS WILL NOT BE INCLUDED3.OPEN COMMON HALLWAYS OR CORRIDORS WILL NOT BEINCLUDEDOPEN COMMON HALLWAYS OPEN TO AN ENCLOSED ATRIUMTHAT IS COVERED BY A ROOF, SIMILAR TO AN EMBASSYSUITES TYPE BUILDING, WILL BE INCLUDED.LEGENDDWELLING UNITSAMENITIES/COMMONINTERIOR CORRIDORUTILITYSTORAGEBUILDING B RESIDENTIAL BUILDING AREA BREAKDOWN TABLEBUILDING LEVELRESIDENTIALDWELLING UNITS (R-2)(SF) (ASSESSABLE)AMENITIES/COMMON (SF)(ASSESSABLE)INTERIORCORRIDOR (SF)(ASSESSABLE)UTILITY (SF)(ASSESSABLE)STORAGE (SF)(ASSESSABLE)TOTALASSESSABLEAREA (SF)DECK (SF)(EXEMPT)PARKINGSTRUCTURE(SF) (EXEMPT)TOTAL (SF)(EXEMPT)LEVEL 11409647647646480199847162037921095LEVEL 21506504210188175196388092005820867LEVEL 31502704210188175196008802084121721LEVEL 41502704210188175196008802089921779LEVEL 51502704210245118196008800880TOTAL742424762160414576439842241658217786342EXEMPT AREASCOMMERCIALBUILDING B LEVEL 1 AMENITY/COMMON BREAKDOWN TABLEFLOOR LEVELTOTAL AREA (SF)LEVEL 1MAIL ROOM476LEVEL 1TOTAL ASSESSABLE476AAAA06-21-23 LVELECLV ELEC LVELECLV ELECUPUPUPTURN-AROUNDSPOTBIKESTAIR A1STAIR A2TURNAROUNDSPOTVANVAN UP 5%UP 2%UP 5%UP 5%EVEVFEC FECñññññ ñññ ññññ CLEAN AIR UP 8%UP 8%DN2%DN4.1%4CYFRONT LOADLOOSE BINRECYCLING4CYFRONT LOADLOOSE BINWASTE2CY NARROWFRONT LOADLOOSE BINCOMPOST4CYFRONT LOADLOOSE BINRECYCLINGDN 5% DN 8.33% DN 1.3% UP 3%FECñEVEVEVCLEANAIREVLV ELEC UPDN 2.2%UPUPUPFECFECFEC ELECLVWASTE CADDY64 GAL.COMPOST3CY NARROWFRONT LOADCOMPACTEDWASTE3CY NARROWFRONT LOADCOMPACTEDRECYCLING64 GAL.COMPOST3CY NARROWFRONT LOADCOMPACTEDWASTE3CY NARROWFRONT LOADCOMPACTEDRECYCLING64 GAL.COMPOST64 GAL.COMPOSTSPSP101'150'135'150'**F.E.C.F.E.C. 113' 13 9 'DOUBLE FIRE WALL COMPLYING WITH NFPA221: STANDARDS FOR FIRE WALLS, SECTION6.5. DOUBLE FIRE WALLS. TWO SEPARATE2-HOUR FIRE WALLS PROVIDE 3-HRPROTECTION EQUIVALENT PER NFPA 221TABLE 4.6. EACH FIRE WALL HAS THEIR OWNOPENING IN THE CORRIDOR PER NFPA 221SECTION 6.10.3.145' 99'89'4AD-25A11AD-25A20AD-334AD-25A2-HRSIM.110'2-5AD-55.1TYP.IIIACONSTRUCTIONIACONSTRUCTIONIIIACONSTRUCTIONIACONSTRUCTIONLV DOUBLE FIRE WALL COMPLYING WITHNFPA 221: STANDARDS FOR FIREWALLS, SECTION 6.5. DOUBLE FIREWALLS. TWO SEPARATE 2-HOUR FIREWALLS PROVIDE 3-HR PROTECTIONEQUIVALENT PER NFPA 221 TABLE 4.6.EACH FIRE WALL HAS THEIR OWNOPENING IN THE CORRIDOR PERNFPA 221 SECTION 6.10.3.4AD-25A11AD-25A12AD-3312AD-33THE HATCHED AREA OCCURS UNDER ACONCRETE PODIUM STRUCTURE HELD UP BYCONCRETE COLUMNS AND SHEAR WALLS WHICHPROVIDE THE STRUCTURAL STABILITY20AD-25ADOUBLE CROSSCORRIDOR DOORSBUILDING A FIRSTFLOOR FIREPROTECTION PLANSA0-11SCALE:13/32"=1'-0"BUILDING A - LEVEL 1 FIRE PROTECTION PLANCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ADESCRIPTIONTYPE III-A ASSEMBLIESFLOOR / CEILING - FRAMEDTYP. INTERIORINTERIOR CORRIDOREXTERIOR CORRIDORPRIVATE BALCONYFIRERATINGDETAILREFERENCE(S)1 HR1 HR1 HR0 HR1/AD-213/AD-212/AD-214/AD-21FIRE BARRIERSSHAFT ENCLOSUREGREASE SHAFT ENCLOSUREOCCUPANCY SEPARATION (R-2/A-3/B)CHUTE ACCESS ROOM AT CORRIDORCHUTE ACCESS ROOM AT UNITELECTRICAL ROOM, MPOE2 HR3 HR1 HR2 HR2 HR2 HR8/AD-22.117/AD-2625/AD-225/AD-227/AD-225/AD-22FIRE PARTITIONSCORRIDOR TO UNITUNIT TO UNITCORRIDOR TO NON-UNIT1 HR1 HR1 HR12/AD-22.1, 20/AD-22.14/AD-22.11/AD-22NONBEARING WALLS & PARTITIONSEXTERIOR PARTITIONEXTERIOR PARTITION OR FURRINGINTERIOR PARTITION OR FURRINGINTERIOR PLUMBING1 HR0 HR0 HR0 HR1/AD-249/AD-241/AD-22 SIM.8/AD-22BEARING WALLSEXTERIOR (TYPE III-A)INTERIOR2 HR1 HR20/AD-24.11/AD-22FIRE WALLS3 HOUR2 HOUR3 HR2 HR1/AD-251/AD-23PRIMARY STRUCTURAL FRAME -(SEE STRL FOR LOCATIONS)STEEL COLUMNSTEEL BEAMWOOD COLUMNWOOD BEAM2 HR2 HR2 HR2 HR20/AD-284/AD-2912/AD-2912/AD-29LEGENDDESCRIPTIONTYPE I-A ASSEMBLIESFLOOR / CEILING - CONCRETE SLABCONCRETE SLAB ON GRADEFLOOR / CEILING - 2ND LEVEL SLABSUSPENDED CONCRETE SLABFLOOR / CEILING - CONCRETE PODIUM SLABTYP.INTERIORTYP.EXTERIOR @ COURTYARDTYP.EXTERIOR @ PRIVATE DECKSTYP. EXTERIOR SHELF(NON-OCCUPIABLE SPACE)FIRERATINGDETAILREFERENCE(S)0 HRSEE STRUCTURALFIRE BARRIERSHAFT ENCLOSURE (SINGLE WALL)SHAFT ENCLOSURE (DOUBLE WALL)SHAFT WALL (NON-LOAD BEARING)OCCUPANCY SEPARATIONCHUTE ACCESS/TERMINATION ROOMMPOEGREASE SHAFT ENCLOSURE2 HR2 HR2 HR1 HR2 HR2 HR3 HR13/AD-2215/AD-2214/AD-2216/AD-2618/AD-2313/AD-224/AD-26FIRE PARTITIONCORRIDOR TO UNITUNIT TO UNIT1 HR1 HR10/AD-22, 24/AD-2211/AD-22NON-BEARING WALLS & PARTITIONSEXTERIOR GARAGE (CMU)EXTERIOR & INTERIOREXTERIOR PARTITION OR FURRINGINTERIOR PARTITION OR FURRINGINTERIOR PLUMBING3 HR1 HR0 HR0 HR0 HR18/AD-2310/AD-223/AD-24, 7/AD-2414/AD-2612/AD-22BEARING WALLSEXTERIOR & INTERIOR3 HR22/AD-22PRIMARY STRUCTURAL FRAME -(SEE STRL FOR LOCATIONS)TYP. CONCRETE COLUMN3 HRSYMBOL LEGENDSYMBOL LEGEND3 HR3 HR3 HR3 HR17/AD-2117/AD-2117/AD-2117/AD-212 HR13/AD-21BUILDING ENTRANCE150' HOSE PULLSTANDPIPE IN INTERIOR EXIT STAIRWAYXXACTUAL HOSE PULL FROM STANDPIPEOR FIRE HYDRANTSTANDPIPE OR IN WALL WITH 2-HRENCLOSURE WITH ACCESS PANEL - CLASS I*F.E.C.FIRE EXTINGUISHER CABINET - SURFACE MOUNTED.PAINT CAB TO MATCH ADJACENT WALL FINISH.F.E.C.FIRE EXTINGUISHER CABINET - SEMI-RECESSED. PAINTCAB TO MATCH ADJACENT WALL FINISH.1.REFER TO FIRE MASTER PLAN FOR ADDITIONAL INFORMATION.2.NON-SEPARATED OCCUPANCIES OCCUR IN TYPE IA PER CBC SECTION 508.33.REFER TO ENLARGED UNIT PLANS FOR BATHROOM AND KITCHEN EXHAUST RATED SHAFT DETAILS.4.REFER TO FIRE ASSEMBLY PENETRATION KEY PLAN ON SHEET AD-20 FOR ALL FIRE-RESISTANCE RATED PENETRATIONS DETAILS AND THEIR LOCATIONS.5.PER CBC 703.7 WHERE THERE IS AN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING, OR ATTIC SPACE, FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS,SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELYAND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING IN THE CONCEALED SPACE. SUCH IDENTIFICATION SHALL:1. BE LOCATED WITHIN 15 FT OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FT MEASURED HORIZONTALLY ALONG THE WALL ORPARTITION.2. INCLUDE LETTERING NOT LESS THAN 3 INCHES IN HEIGHT WITH A MINIMUM 3/8-INCH STROKE IN A CONTRASTING COLOR INCORPORATING THESUGGESTED WORDING, "FIRE AND/OR SMOKE BARRIER-PROTECT ALL OPENINGS," OR OTHER WORDING.6.PER CBC SECTION 718.2.2, PROVIDE FIRE BLOCKING IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AT THE CEILINGAND FLOOR LEVEL AND AT 10 FT. INTERVALS BOTH VERTICAL AND HORIZONTAL.7.IN COMBUSTIBLE CONSTRUCTION, FIRE BLOCKING SHALL BE INSTALLED TO CUT OFF CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) ANDSHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A TOP STORY AND A ROOF OR ATTIC SPACE. FIRE BLOCKING SHALL BE INSTALLED IN THELOCATIONS SPECIFIED IN CBC SECTIONS 718.2.2 THROUGH 718.2.7.8.FIRE BLOCKING SHALL BE INSTALLED WITHIN CONCEALED SPACES OF EXTERIOR WALL FINISH AND OTHER EXTERIOR ARCHITECTURAL ELEMENTS WHEREPERMITTED TO BE OF COMBUSTIBLE CONSTRUCTION AS SPECIFIED IN SECTION 1406 OR WHERE ERECTED WITH COMBUSTIBLE FRAMES AT MAX INTERVALSOF 20' SO THAT THERE WILL BE NO OPEN SPACE EXCEEDING 100 SF. WHERE WOOD FURRING STRIPS ARE USED THEY SHALL BE OF APPROVED WOOD OFNATURAL DECAY RESISTANCE OR PRESERVATIVE-TREATED WOOD. IF NON-CONTINUOUS SUCH E,ELEMENTS SHALL HAVE CLOSED ENDS WITH AT LEAST 4" OFSEPARATION BETWEEN SECTIONS.9.CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINE CABINETS.10.EXHAUST FANS FROM THE BATHROOM MUST ENTER THROUGH THE WALL. DAMPERS ARE REQUIRED IF THE CEILING IS PENETRATED. (CBC 717.6.1)11.PLUMBING PENETRATION THROUGH HORIZONTAL OCCUPANCY SEPARATIONS SHALL BE BOXED OUT AND FILLED WITH AN APPROVED MATERIAL. INSULATIONIS NOT APPROVED. (CBC 714.5.1)12.PENETRATION OF THE 1 HOUR CEILING BY DUCTS FROM THE FAU AND THE STOVE HOOD REQUIRE DAMPERS. ATTIC UNITS (INCLUDING HEAT PUMPS)REQUIRE DAMPERS AT ALL CEILING PENETRATIONS (CBC 717.6.1)13.STEEL BEAMS AND COLUMNS SHALL BE PROTECTED AS REQUIRED FOR 1-HOUR PROTECTION. WHERE CEILING FORMS PROTECTIVE MEMBRANE FORFIRE-RESISTIVE ASSEMBLIES, THE CONSTRUCTION AND THEIR SUPPORTING HORIZONTAL STRUCTURAL MEMBERS NEED NOT BE INDIVIDUALLY FIREPROTECTED EXCEPT WHERE SUCH MEMBERS SUPPORT DIRECTLY APPLIED LOADS FROM MORE THAN ONE FLOOR OR FLOOR AND A ROOF. THE REQUIREDFIRE RESISTANCE SHALL NOT BE LESS THAN THAT REQUIRED FOR INDIVIDUAL PROTECTION OF MEMBERS. (CBC 704.3).14.RECESSED LIGHT FIXTURES MUST BE BOXED AROUND WITH 58" TYPE 'X' GYP BD TO MAINTAIN THE 1-HOUR CEILING ASSEMBLY. SEE DETAIL 10/AD-21.15.CONFIRM ALL BEARING WALL LOCATIONS WITH STRUCTURAL PLANS.FIRE PROTECTION NOTESPARTIAL SECTION1 HR ROOF / CLG ASSEMBLY2 HR CONCRETEFLOOR / CLG ASSEMBLY3 HR CONCRETEFLOOR / CLG ASSEMBLY1 HR FLOOR / CLG ASSEMBLY4TH FLOOR5TH FLOOR6TH FLOOR1ST FLOOR2ND FLOOR3RD FLOOR7TH FLOORROOF LEVELTYPE III-A CONSTRUCTIONTYPE I-A CONSTRUCTION ROOF / CEILINGTYPICALROOF DECK1 HR1 HR9/AD-218/AD-2122/AD-22ROOF / CEILINGCONCRETE SLAB1-1/2 HR13/AD-21ROOF / CEILINGTYP. STEEL COLUMNTYP. STEEL BEAMTYP. WOOD COLUMNTYP. WOOD BEAM1 HR1 HR1 HR1 HR19/AD-28PRIMARY STUCTURAL FRAME-(SEE STRL FOR LOCATIONS)TYP. STEEL COLUMNTYP. STEEL BEAMTYP. WOOD COLUMNTYP. WOOD BEAM1 HR1 HR1 HR1 HR19/AD-2811/AD-2812/AD-2912/AD-29DESCRIPTIONFIRERATINGDETAILREFERENCE(S)28AD-22AAAAAAAAAASCALE:21/8"=1'-0"DOUBLE FIREWALL ENLARGED PLANAAAA06-21-23 LVELECLV ELECLV ELEC LVELECLV ELEC LVELECELEC ELEC OPEN TO BELOWSTAIR A1UP 5%UP 5%UP 5%UP 1.5%DOWN 5%EVEVEVEVEVUPDNFEC FECFECñññ ñññ ññññ ñ ñEVEVEVFECñEVEVVANRWDNUPDNUPDNUPFECFEC DN8%134.42'133.42'SPSPFEC84'150'135'150'**F.E.C. F.E.C.106'150'DOUBLE FIRE WALL COMPLYING WITH NFPA221: STANDARDS FOR FIRE WALLS, SECTION6.5. DOUBLE FIRE WALLS. TWO SEPARATE2-HOUR FIRE WALLS PROVIDE 3-HRPROTECTION EQUIVALENT PER NFPA 221TABLE 4.6. EACH FIRE WALL HAS THEIR OWNOPENING IN THE CORRIDOR PER NFPA 221SECTION 6.10.3.10AD-334AD-25A11AD-25A10,11AD-335AD-55.1TYP.2-IIIACONSTRUCTIONIACONSTRUCTIONIIIACONSTRUCTIONIACONSTRUCTIONLVELEC11AD-33DOUBLE FIRE WALL COMPLYING WITHNFPA 221: STANDARDS FOR FIREWALLS, SECTION 6.5. DOUBLE FIREWALLS. TWO SEPARATE 2-HOUR FIREWALLS PROVIDE 3-HR PROTECTIONEQUIVALENT PER NFPA 221 TABLE 4.6.EACH FIRE WALL HAS THEIR OWNOPENING IN THE CORRIDOR PERNFPA 221 SECTION 6.10.3.4AD-25A11AD-25A12AD-3312AD-33THE HATCHED AREA OCCURS UNDER ACONCRETE PODIUM STRUCTURE HELD UP BYCONCRETE COLUMNS AND SHEAR WALLS WHICHPROVIDE THE STRUCTURAL STABILITY20AD-25ADOUBLE CROSSCORRIDOR DOORSCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING A SECONDFLOOR FIREPROTECTION PLANSA0-12SCALE:13/32"=1'-0"BUILDING A - LEVEL 2 FIRE PROTECTION PLANDESCRIPTIONTYPE III-A ASSEMBLIESFLOOR / CEILING - FRAMEDTYP. INTERIORINTERIOR CORRIDOREXTERIOR CORRIDORPRIVATE BALCONYFIRERATINGDETAILREFERENCE(S)1 HR1 HR1 HR0 HR1/AD-213/AD-212/AD-214/AD-21FIRE BARRIERSSHAFT ENCLOSUREGREASE SHAFT ENCLOSUREOCCUPANCY SEPARATION (R-2/A-3/B)CHUTE ACCESS ROOM AT CORRIDORCHUTE ACCESS ROOM AT UNITELECTRICAL ROOM, MPOE2 HR3 HR1 HR2 HR2 HR2 HR8/AD-22.117/AD-2625/AD-225/AD-227/AD-225/AD-22FIRE PARTITIONSCORRIDOR TO UNITUNIT TO UNITCORRIDOR TO NON-UNIT1 HR1 HR1 HR12/AD-22.1, 20/AD-22.14/AD-22.11/AD-22NONBEARING WALLS & PARTITIONSEXTERIOR PARTITIONEXTERIOR PARTITION OR FURRINGINTERIOR PARTITION OR FURRINGINTERIOR PLUMBING1 HR0 HR0 HR0 HR1/AD-249/AD-241/AD-22 SIM.8/AD-22BEARING WALLSEXTERIOR (TYPE III-A)INTERIOR2 HR1 HR20/AD-24.11/AD-22FIRE WALLS3 HOUR2 HOUR3 HR2 HR1/AD-251/AD-23PRIMARY STRUCTURAL FRAME -(SEE STRL FOR LOCATIONS)STEEL COLUMNSTEEL BEAMWOOD COLUMNWOOD BEAM2 HR2 HR2 HR2 HR20/AD-284/AD-2912/AD-2912/AD-29LEGENDDESCRIPTIONTYPE I-A ASSEMBLIESFLOOR / CEILING - CONCRETE SLABCONCRETE SLAB ON GRADEFLOOR / CEILING - 2ND LEVEL SLABSUSPENDED CONCRETE SLABFLOOR / CEILING - CONCRETE PODIUM SLABTYP.INTERIORTYP.EXTERIOR @ COURTYARDTYP.EXTERIOR @ PRIVATE DECKSTYP. EXTERIOR SHELF(NON-OCCUPIABLE SPACE)FIRERATINGDETAILREFERENCE(S)0 HRSEE STRUCTURALFIRE BARRIERSHAFT ENCLOSURE (SINGLE WALL)SHAFT ENCLOSURE (DOUBLE WALL)SHAFT WALL (NON-LOAD BEARING)OCCUPANCY SEPARATIONCHUTE ACCESS/TERMINATION ROOMMPOEGREASE SHAFT ENCLOSURE2 HR2 HR2 HR1 HR2 HR2 HR3 HR13/AD-2215/AD-2214/AD-2216/AD-2618/AD-2313/AD-224/AD-26FIRE PARTITIONCORRIDOR TO UNITUNIT TO UNIT1 HR1 HR10/AD-22, 24/AD-2211/AD-22NON-BEARING WALLS & PARTITIONSEXTERIOR GARAGE (CMU)EXTERIOR & INTERIOREXTERIOR PARTITION OR FURRINGINTERIOR PARTITION OR FURRINGINTERIOR PLUMBING3 HR1 HR0 HR0 HR0 HR18/AD-2310/AD-223/AD-24, 7/AD-2414/AD-2612/AD-22BEARING WALLSEXTERIOR & INTERIOR3 HR22/AD-22PRIMARY STRUCTURAL FRAME -(SEE STRL FOR LOCATIONS)TYP. CONCRETE COLUMN3 HRSYMBOL LEGENDSYMBOL LEGEND3 HR3 HR3 HR3 HR17/AD-2117/AD-2117/AD-2117/AD-212 HR13/AD-21BUILDING ENTRANCE150' HOSE PULLSTANDPIPE IN INTERIOR EXIT STAIRWAYXXACTUAL HOSE PULL FROM STANDPIPEOR FIRE HYDRANTSTANDPIPE OR IN WALL WITH 2-HRENCLOSURE WITH ACCESS PANEL - CLASS I*F.E.C.FIRE EXTINGUISHER CABINET - SURFACE MOUNTED.PAINT CAB TO MATCH ADJACENT WALL FINISH.F.E.C.FIRE EXTINGUISHER CABINET - SEMI-RECESSED. PAINTCAB TO MATCH ADJACENT WALL FINISH.1.REFER TO FIRE MASTER PLAN FOR ADDITIONAL INFORMATION.2.NON-SEPARATED OCCUPANCIES OCCUR IN TYPE IA PER CBC SECTION 508.33.REFER TO ENLARGED UNIT PLANS FOR BATHROOM AND KITCHEN EXHAUST RATED SHAFT DETAILS.4.REFER TO FIRE ASSEMBLY PENETRATION KEY PLAN ON SHEET AD-20 FOR ALL FIRE-RESISTANCE RATED PENETRATIONS DETAILS AND THEIR LOCATIONS.5.PER CBC 703.7 WHERE THERE IS AN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING, OR ATTIC SPACE, FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS,SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELYAND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING IN THE CONCEALED SPACE. SUCH IDENTIFICATION SHALL:1. BE LOCATED WITHIN 15 FT OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FT MEASURED HORIZONTALLY ALONG THE WALL ORPARTITION.2. INCLUDE LETTERING NOT LESS THAN 3 INCHES IN HEIGHT WITH A MINIMUM 3/8-INCH STROKE IN A CONTRASTING COLOR INCORPORATING THESUGGESTED WORDING, "FIRE AND/OR SMOKE BARRIER-PROTECT ALL OPENINGS," OR OTHER WORDING.6.PER CBC SECTION 718.2.2, PROVIDE FIRE BLOCKING IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AT THE CEILINGAND FLOOR LEVEL AND AT 10 FT. INTERVALS BOTH VERTICAL AND HORIZONTAL.7.IN COMBUSTIBLE CONSTRUCTION, FIRE BLOCKING SHALL BE INSTALLED TO CUT OFF CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) ANDSHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A TOP STORY AND A ROOF OR ATTIC SPACE. FIRE BLOCKING SHALL BE INSTALLED IN THELOCATIONS SPECIFIED IN CBC SECTIONS 718.2.2 THROUGH 718.2.7.8.FIRE BLOCKING SHALL BE INSTALLED WITHIN CONCEALED SPACES OF EXTERIOR WALL FINISH AND OTHER EXTERIOR ARCHITECTURAL ELEMENTS WHEREPERMITTED TO BE OF COMBUSTIBLE CONSTRUCTION AS SPECIFIED IN SECTION 1406 OR WHERE ERECTED WITH COMBUSTIBLE FRAMES AT MAX INTERVALSOF 20' SO THAT THERE WILL BE NO OPEN SPACE EXCEEDING 100 SF. WHERE WOOD FURRING STRIPS ARE USED THEY SHALL BE OF APPROVED WOOD OFNATURAL DECAY RESISTANCE OR PRESERVATIVE-TREATED WOOD. IF NON-CONTINUOUS SUCH E,ELEMENTS SHALL HAVE CLOSED ENDS WITH AT LEAST 4" OFSEPARATION BETWEEN SECTIONS.9.CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINE CABINETS.10.EXHAUST FANS FROM THE BATHROOM MUST ENTER THROUGH THE WALL. DAMPERS ARE REQUIRED IF THE CEILING IS PENETRATED. (CBC 717.6.1)11.PLUMBING PENETRATION THROUGH HORIZONTAL OCCUPANCY SEPARATIONS SHALL BE BOXED OUT AND FILLED WITH AN APPROVED MATERIAL. INSULATIONIS NOT APPROVED. (CBC 714.5.1)12.PENETRATION OF THE 1 HOUR CEILING BY DUCTS FROM THE FAU AND THE STOVE HOOD REQUIRE DAMPERS. ATTIC UNITS (INCLUDING HEAT PUMPS)REQUIRE DAMPERS AT ALL CEILING PENETRATIONS (CBC 717.6.1)13.STEEL BEAMS AND COLUMNS SHALL BE PROTECTED AS REQUIRED FOR 1-HOUR PROTECTION. WHERE CEILING FORMS PROTECTIVE MEMBRANE FORFIRE-RESISTIVE ASSEMBLIES, THE CONSTRUCTION AND THEIR SUPPORTING HORIZONTAL STRUCTURAL MEMBERS NEED NOT BE INDIVIDUALLY FIREPROTECTED EXCEPT WHERE SUCH MEMBERS SUPPORT DIRECTLY APPLIED LOADS FROM MORE THAN ONE FLOOR OR FLOOR AND A ROOF. THE REQUIREDFIRE RESISTANCE SHALL NOT BE LESS THAN THAT REQUIRED FOR INDIVIDUAL PROTECTION OF MEMBERS. (CBC 704.3).14.RECESSED LIGHT FIXTURES MUST BE BOXED AROUND WITH 58" TYPE 'X' GYP BD TO MAINTAIN THE 1-HOUR CEILING ASSEMBLY. SEE DETAIL 10/AD-21.15.CONFIRM ALL BEARING WALL LOCATIONS WITH STRUCTURAL PLANS.FIRE PROTECTION NOTESPARTIAL SECTION1 HR ROOF / CLG ASSEMBLY2 HR CONCRETEFLOOR / CLG ASSEMBLY3 HR CONCRETEFLOOR / CLG ASSEMBLY1 HR FLOOR / CLG ASSEMBLY4TH FLOOR5TH FLOOR6TH FLOOR1ST FLOOR2ND FLOOR3RD FLOOR7TH FLOORROOF LEVELTYPE III-A CONSTRUCTIONTYPE I-A CONSTRUCTION ROOF / CEILINGTYPICALROOF DECK1 HR1 HR9/AD-218/AD-2122/AD-22ROOF / CEILINGCONCRETE SLAB1-1/2 HR13/AD-21ROOF / CEILINGTYP. STEEL COLUMNTYP. STEEL BEAMTYP. WOOD COLUMNTYP. WOOD BEAM1 HR1 HR1 HR1 HR19/AD-28PRIMARY STUCTURAL FRAME-(SEE STRL FOR LOCATIONS)TYP. STEEL COLUMNTYP. STEEL BEAMTYP. WOOD COLUMNTYP. WOOD BEAM1 HR1 HR1 HR1 HR19/AD-2811/AD-2812/AD-2912/AD-29DESCRIPTIONFIRERATINGDETAILREFERENCE(S)28AD-22AAAAAAAASCALE:21/8"=1'-0"DOUBLE FIREWALL ENLARGED PLANAAAA06-21-23 EEDDDERWSPFECLV ELECLV ELEC LVELECLVELECLVELEC LVELECELEC LV ELEC LVLVELECELECLV ELECLVLVELECLVELECLV ELEC LVELECLVELECLVELEC UPDNSTAIR A1UP 5%UP 5.0%UP 5%DOWN 5%EVEVEVFECFEC FECFECDOWN 1.5%ñññ ñññ ññññ ñ ñEVEVEV30'-10"18'-8"EVEVEVEVEVEVEVSTAIR A4STAIR A3STAIR A2UPDNABOVEDNUPFECFECFEC DNDOWN 3.1%DNUPSP150'150'150'135'150'149'**F.E.C. F.E.C.150'HOSE PULL IF ROUTED OVERPOOL ENCLOSURE FENCE112'68'DOUBLE FIRE WALL COMPLYING WITH NFPA221: STANDARDS FOR FIRE WALLS, SECTION6.5. DOUBLE FIRE WALLS. TWO SEPARATE2-HOUR FIRE WALLS PROVIDE 3-HRPROTECTION EQUIVALENT PER NFPA 221TABLE 4.6. EACH FIRE WALL HAS THEIR OWNOPENING IN THE CORRIDOR PER NFPA 221SECTION 6.10.3.10AD-3310,11AD-3310AD-25A12AD-3310 & 11AD-334AD-25ASEE SHEET A5-62 FORPRIMARY STRUCTURALFRAME DETAIL CALL-OUTS2AD-255AD-55.1TYP.2-IIIACONSTRUCTIONIACONSTRUCTIONIIIACONSTRUCTIONIACONSTRUCTIONLVELECLV11AD-33DOUBLE FIRE WALL COMPLYING WITHNFPA 221: STANDARDS FOR FIREWALLS, SECTION 6.5. DOUBLE FIREWALLS. TWO SEPARATE 2-HOUR FIREWALLS PROVIDE 3-HR PROTECTIONEQUIVALENT PER NFPA 221 TABLE 4.6.EACH FIRE WALL HAS THEIR OWNOPENING IN THE CORRIDOR PERNFPA 221 SECTION 6.10.3.4AD-25A10AD-25A12AD-3312AD-3318AD-25DOUBLE CROSSCORRIDOR DOORSCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING A THIRDFLOOR FIREPROTECTION PLANSA0-13SCALE:13/32"=1'-0"BUILDING A - LEVEL 3 FIRE PROTECTION PLANSDESCRIPTIONTYPE III-A ASSEMBLIESFLOOR / CEILING - FRAMEDTYP. INTERIORINTERIOR CORRIDOREXTERIOR CORRIDORPRIVATE BALCONYFIRERATINGDETAILREFERENCE(S)1 HR1 HR1 HR0 HR1/AD-213/AD-212/AD-214/AD-21FIRE BARRIERSSHAFT ENCLOSUREGREASE SHAFT ENCLOSUREOCCUPANCY SEPARATION (R-2/A-3/B)CHUTE ACCESS ROOM AT CORRIDORCHUTE ACCESS ROOM AT UNITELECTRICAL ROOM, MPOE2 HR3 HR1 HR2 HR2 HR2 HR8/AD-22.117/AD-2625/AD-225/AD-227/AD-225/AD-22FIRE PARTITIONSCORRIDOR TO UNITUNIT TO UNITCORRIDOR TO NON-UNIT1 HR1 HR1 HR12/AD-22.1, 20/AD-22.14/AD-22.11/AD-22NONBEARING WALLS & PARTITIONSEXTERIOR PARTITIONEXTERIOR PARTITION OR FURRINGINTERIOR PARTITION OR FURRINGINTERIOR PLUMBING1 HR0 HR0 HR0 HR1/AD-249/AD-241/AD-22 SIM.8/AD-22BEARING WALLSEXTERIOR (TYPE III-A)INTERIOR2 HR1 HR20/AD-24.11/AD-22FIRE WALLS3 HOUR2 HOUR3 HR2 HR1/AD-251/AD-23PRIMARY STRUCTURAL FRAME -(SEE STRL FOR LOCATIONS)STEEL COLUMNSTEEL BEAMWOOD COLUMNWOOD BEAM2 HR2 HR2 HR2 HR20/AD-284/AD-2912/AD-2912/AD-29LEGENDDESCRIPTIONTYPE I-A ASSEMBLIESFLOOR / CEILING - CONCRETE SLABCONCRETE SLAB ON GRADEFLOOR / CEILING - 2ND LEVEL SLABSUSPENDED CONCRETE SLABFLOOR / CEILING - CONCRETE PODIUM SLABTYP.INTERIORTYP.EXTERIOR @ COURTYARDTYP.EXTERIOR @ PRIVATE DECKSTYP. EXTERIOR SHELF(NON-OCCUPIABLE SPACE)FIRERATINGDETAILREFERENCE(S)0 HRSEE STRUCTURALFIRE BARRIERSHAFT ENCLOSURE (SINGLE WALL)SHAFT ENCLOSURE (DOUBLE WALL)SHAFT WALL (NON-LOAD BEARING)OCCUPANCY SEPARATIONCHUTE ACCESS/TERMINATION ROOMMPOEGREASE SHAFT ENCLOSURE2 HR2 HR2 HR1 HR2 HR2 HR3 HR13/AD-2215/AD-2214/AD-2216/AD-2618/AD-2313/AD-224/AD-26FIRE PARTITIONCORRIDOR TO UNITUNIT TO UNIT1 HR1 HR10/AD-22, 24/AD-2211/AD-22NON-BEARING WALLS & PARTITIONSEXTERIOR GARAGE (CMU)EXTERIOR & INTERIOREXTERIOR PARTITION OR FURRINGINTERIOR PARTITION OR FURRINGINTERIOR PLUMBING3 HR1 HR0 HR0 HR0 HR18/AD-2310/AD-223/AD-24, 7/AD-2414/AD-2612/AD-22BEARING WALLSEXTERIOR & INTERIOR3 HR22/AD-22PRIMARY STRUCTURAL FRAME -(SEE STRL FOR LOCATIONS)TYP. CONCRETE COLUMN3 HRSYMBOL LEGENDSYMBOL LEGEND3 HR3 HR3 HR3 HR17/AD-2117/AD-2117/AD-2117/AD-212 HR13/AD-21BUILDING ENTRANCE150' HOSE PULLSTANDPIPE IN INTERIOR EXIT STAIRWAYXXACTUAL HOSE PULL FROM STANDPIPEOR FIRE HYDRANTSTANDPIPE OR IN WALL WITH 2-HRENCLOSURE WITH ACCESS PANEL - CLASS I*F.E.C.FIRE EXTINGUISHER CABINET - SURFACE MOUNTED.PAINT CAB TO MATCH ADJACENT WALL FINISH.F.E.C.FIRE EXTINGUISHER CABINET - SEMI-RECESSED. PAINTCAB TO MATCH ADJACENT WALL FINISH.1.REFER TO FIRE MASTER PLAN FOR ADDITIONAL INFORMATION.2.NON-SEPARATED OCCUPANCIES OCCUR IN TYPE IA PER CBC SECTION 508.33.REFER TO ENLARGED UNIT PLANS FOR BATHROOM AND KITCHEN EXHAUST RATED SHAFT DETAILS.4.REFER TO FIRE ASSEMBLY PENETRATION KEY PLAN ON SHEET AD-20 FOR ALL FIRE-RESISTANCE RATED PENETRATIONS DETAILS AND THEIR LOCATIONS.5.PER CBC 703.7 WHERE THERE IS AN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING, OR ATTIC SPACE, FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS,SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELYAND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING IN THE CONCEALED SPACE. SUCH IDENTIFICATION SHALL:1. BE LOCATED WITHIN 15 FT OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FT MEASURED HORIZONTALLY ALONG THE WALL ORPARTITION.2. INCLUDE LETTERING NOT LESS THAN 3 INCHES IN HEIGHT WITH A MINIMUM 3/8-INCH STROKE IN A CONTRASTING COLOR INCORPORATING THESUGGESTED WORDING, "FIRE AND/OR SMOKE BARRIER-PROTECT ALL OPENINGS," OR OTHER WORDING.6.PER CBC SECTION 718.2.2, PROVIDE FIRE BLOCKING IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AT THE CEILINGAND FLOOR LEVEL AND AT 10 FT. INTERVALS BOTH VERTICAL AND HORIZONTAL.7.IN COMBUSTIBLE CONSTRUCTION, FIRE BLOCKING SHALL BE INSTALLED TO CUT OFF CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) ANDSHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A TOP STORY AND A ROOF OR ATTIC SPACE. FIRE BLOCKING SHALL BE INSTALLED IN THELOCATIONS SPECIFIED IN CBC SECTIONS 718.2.2 THROUGH 718.2.7.8.FIRE BLOCKING SHALL BE INSTALLED WITHIN CONCEALED SPACES OF EXTERIOR WALL FINISH AND OTHER EXTERIOR ARCHITECTURAL ELEMENTS WHEREPERMITTED TO BE OF COMBUSTIBLE CONSTRUCTION AS SPECIFIED IN SECTION 1406 OR WHERE ERECTED WITH COMBUSTIBLE FRAMES AT MAX INTERVALSOF 20' SO THAT THERE WILL BE NO OPEN SPACE EXCEEDING 100 SF. WHERE WOOD FURRING STRIPS ARE USED THEY SHALL BE OF APPROVED WOOD OFNATURAL DECAY RESISTANCE OR PRESERVATIVE-TREATED WOOD. IF NON-CONTINUOUS SUCH E,ELEMENTS SHALL HAVE CLOSED ENDS WITH AT LEAST 4" OFSEPARATION BETWEEN SECTIONS.9.CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINE CABINETS.10.EXHAUST FANS FROM THE BATHROOM MUST ENTER THROUGH THE WALL. DAMPERS ARE REQUIRED IF THE CEILING IS PENETRATED. (CBC 717.6.1)11.PLUMBING PENETRATION THROUGH HORIZONTAL OCCUPANCY SEPARATIONS SHALL BE BOXED OUT AND FILLED WITH AN APPROVED MATERIAL. INSULATIONIS NOT APPROVED. (CBC 714.5.1)12.PENETRATION OF THE 1 HOUR CEILING BY DUCTS FROM THE FAU AND THE STOVE HOOD REQUIRE DAMPERS. ATTIC UNITS (INCLUDING HEAT PUMPS)REQUIRE DAMPERS AT ALL CEILING PENETRATIONS (CBC 717.6.1)13.STEEL BEAMS AND COLUMNS SHALL BE PROTECTED AS REQUIRED FOR 1-HOUR PROTECTION. WHERE CEILING FORMS PROTECTIVE MEMBRANE FORFIRE-RESISTIVE ASSEMBLIES, THE CONSTRUCTION AND THEIR SUPPORTING HORIZONTAL STRUCTURAL MEMBERS NEED NOT BE INDIVIDUALLY FIREPROTECTED EXCEPT WHERE SUCH MEMBERS SUPPORT DIRECTLY APPLIED LOADS FROM MORE THAN ONE FLOOR OR FLOOR AND A ROOF. THE REQUIREDFIRE RESISTANCE SHALL NOT BE LESS THAN THAT REQUIRED FOR INDIVIDUAL PROTECTION OF MEMBERS. (CBC 704.3).14.RECESSED LIGHT FIXTURES MUST BE BOXED AROUND WITH 58" TYPE 'X' GYP BD TO MAINTAIN THE 1-HOUR CEILING ASSEMBLY. SEE DETAIL 10/AD-21.15.CONFIRM ALL BEARING WALL LOCATIONS WITH STRUCTURAL PLANS.FIRE PROTECTION NOTESPARTIAL SECTION1 HR ROOF / CLG ASSEMBLY2 HR CONCRETEFLOOR / CLG ASSEMBLY3 HR CONCRETEFLOOR / CLG ASSEMBLY1 HR FLOOR / CLG ASSEMBLY4TH FLOOR5TH FLOOR6TH FLOOR1ST FLOOR2ND FLOOR3RD FLOOR7TH FLOORROOF LEVELTYPE III-A CONSTRUCTIONTYPE I-A CONSTRUCTION ROOF / CEILINGTYPICALROOF DECK1 HR1 HR9/AD-218/AD-2122/AD-22ROOF / CEILINGCONCRETE SLAB1-1/2 HR13/AD-21ROOF / CEILINGTYP. STEEL COLUMNTYP. STEEL BEAMTYP. WOOD COLUMNTYP. WOOD BEAM1 HR1 HR1 HR1 HR19/AD-28PRIMARY STUCTURAL FRAME-(SEE STRL FOR LOCATIONS)TYP. STEEL COLUMNTYP. STEEL BEAMTYP. WOOD COLUMNTYP. WOOD BEAM1 HR1 HR1 HR1 HR19/AD-2811/AD-2812/AD-2912/AD-29DESCRIPTIONFIRERATINGDETAILREFERENCE(S)28AD-22AAAAAAASCALE:21/8"=1'-0"DOUBLE FIREWALL ENLARGED PLANAAAA06-21-23 RWSPFECLV ELECLV ELEC LVELECLVELECLVELEC LVELECELEC LV ELEC LVLVELECELECLV ELECLVLVELECLVELECLV ELEC LVELECLVELECLVELEC DNSTAIR A1UP 5%UP 5%UP 5%DOWN 5%FECFECFECDOWM 1.5%ñññ ñññ ññññ ñ ñEVEVEVEVEVEVEVEVEVEVFECñEVEVLVELECSTAIR A4STAIR A3STAIR A2UPDNDNUPHVACFECFECFEC DN3.1%DNUPSP150'150'135'150'149'**F.E.C.F.E.C.DOUBLE FIRE WALL COMPLYING WITH NFPA221: STANDARDS FOR FIRE WALLS, SECTION6.5. DOUBLE FIRE WALLS. TWO SEPARATE2-HOUR FIRE WALLS PROVIDE 3-HRPROTECTION EQUIVALENT PER NFPA 221TABLE 4.6. EACH FIRE WALL HAS THEIR OWNOPENING IN THE CORRIDOR PER NFPA 221SECTION 6.10.3.10AD-3310,11AD-3310AD-25A12AD-334AD-25ASEE SHEET A5-62 FORPRIMARY STRUCTURALFRAME DETAIL CALL-OUTS2AD-2510 & 11AD-335AD-55.1TYP.2-IIIACONSTRUCTIONIACONSTRUCTIONIIIACONSTRUCTIONIACONSTRUCTIONLVELECLV11AD-33DOUBLE FIRE WALL COMPLYING WITHNFPA 221: STANDARDS FOR FIREWALLS, SECTION 6.5. DOUBLE FIREWALLS. TWO SEPARATE 2-HOUR FIREWALLS PROVIDE 3-HR PROTECTIONEQUIVALENT PER NFPA 221 TABLE 4.6.EACH FIRE WALL HAS THEIR OWNOPENING IN THE CORRIDOR PERNFPA 221 SECTION 6.10.3.4AD-25A10AD-25A12AD-3312AD-3318AD-25DOUBLE CROSSCORRIDOR DOORSSIM.CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING A FOURTHFLOOR FIREPROTECTION PLANSA0-14SCALE:13/32"=1'-0"BUILDING A - LEVEL 4 FIRE PROTECTION PLANSDESCRIPTIONTYPE III-A ASSEMBLIESFLOOR / CEILING - FRAMEDTYP. INTERIORINTERIOR CORRIDOREXTERIOR CORRIDORPRIVATE BALCONYFIRERATINGDETAILREFERENCE(S)1 HR1 HR1 HR0 HR1/AD-213/AD-212/AD-214/AD-21FIRE BARRIERSSHAFT ENCLOSUREGREASE SHAFT ENCLOSUREOCCUPANCY SEPARATION (R-2/A-3/B)CHUTE ACCESS ROOM AT CORRIDORCHUTE ACCESS ROOM AT UNITELECTRICAL ROOM, MPOE2 HR3 HR1 HR2 HR2 HR2 HR8/AD-22.117/AD-2625/AD-225/AD-227/AD-225/AD-22FIRE PARTITIONSCORRIDOR TO UNITUNIT TO UNITCORRIDOR TO NON-UNIT1 HR1 HR1 HR12/AD-22.1, 20/AD-22.14/AD-22.11/AD-22NONBEARING WALLS & PARTITIONSEXTERIOR PARTITIONEXTERIOR PARTITION OR FURRINGINTERIOR PARTITION OR FURRINGINTERIOR PLUMBING1 HR0 HR0 HR0 HR1/AD-249/AD-241/AD-22 SIM.8/AD-22BEARING WALLSEXTERIOR (TYPE III-A)INTERIOR2 HR1 HR20/AD-24.11/AD-22FIRE WALLS3 HOUR2 HOUR3 HR2 HR1/AD-251/AD-23PRIMARY STRUCTURAL FRAME -(SEE STRL FOR LOCATIONS)STEEL COLUMNSTEEL BEAMWOOD COLUMNWOOD BEAM2 HR2 HR2 HR2 HR20/AD-284/AD-2912/AD-2912/AD-29LEGENDDESCRIPTIONTYPE I-A ASSEMBLIESFLOOR / CEILING - CONCRETE SLABCONCRETE SLAB ON GRADEFLOOR / CEILING - 2ND LEVEL SLABSUSPENDED CONCRETE SLABFLOOR / CEILING - CONCRETE PODIUM SLABTYP.INTERIORTYP.EXTERIOR @ COURTYARDTYP.EXTERIOR @ PRIVATE DECKSTYP. EXTERIOR SHELF(NON-OCCUPIABLE SPACE)FIRERATINGDETAILREFERENCE(S)0 HRSEE STRUCTURALFIRE BARRIERSHAFT ENCLOSURE (SINGLE WALL)SHAFT ENCLOSURE (DOUBLE WALL)SHAFT WALL (NON-LOAD BEARING)OCCUPANCY SEPARATIONCHUTE ACCESS/TERMINATION ROOMMPOEGREASE SHAFT ENCLOSURE2 HR2 HR2 HR1 HR2 HR2 HR3 HR13/AD-2215/AD-2214/AD-2216/AD-2618/AD-2313/AD-224/AD-26FIRE PARTITIONCORRIDOR TO UNITUNIT TO UNIT1 HR1 HR10/AD-22, 24/AD-2211/AD-22NON-BEARING WALLS & PARTITIONSEXTERIOR GARAGE (CMU)EXTERIOR & INTERIOREXTERIOR PARTITION OR FURRINGINTERIOR PARTITION OR FURRINGINTERIOR PLUMBING3 HR1 HR0 HR0 HR0 HR18/AD-2310/AD-223/AD-24, 7/AD-2414/AD-2612/AD-22BEARING WALLSEXTERIOR & INTERIOR3 HR22/AD-22PRIMARY STRUCTURAL FRAME -(SEE STRL FOR LOCATIONS)TYP. CONCRETE COLUMN3 HRSYMBOL LEGENDSYMBOL LEGEND3 HR3 HR3 HR3 HR17/AD-2117/AD-2117/AD-2117/AD-212 HR13/AD-21BUILDING ENTRANCE150' HOSE PULLSTANDPIPE IN INTERIOR EXIT STAIRWAYXXACTUAL HOSE PULL FROM STANDPIPEOR FIRE HYDRANTSTANDPIPE OR IN WALL WITH 2-HRENCLOSURE WITH ACCESS PANEL - CLASS I*F.E.C.FIRE EXTINGUISHER CABINET - SURFACE MOUNTED.PAINT CAB TO MATCH ADJACENT WALL FINISH.F.E.C.FIRE EXTINGUISHER CABINET - SEMI-RECESSED. PAINTCAB TO MATCH ADJACENT WALL FINISH.1.REFER TO FIRE MASTER PLAN FOR ADDITIONAL INFORMATION.2.NON-SEPARATED OCCUPANCIES OCCUR IN TYPE IA PER CBC SECTION 508.33.REFER TO ENLARGED UNIT PLANS FOR BATHROOM AND KITCHEN EXHAUST RATED SHAFT DETAILS.4.REFER TO FIRE ASSEMBLY PENETRATION KEY PLAN ON SHEET AD-20 FOR ALL FIRE-RESISTANCE RATED PENETRATIONS DETAILS AND THEIR LOCATIONS.5.PER CBC 703.7 WHERE THERE IS AN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING, OR ATTIC SPACE, FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS,SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELYAND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING IN THE CONCEALED SPACE. SUCH IDENTIFICATION SHALL:1. BE LOCATED WITHIN 15 FT OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FT MEASURED HORIZONTALLY ALONG THE WALL ORPARTITION.2. INCLUDE LETTERING NOT LESS THAN 3 INCHES IN HEIGHT WITH A MINIMUM 3/8-INCH STROKE IN A CONTRASTING COLOR INCORPORATING THESUGGESTED WORDING, "FIRE AND/OR SMOKE BARRIER-PROTECT ALL OPENINGS," OR OTHER WORDING.6.PER CBC SECTION 718.2.2, PROVIDE FIRE BLOCKING IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AT THE CEILINGAND FLOOR LEVEL AND AT 10 FT. INTERVALS BOTH VERTICAL AND HORIZONTAL.7.IN COMBUSTIBLE CONSTRUCTION, FIRE BLOCKING SHALL BE INSTALLED TO CUT OFF CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) ANDSHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A TOP STORY AND A ROOF OR ATTIC SPACE. FIRE BLOCKING SHALL BE INSTALLED IN THELOCATIONS SPECIFIED IN CBC SECTIONS 718.2.2 THROUGH 718.2.7.8.FIRE BLOCKING SHALL BE INSTALLED WITHIN CONCEALED SPACES OF EXTERIOR WALL FINISH AND OTHER EXTERIOR ARCHITECTURAL ELEMENTS WHEREPERMITTED TO BE OF COMBUSTIBLE CONSTRUCTION AS SPECIFIED IN SECTION 1406 OR WHERE ERECTED WITH COMBUSTIBLE FRAMES AT MAX INTERVALSOF 20' SO THAT THERE WILL BE NO OPEN SPACE EXCEEDING 100 SF. WHERE WOOD FURRING STRIPS ARE USED THEY SHALL BE OF APPROVED WOOD OFNATURAL DECAY RESISTANCE OR PRESERVATIVE-TREATED WOOD. IF NON-CONTINUOUS SUCH E,ELEMENTS SHALL HAVE CLOSED ENDS WITH AT LEAST 4" OFSEPARATION BETWEEN SECTIONS.9.CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINE CABINETS.10.EXHAUST FANS FROM THE BATHROOM MUST ENTER THROUGH THE WALL. DAMPERS ARE REQUIRED IF THE CEILING IS PENETRATED. (CBC 717.6.1)11.PLUMBING PENETRATION THROUGH HORIZONTAL OCCUPANCY SEPARATIONS SHALL BE BOXED OUT AND FILLED WITH AN APPROVED MATERIAL. INSULATIONIS NOT APPROVED. (CBC 714.5.1)12.PENETRATION OF THE 1 HOUR CEILING BY DUCTS FROM THE FAU AND THE STOVE HOOD REQUIRE DAMPERS. ATTIC UNITS (INCLUDING HEAT PUMPS)REQUIRE DAMPERS AT ALL CEILING PENETRATIONS (CBC 717.6.1)13.STEEL BEAMS AND COLUMNS SHALL BE PROTECTED AS REQUIRED FOR 1-HOUR PROTECTION. WHERE CEILING FORMS PROTECTIVE MEMBRANE FORFIRE-RESISTIVE ASSEMBLIES, THE CONSTRUCTION AND THEIR SUPPORTING HORIZONTAL STRUCTURAL MEMBERS NEED NOT BE INDIVIDUALLY FIREPROTECTED EXCEPT WHERE SUCH MEMBERS SUPPORT DIRECTLY APPLIED LOADS FROM MORE THAN ONE FLOOR OR FLOOR AND A ROOF. THE REQUIREDFIRE RESISTANCE SHALL NOT BE LESS THAN THAT REQUIRED FOR INDIVIDUAL PROTECTION OF MEMBERS. (CBC 704.3).14.RECESSED LIGHT FIXTURES MUST BE BOXED AROUND WITH 58" TYPE 'X' GYP BD TO MAINTAIN THE 1-HOUR CEILING ASSEMBLY. SEE DETAIL 10/AD-21.15.CONFIRM ALL BEARING WALL LOCATIONS WITH STRUCTURAL PLANS.FIRE PROTECTION NOTESPARTIAL SECTION1 HR ROOF / CLG ASSEMBLY2 HR CONCRETEFLOOR / CLG ASSEMBLY3 HR CONCRETEFLOOR / CLG ASSEMBLY1 HR FLOOR / CLG ASSEMBLY4TH FLOOR5TH FLOOR6TH FLOOR1ST FLOOR2ND FLOOR3RD FLOOR7TH FLOORROOF LEVELTYPE III-A CONSTRUCTIONTYPE I-A CONSTRUCTION ROOF / CEILINGTYPICALROOF DECK1 HR1 HR9/AD-218/AD-2122/AD-22ROOF / CEILINGCONCRETE SLAB1-1/2 HR13/AD-21ROOF / CEILINGTYP. STEEL COLUMNTYP. STEEL BEAMTYP. WOOD COLUMNTYP. WOOD BEAM1 HR1 HR1 HR1 HR19/AD-28PRIMARY STUCTURAL FRAME-(SEE STRL FOR LOCATIONS)TYP. STEEL COLUMNTYP. STEEL BEAMTYP. WOOD COLUMNTYP. WOOD BEAM1 HR1 HR1 HR1 HR19/AD-2811/AD-2812/AD-2912/AD-29DESCRIPTIONFIRERATINGDETAILREFERENCE(S)28AD-22AAAAAASCALE:21/8"=1'-0"DOUBLE FIREWALL ENLARGED PLANAAAA06-21-23 RWSPFECLVELECLVELEC ELEC LV ELEC LVLVELECELECLV ELECLVLVELECLVELECLV ELEC LVELECLVELECLVELEC LVELECLVELECLVELECTURN-AROUNDSPOTUP 5%UP 5%DOWN 5%FEC DOWN 1.6%ñññ ñññ ññññ ñ ñEVEVEVEVSTAIR A4STAIR A3LVELECUPDNDNLV ELECLVELECLV ELEC FECFECDNDOWN 4.5% FEC DNUPSP150'150'135'135'149'**F.E.C.DOUBLE FIRE WALL COMPLYING WITH NFPA221: STANDARDS FOR FIRE WALLS, SECTION6.5. DOUBLE FIRE WALLS. TWO SEPARATE2-HOUR FIRE WALLS PROVIDE 3-HRPROTECTION EQUIVALENT PER NFPA 221TABLE 4.6. EACH FIRE WALL HAS THEIR OWNOPENING IN THE CORRIDOR PER NFPA 221SECTION 6.10.3.10AD-3310,11AD-3310AD-25A12AD-3311AD-334AD-25A2AD-2510 & 11AD-335AD-55.1TYP.2-IIIACONSTRUCTIONIACONSTRUCTIONIIIACONSTRUCTIONIACONSTRUCTIONELEC LV LV11AD-33DOUBLE FIRE WALL COMPLYING WITHNFPA 221: STANDARDS FOR FIREWALLS, SECTION 6.5. DOUBLE FIREWALLS. TWO SEPARATE 2-HOUR FIREWALLS PROVIDE 3-HR PROTECTIONEQUIVALENT PER NFPA 221 TABLE 4.6.EACH FIRE WALL HAS THEIR OWNOPENING IN THE CORRIDOR PERNFPA 221 SECTION 6.10.3.4AD-25A10AD-25A12AD-3312AD-3318AD-25DOUBLE CROSSCORRIDOR DOORSSIM.CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA06-21-23ADDENDUM ABUILDING A FIFTHFLOOR FIREPROTECTION PLANSA0-15SCALE:13/32"=1'-0"BUILDING A - LEVEL 5 FIRE PROTECTION PLANSDESCRIPTIONTYPE III-A ASSEMBLIESFLOOR / CEILING - FRAMEDTYP. INTERIORINTERIOR CORRIDOREXTERIOR CORRIDORPRIVATE BALCONYFIRERATINGDETAILREFERENCE(S)1 HR1 HR1 HR0 HR1/AD-213/AD-212/AD-214/AD-21FIRE BARRIERSSHAFT ENCLOSUREGREASE SHAFT ENCLOSUREOCCUPANCY SEPARATION (R-2/A-3/B)CHUTE ACCESS ROOM AT CORRIDORCHUTE ACCESS ROOM AT UNITELECTRICAL ROOM, MPOE2 HR3 HR1 HR2 HR2 HR2 HR8/AD-22.117/AD-2625/AD-225/AD-227/AD-225/AD-22FIRE PARTITIONSCORRIDOR TO UNITUNIT TO UNITCORRIDOR TO NON-UNIT1 HR1 HR1 HR12/AD-22.1, 20/AD-22.14/AD-22.11/AD-22NONBEARING WALLS & PARTITIONSEXTERIOR PARTITIONEXTERIOR PARTITION OR FURRINGINTERIOR PARTITION OR FURRINGINTERIOR PLUMBING1 HR0 HR0 HR0 HR1/AD-249/AD-241/AD-22 SIM.8/AD-22BEARING WALLSEXTERIOR (TYPE III-A)INTERIOR2 HR1 HR20/AD-24.11/AD-22FIRE WALLS3 HOUR2 HOUR3 HR2 HR1/AD-251/AD-23PRIMARY STRUCTURAL FRAME -(SEE STRL FOR LOCATIONS)STEEL COLUMNSTEEL BEAMWOOD COLUMNWOOD BEAM2 HR2 HR2 HR2 HR20/AD-284/AD-2912/AD-2912/AD-29LEGENDDESCRIPTIONTYPE I-A ASSEMBLIESFLOOR / CEILING - CONCRETE SLABCONCRETE SLAB ON GRADEFLOOR / CEILING - 2ND LEVEL SLABSUSPENDED CONCRETE SLABFLOOR / CEILING - CONCRETE PODIUM SLABTYP.INTERIORTYP.EXTERIOR @ COURTYARDTYP.EXTERIOR @ PRIVATE DECKSTYP. EXTERIOR SHELF(NON-OCCUPIABLE SPACE)FIRERATINGDETAILREFERENCE(S)0 HRSEE STRUCTURALFIRE BARRIERSHAFT ENCLOSURE (SINGLE WALL)SHAFT ENCLOSURE (DOUBLE WALL)SHAFT WALL (NON-LOAD BEARING)OCCUPANCY SEPARATIONCHUTE ACCESS/TERMINATION ROOMMPOEGREASE SHAFT ENCLOSURE2 HR2 HR2 HR1 HR2 HR2 HR3 HR13/AD-2215/AD-2214/AD-2216/AD-2618/AD-2313/AD-224/AD-26FIRE PARTITIONCORRIDOR TO UNITUNIT TO UNIT1 HR1 HR10/AD-22, 24/AD-2211/AD-22NON-BEARING WALLS & PARTITIONSEXTERIOR GARAGE (CMU)EXTERIOR & INTERIOREXTERIOR PARTITION OR FURRINGINTERIOR PARTITION OR FURRINGINTERIOR PLUMBING3 HR1 HR0 HR0 HR0 HR18/AD-2310/AD-223/AD-24, 7/AD-2414/AD-2612/AD-22BEARING WALLSEXTERIOR & INTERIOR3 HR22/AD-22PRIMARY STRUCTURAL FRAME -(SEE STRL FOR LOCATIONS)TYP. CONCRETE COLUMN3 HRSYMBOL LEGENDSYMBOL LEGEND3 HR3 HR3 HR3 HR17/AD-2117/AD-2117/AD-2117/AD-212 HR13/AD-21BUILDING ENTRANCE150' HOSE PULLSTANDPIPE IN INTERIOR EXIT STAIRWAYXXACTUAL HOSE PULL FROM STANDPIPEOR FIRE HYDRANTSTANDPIPE OR IN WALL WITH 2-HRENCLOSURE WITH ACCESS PANEL - CLASS I*F.E.C.FIRE EXTINGUISHER CABINET - SURFACE MOUNTED.PAINT CAB TO MATCH ADJACENT WALL FINISH.F.E.C.FIRE EXTINGUISHER CABINET - SEMI-RECESSED. PAINTCAB TO MATCH ADJACENT WALL FINISH.1.REFER TO FIRE MASTER PLAN FOR ADDITIONAL INFORMATION.2.NON-SEPARATED OCCUPANCIES OCCUR IN TYPE IA PER CBC SECTION 508.33.REFER TO ENLARGED UNIT PLANS FOR BATHROOM AND KITCHEN EXHAUST RATED SHAFT DETAILS.4.REFER TO FIRE ASSEMBLY PENETRATION KEY PLAN ON SHEET AD-20 FOR ALL FIRE-RESISTANCE RATED PENETRATIONS DETAILS AND THEIR LOCATIONS.5.PER CBC 703.7 WHERE THERE IS AN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING, OR ATTIC SPACE, FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS,SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELYAND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING IN THE CONCEALED SPACE. SUCH IDENTIFICATION SHALL:1. BE LOCATED WITHIN 15 FT OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FT MEASURED HORIZONTALLY ALONG THE WALL ORPARTITION.2. INCLUDE LETTERING NOT LESS THAN 3 INCHES IN HEIGHT WITH A MINIMUM 3/8-INCH STROKE IN A CONTRASTING COLOR INCORPORATING THESUGGESTED WORDING, "FIRE AND/OR SMOKE BARRIER-PROTECT ALL OPENINGS," OR OTHER WORDING.6.PER CBC SECTION 718.2.2, PROVIDE FIRE BLOCKING IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AT THE CEILINGAND FLOOR LEVEL AND AT 10 FT. INTERVALS BOTH VERTICAL AND HORIZONTAL.7.IN COMBUSTIBLE CONSTRUCTION, FIRE BLOCKING SHALL BE INSTALLED TO CUT OFF CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) ANDSHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A TOP STORY AND A ROOF OR ATTIC SPACE. FIRE BLOCKING SHALL BE INSTALLED IN THELOCATIONS SPECIFIED IN CBC SECTIONS 718.2.2 THROUGH 718.2.7.8.FIRE BLOCKING SHALL BE INSTALLED WITHIN CONCEALED SPACES OF EXTERIOR WALL FINISH AND OTHER EXTERIOR ARCHITECTURAL ELEMENTS WHEREPERMITTED TO BE OF COMBUSTIBLE CONSTRUCTION AS SPECIFIED IN SECTION 1406 OR WHERE ERECTED WITH COMBUSTIBLE FRAMES AT MAX INTERVALSOF 20' SO THAT THERE WILL BE NO OPEN SPACE EXCEEDING 100 SF. WHERE WOOD FURRING STRIPS ARE USED THEY SHALL BE OF APPROVED WOOD OFNATURAL DECAY RESISTANCE OR PRESERVATIVE-TREATED WOOD. IF NON-CONTINUOUS SUCH E,ELEMENTS SHALL HAVE CLOSED ENDS WITH AT LEAST 4" OFSEPARATION BETWEEN SECTIONS.9.CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINE CABINETS.10.EXHAUST FANS FROM THE BATHROOM MUST ENTER THROUGH THE WALL. DAMPERS ARE REQUIRED IF THE CEILING IS PENETRATED. (CBC 717.6.1)11.PLUMBING PENETRATION THROUGH HORIZONTAL OCCUPANCY SEPARATIONS SHALL BE BOXED OUT AND FILLED WITH AN APPROVED MATERIAL. INSULATIONIS NOT APPROVED. (CBC 714.5.1)12.PENETRATION OF THE 1 HOUR CEILING BY DUCTS FROM THE FAU AND THE STOVE HOOD REQUIRE DAMPERS. ATTIC UNITS (INCLUDING HEAT PUMPS)REQUIRE DAMPERS AT ALL CEILING PENETRATIONS (CBC 717.6.1)13.STEEL BEAMS AND COLUMNS SHALL BE PROTECTED AS REQUIRED FOR 1-HOUR PROTECTION. WHERE CEILING FORMS PROTECTIVE MEMBRANE FORFIRE-RESISTIVE ASSEMBLIES, THE CONSTRUCTION AND THEIR SUPPORTING HORIZONTAL STRUCTURAL MEMBERS NEED NOT BE INDIVIDUALLY FIREPROTECTED EXCEPT WHERE SUCH MEMBERS SUPPORT DIRECTLY APPLIED LOADS FROM MORE THAN ONE FLOOR OR FLOOR AND A ROOF. THE REQUIREDFIRE RESISTANCE SHALL NOT BE LESS THAN THAT REQUIRED FOR INDIVIDUAL PROTECTION OF MEMBERS. (CBC 704.3).14.RECESSED LIGHT FIXTURES MUST BE BOXED AROUND WITH 58" TYPE 'X' GYP BD TO MAINTAIN THE 1-HOUR CEILING ASSEMBLY. SEE DETAIL 10/AD-21.15.CONFIRM ALL BEARING WALL LOCATIONS WITH STRUCTURAL PLANS.FIRE PROTECTION NOTESPARTIAL SECTION1 HR ROOF / CLG ASSEMBLY2 HR CONCRETEFLOOR / CLG ASSEMBLY3 HR CONCRETEFLOOR / CLG ASSEMBLY1 HR FLOOR / CLG ASSEMBLY4TH FLOOR5TH FLOOR6TH FLOOR1ST FLOOR2ND FLOOR3RD FLOOR7TH FLOORROOF LEVELTYPE III-A CONSTRUCTIONTYPE I-A CONSTRUCTION ROOF / CEILINGTYPICALROOF DECK1 HR1 HR9/AD-218/AD-2122/AD-22ROOF / CEILINGCONCRETE SLAB1-1/2 HR13/AD-21ROOF / CEILINGTYP. STEEL COLUMNTYP. STEEL BEAMTYP. WOOD COLUMNTYP. WOOD BEAM1 HR1 HR1 HR1 HR19/AD-28PRIMARY STUCTURAL FRAME-(SEE STRL FOR LOCATIONS)TYP. STEEL COLUMNTYP. STEEL BEAMTYP. WOOD COLUMNTYP. WOOD BEAM1 HR1 HR1 HR1 HR19/AD-2811/AD-2812/AD-2912/AD-29DESCRIPTIONFIRERATINGDETAILREFERENCE(S)28AD-22AAAAAASCALE:21/8"=1'-0"DOUBLE FIREWALL ENLARGED PLANAAAAA06-21-23 RWSPLVELECLVELEC ELEC LV ELEC LVLVELECELECLV ELECLVLVELECLVELECLV ELEC LVELECLVELECLVELEC LVELECLVELECLVELECSTAIR A4STAIR A3TURN-AROUNDSPOTUP 5%UP 5%DOWN 5%FEC DOWN 1.6%ñññ ñññ ññññ ñ ñEVEVEVEVUPDNFECFECFECSTORAGEDNUPSP150'150'**GARAGE ON LEVEL BELOW4AD-25A4AD-33DOUBLE FIRE WALL COMPLYING WITH NFPA221: STANDARDS FOR FIRE WALLS, SECTION6.5. DOUBLE FIRE WALLS. TWO SEPARATE2-HOUR FIRE WALLS PROVIDE 3-HRPROTECTION EQUIVALENT PER NFPA 221TABLE 4.6. EACH FIRE WALL HAS THEIR OWNOPENING IN THE CORRIDOR PER NFPA 221SECTION 6.10.3.3AD-332AD-255AD-55.1TYP.CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING A SIXTHFLOOR FIREPROTECTION PLANSA0-16SCALE:13/32"=1'-0"BUILDING A - LEVEL 6 FIRE PROTECTION PLANSDESCRIPTIONTYPE III-A ASSEMBLIESFLOOR / CEILING - FRAMEDTYP. INTERIORINTERIOR CORRIDOREXTERIOR CORRIDORPRIVATE BALCONYFIRERATINGDETAILREFERENCE(S)1 HR1 HR1 HR0 HR1/AD-213/AD-212/AD-214/AD-21FIRE BARRIERSSHAFT ENCLOSUREGREASE SHAFT ENCLOSUREOCCUPANCY SEPARATION (R-2/A-3/B)CHUTE ACCESS ROOM AT CORRIDORCHUTE ACCESS ROOM AT UNITELECTRICAL ROOM, MPOE2 HR3 HR1 HR2 HR2 HR2 HR8/AD-22.117/AD-2625/AD-225/AD-227/AD-225/AD-22FIRE PARTITIONSCORRIDOR TO UNITUNIT TO UNITCORRIDOR TO NON-UNIT1 HR1 HR1 HR12/AD-22.1, 20/AD-22.14/AD-22.11/AD-22NONBEARING WALLS & PARTITIONSEXTERIOR PARTITIONEXTERIOR PARTITION OR FURRINGINTERIOR PARTITION OR FURRINGINTERIOR PLUMBING1 HR0 HR0 HR0 HR1/AD-249/AD-241/AD-22 SIM.8/AD-22BEARING WALLSEXTERIOR (TYPE III-A)INTERIOR2 HR1 HR20/AD-24.11/AD-22FIRE WALLS3 HOUR2 HOUR3 HR2 HR1/AD-251/AD-23PRIMARY STRUCTURAL FRAME -(SEE STRL FOR LOCATIONS)STEEL COLUMNSTEEL BEAMWOOD COLUMNWOOD BEAM2 HR2 HR2 HR2 HR20/AD-284/AD-2912/AD-2912/AD-29LEGENDDESCRIPTIONTYPE I-A ASSEMBLIESFLOOR / CEILING - CONCRETE SLABCONCRETE SLAB ON GRADEFLOOR / CEILING - 2ND LEVEL SLABSUSPENDED CONCRETE SLABFLOOR / CEILING - CONCRETE PODIUM SLABTYP.INTERIORTYP.EXTERIOR @ COURTYARDTYP.EXTERIOR @ PRIVATE DECKSTYP. EXTERIOR SHELF(NON-OCCUPIABLE SPACE)FIRERATINGDETAILREFERENCE(S)0 HRSEE STRUCTURALFIRE BARRIERSHAFT ENCLOSURE (SINGLE WALL)SHAFT ENCLOSURE (DOUBLE WALL)SHAFT WALL (NON-LOAD BEARING)OCCUPANCY SEPARATIONCHUTE ACCESS/TERMINATION ROOMMPOEGREASE SHAFT ENCLOSURE2 HR2 HR2 HR1 HR2 HR2 HR3 HR13/AD-2215/AD-2214/AD-2216/AD-2618/AD-2313/AD-224/AD-26FIRE PARTITIONCORRIDOR TO UNITUNIT TO UNIT1 HR1 HR10/AD-22, 24/AD-2211/AD-22NON-BEARING WALLS & PARTITIONSEXTERIOR GARAGE (CMU)EXTERIOR & INTERIOREXTERIOR PARTITION OR FURRINGINTERIOR PARTITION OR FURRINGINTERIOR PLUMBING3 HR1 HR0 HR0 HR0 HR18/AD-2310/AD-223/AD-24, 7/AD-2414/AD-2612/AD-22BEARING WALLSEXTERIOR & INTERIOR3 HR22/AD-22PRIMARY STRUCTURAL FRAME -(SEE STRL FOR LOCATIONS)TYP. CONCRETE COLUMN3 HRSYMBOL LEGENDSYMBOL LEGEND3 HR3 HR3 HR3 HR17/AD-2117/AD-2117/AD-2117/AD-212 HR13/AD-21BUILDING ENTRANCE150' HOSE PULLSTANDPIPE IN INTERIOR EXIT STAIRWAYXXACTUAL HOSE PULL FROM STANDPIPEOR FIRE HYDRANTSTANDPIPE OR IN WALL WITH 2-HRENCLOSURE WITH ACCESS PANEL - CLASS I*F.E.C.FIRE EXTINGUISHER CABINET - SURFACE MOUNTED.PAINT CAB TO MATCH ADJACENT WALL FINISH.F.E.C.FIRE EXTINGUISHER CABINET - SEMI-RECESSED. PAINTCAB TO MATCH ADJACENT WALL FINISH.1.REFER TO FIRE MASTER PLAN FOR ADDITIONAL INFORMATION.2.NON-SEPARATED OCCUPANCIES OCCUR IN TYPE IA PER CBC SECTION 508.33.REFER TO ENLARGED UNIT PLANS FOR BATHROOM AND KITCHEN EXHAUST RATED SHAFT DETAILS.4.REFER TO FIRE ASSEMBLY PENETRATION KEY PLAN ON SHEET AD-20 FOR ALL FIRE-RESISTANCE RATED PENETRATIONS DETAILS AND THEIR LOCATIONS.5.PER CBC 703.7 WHERE THERE IS AN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING, OR ATTIC SPACE, FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS,SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELYAND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING IN THE CONCEALED SPACE. SUCH IDENTIFICATION SHALL:1. BE LOCATED WITHIN 15 FT OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FT MEASURED HORIZONTALLY ALONG THE WALL ORPARTITION.2. INCLUDE LETTERING NOT LESS THAN 3 INCHES IN HEIGHT WITH A MINIMUM 3/8-INCH STROKE IN A CONTRASTING COLOR INCORPORATING THESUGGESTED WORDING, "FIRE AND/OR SMOKE BARRIER-PROTECT ALL OPENINGS," OR OTHER WORDING.6.PER CBC SECTION 718.2.2, PROVIDE FIRE BLOCKING IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AT THE CEILINGAND FLOOR LEVEL AND AT 10 FT. INTERVALS BOTH VERTICAL AND HORIZONTAL.7.IN COMBUSTIBLE CONSTRUCTION, FIRE BLOCKING SHALL BE INSTALLED TO CUT OFF CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) ANDSHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A TOP STORY AND A ROOF OR ATTIC SPACE. FIRE BLOCKING SHALL BE INSTALLED IN THELOCATIONS SPECIFIED IN CBC SECTIONS 718.2.2 THROUGH 718.2.7.8.FIRE BLOCKING SHALL BE INSTALLED WITHIN CONCEALED SPACES OF EXTERIOR WALL FINISH AND OTHER EXTERIOR ARCHITECTURAL ELEMENTS WHEREPERMITTED TO BE OF COMBUSTIBLE CONSTRUCTION AS SPECIFIED IN SECTION 1406 OR WHERE ERECTED WITH COMBUSTIBLE FRAMES AT MAX INTERVALSOF 20' SO THAT THERE WILL BE NO OPEN SPACE EXCEEDING 100 SF. WHERE WOOD FURRING STRIPS ARE USED THEY SHALL BE OF APPROVED WOOD OFNATURAL DECAY RESISTANCE OR PRESERVATIVE-TREATED WOOD. IF NON-CONTINUOUS SUCH E,ELEMENTS SHALL HAVE CLOSED ENDS WITH AT LEAST 4" OFSEPARATION BETWEEN SECTIONS.9.CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINE CABINETS.10.EXHAUST FANS FROM THE BATHROOM MUST ENTER THROUGH THE WALL. DAMPERS ARE REQUIRED IF THE CEILING IS PENETRATED. (CBC 717.6.1)11.PLUMBING PENETRATION THROUGH HORIZONTAL OCCUPANCY SEPARATIONS SHALL BE BOXED OUT AND FILLED WITH AN APPROVED MATERIAL. INSULATIONIS NOT APPROVED. (CBC 714.5.1)12.PENETRATION OF THE 1 HOUR CEILING BY DUCTS FROM THE FAU AND THE STOVE HOOD REQUIRE DAMPERS. ATTIC UNITS (INCLUDING HEAT PUMPS)REQUIRE DAMPERS AT ALL CEILING PENETRATIONS (CBC 717.6.1)13.STEEL BEAMS AND COLUMNS SHALL BE PROTECTED AS REQUIRED FOR 1-HOUR PROTECTION. WHERE CEILING FORMS PROTECTIVE MEMBRANE FORFIRE-RESISTIVE ASSEMBLIES, THE CONSTRUCTION AND THEIR SUPPORTING HORIZONTAL STRUCTURAL MEMBERS NEED NOT BE INDIVIDUALLY FIREPROTECTED EXCEPT WHERE SUCH MEMBERS SUPPORT DIRECTLY APPLIED LOADS FROM MORE THAN ONE FLOOR OR FLOOR AND A ROOF. THE REQUIREDFIRE RESISTANCE SHALL NOT BE LESS THAN THAT REQUIRED FOR INDIVIDUAL PROTECTION OF MEMBERS. (CBC 704.3).14.RECESSED LIGHT FIXTURES MUST BE BOXED AROUND WITH 58" TYPE 'X' GYP BD TO MAINTAIN THE 1-HOUR CEILING ASSEMBLY. SEE DETAIL 10/AD-21.15.CONFIRM ALL BEARING WALL LOCATIONS WITH STRUCTURAL PLANS.FIRE PROTECTION NOTESPARTIAL SECTION1 HR ROOF / CLG ASSEMBLY2 HR CONCRETEFLOOR / CLG ASSEMBLY3 HR CONCRETEFLOOR / CLG ASSEMBLY1 HR FLOOR / CLG ASSEMBLY4TH FLOOR5TH FLOOR6TH FLOOR1ST FLOOR2ND FLOOR3RD FLOOR7TH FLOORROOF LEVELTYPE III-A CONSTRUCTIONTYPE I-A CONSTRUCTION ROOF / CEILINGTYPICALROOF DECK1 HR1 HR9/AD-218/AD-2122/AD-22ROOF / CEILINGCONCRETE SLAB1-1/2 HR13/AD-21ROOF / CEILINGTYP. STEEL COLUMNTYP. STEEL BEAMTYP. WOOD COLUMNTYP. WOOD BEAM1 HR1 HR1 HR1 HR19/AD-28PRIMARY STUCTURAL FRAME-(SEE STRL FOR LOCATIONS)TYP. STEEL COLUMNTYP. STEEL BEAMTYP. WOOD COLUMNTYP. WOOD BEAM1 HR1 HR1 HR1 HR19/AD-2811/AD-2812/AD-2912/AD-29DESCRIPTIONFIRERATINGDETAILREFERENCE(S)28AD-22AAAAAA06-21-23 RWSPLVELECELEC LVELECLVELECLVLVELECLVELECLVELECLVELECLVELECLVELECSTAIR A4STAIR A3LVELECLVELECLV ELECDN DNLVELEC FECFECFECSP150'150'**2AD-255AD-55.1TYP.CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING A SEVENTHFLOOR FIREPROTECTION PLANSA0-17SCALE:13/32"=1'-0"BUILDING A - LEVEL 7 FIRE PROTECTION PLANSDESCRIPTIONTYPE III-A ASSEMBLIESFLOOR / CEILING - FRAMEDTYP. INTERIORINTERIOR CORRIDOREXTERIOR CORRIDORPRIVATE BALCONYFIRERATINGDETAILREFERENCE(S)1 HR1 HR1 HR0 HR1/AD-213/AD-212/AD-214/AD-21FIRE BARRIERSSHAFT ENCLOSUREGREASE SHAFT ENCLOSUREOCCUPANCY SEPARATION (R-2/A-3/B)CHUTE ACCESS ROOM AT CORRIDORCHUTE ACCESS ROOM AT UNITELECTRICAL ROOM, MPOE2 HR3 HR1 HR2 HR2 HR2 HR8/AD-22.117/AD-2625/AD-225/AD-227/AD-225/AD-22FIRE PARTITIONSCORRIDOR TO UNITUNIT TO UNITCORRIDOR TO NON-UNIT1 HR1 HR1 HR12/AD-22.1, 20/AD-22.14/AD-22.11/AD-22NONBEARING WALLS & PARTITIONSEXTERIOR PARTITIONEXTERIOR PARTITION OR FURRINGINTERIOR PARTITION OR FURRINGINTERIOR PLUMBING1 HR0 HR0 HR0 HR1/AD-249/AD-241/AD-22 SIM.8/AD-22BEARING WALLSEXTERIOR (TYPE III-A)INTERIOR2 HR1 HR20/AD-24.11/AD-22FIRE WALLS3 HOUR2 HOUR3 HR2 HR1/AD-251/AD-23PRIMARY STRUCTURAL FRAME -(SEE STRL FOR LOCATIONS)STEEL COLUMNSTEEL BEAMWOOD COLUMNWOOD BEAM2 HR2 HR2 HR2 HR20/AD-284/AD-2912/AD-2912/AD-29LEGENDDESCRIPTIONTYPE I-A ASSEMBLIESFLOOR / CEILING - CONCRETE SLABCONCRETE SLAB ON GRADEFLOOR / CEILING - 2ND LEVEL SLABSUSPENDED CONCRETE SLABFLOOR / CEILING - CONCRETE PODIUM SLABTYP.INTERIORTYP.EXTERIOR @ COURTYARDTYP.EXTERIOR @ PRIVATE DECKSTYP. EXTERIOR SHELF(NON-OCCUPIABLE SPACE)FIRERATINGDETAILREFERENCE(S)0 HRSEE STRUCTURALFIRE BARRIERSHAFT ENCLOSURE (SINGLE WALL)SHAFT ENCLOSURE (DOUBLE WALL)SHAFT WALL (NON-LOAD BEARING)OCCUPANCY SEPARATIONCHUTE ACCESS/TERMINATION ROOMMPOEGREASE SHAFT ENCLOSURE2 HR2 HR2 HR1 HR2 HR2 HR3 HR13/AD-2215/AD-2214/AD-2216/AD-2618/AD-2313/AD-224/AD-26FIRE PARTITIONCORRIDOR TO UNITUNIT TO UNIT1 HR1 HR10/AD-22, 24/AD-2211/AD-22NON-BEARING WALLS & PARTITIONSEXTERIOR GARAGE (CMU)EXTERIOR & INTERIOREXTERIOR PARTITION OR FURRINGINTERIOR PARTITION OR FURRINGINTERIOR PLUMBING3 HR1 HR0 HR0 HR0 HR18/AD-2310/AD-223/AD-24, 7/AD-2414/AD-2612/AD-22BEARING WALLSEXTERIOR & INTERIOR3 HR22/AD-22PRIMARY STRUCTURAL FRAME -(SEE STRL FOR LOCATIONS)TYP. CONCRETE COLUMN3 HRSYMBOL LEGENDSYMBOL LEGEND3 HR3 HR3 HR3 HR17/AD-2117/AD-2117/AD-2117/AD-212 HR13/AD-21BUILDING ENTRANCE150' HOSE PULLSTANDPIPE IN INTERIOR EXIT STAIRWAYXXACTUAL HOSE PULL FROM STANDPIPEOR FIRE HYDRANTSTANDPIPE OR IN WALL WITH 2-HRENCLOSURE WITH ACCESS PANEL - CLASS I*F.E.C.FIRE EXTINGUISHER CABINET - SURFACE MOUNTED.PAINT CAB TO MATCH ADJACENT WALL FINISH.F.E.C.FIRE EXTINGUISHER CABINET - SEMI-RECESSED. PAINTCAB TO MATCH ADJACENT WALL FINISH.1.REFER TO FIRE MASTER PLAN FOR ADDITIONAL INFORMATION.2.NON-SEPARATED OCCUPANCIES OCCUR IN TYPE IA PER CBC SECTION 508.33.REFER TO ENLARGED UNIT PLANS FOR BATHROOM AND KITCHEN EXHAUST RATED SHAFT DETAILS.4.REFER TO FIRE ASSEMBLY PENETRATION KEY PLAN ON SHEET AD-20 FOR ALL FIRE-RESISTANCE RATED PENETRATIONS DETAILS AND THEIR LOCATIONS.5.PER CBC 703.7 WHERE THERE IS AN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING, OR ATTIC SPACE, FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS,SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELYAND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING IN THE CONCEALED SPACE. SUCH IDENTIFICATION SHALL:1. BE LOCATED WITHIN 15 FT OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FT MEASURED HORIZONTALLY ALONG THE WALL ORPARTITION.2. INCLUDE LETTERING NOT LESS THAN 3 INCHES IN HEIGHT WITH A MINIMUM 3/8-INCH STROKE IN A CONTRASTING COLOR INCORPORATING THESUGGESTED WORDING, "FIRE AND/OR SMOKE BARRIER-PROTECT ALL OPENINGS," OR OTHER WORDING.6.PER CBC SECTION 718.2.2, PROVIDE FIRE BLOCKING IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AT THE CEILINGAND FLOOR LEVEL AND AT 10 FT. INTERVALS BOTH VERTICAL AND HORIZONTAL.7.IN COMBUSTIBLE CONSTRUCTION, FIRE BLOCKING SHALL BE INSTALLED TO CUT OFF CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) ANDSHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A TOP STORY AND A ROOF OR ATTIC SPACE. FIRE BLOCKING SHALL BE INSTALLED IN THELOCATIONS SPECIFIED IN CBC SECTIONS 718.2.2 THROUGH 718.2.7.8.FIRE BLOCKING SHALL BE INSTALLED WITHIN CONCEALED SPACES OF EXTERIOR WALL FINISH AND OTHER EXTERIOR ARCHITECTURAL ELEMENTS WHEREPERMITTED TO BE OF COMBUSTIBLE CONSTRUCTION AS SPECIFIED IN SECTION 1406 OR WHERE ERECTED WITH COMBUSTIBLE FRAMES AT MAX INTERVALSOF 20' SO THAT THERE WILL BE NO OPEN SPACE EXCEEDING 100 SF. WHERE WOOD FURRING STRIPS ARE USED THEY SHALL BE OF APPROVED WOOD OFNATURAL DECAY RESISTANCE OR PRESERVATIVE-TREATED WOOD. IF NON-CONTINUOUS SUCH E,ELEMENTS SHALL HAVE CLOSED ENDS WITH AT LEAST 4" OFSEPARATION BETWEEN SECTIONS.9.CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINE CABINETS.10.EXHAUST FANS FROM THE BATHROOM MUST ENTER THROUGH THE WALL. DAMPERS ARE REQUIRED IF THE CEILING IS PENETRATED. (CBC 717.6.1)11.PLUMBING PENETRATION THROUGH HORIZONTAL OCCUPANCY SEPARATIONS SHALL BE BOXED OUT AND FILLED WITH AN APPROVED MATERIAL. INSULATIONIS NOT APPROVED. (CBC 714.5.1)12.PENETRATION OF THE 1 HOUR CEILING BY DUCTS FROM THE FAU AND THE STOVE HOOD REQUIRE DAMPERS. ATTIC UNITS (INCLUDING HEAT PUMPS)REQUIRE DAMPERS AT ALL CEILING PENETRATIONS (CBC 717.6.1)13.STEEL BEAMS AND COLUMNS SHALL BE PROTECTED AS REQUIRED FOR 1-HOUR PROTECTION. WHERE CEILING FORMS PROTECTIVE MEMBRANE FORFIRE-RESISTIVE ASSEMBLIES, THE CONSTRUCTION AND THEIR SUPPORTING HORIZONTAL STRUCTURAL MEMBERS NEED NOT BE INDIVIDUALLY FIREPROTECTED EXCEPT WHERE SUCH MEMBERS SUPPORT DIRECTLY APPLIED LOADS FROM MORE THAN ONE FLOOR OR FLOOR AND A ROOF. THE REQUIREDFIRE RESISTANCE SHALL NOT BE LESS THAN THAT REQUIRED FOR INDIVIDUAL PROTECTION OF MEMBERS. (CBC 704.3).14.RECESSED LIGHT FIXTURES MUST BE BOXED AROUND WITH 58" TYPE 'X' GYP BD TO MAINTAIN THE 1-HOUR CEILING ASSEMBLY. SEE DETAIL 10/AD-21.15.CONFIRM ALL BEARING WALL LOCATIONS WITH STRUCTURAL PLANS.FIRE PROTECTION NOTESPARTIAL SECTION1 HR ROOF / CLG ASSEMBLY2 HR CONCRETEFLOOR / CLG ASSEMBLY3 HR CONCRETEFLOOR / CLG ASSEMBLY1 HR FLOOR / CLG ASSEMBLY4TH FLOOR5TH FLOOR6TH FLOOR1ST FLOOR2ND FLOOR3RD FLOOR7TH FLOORROOF LEVELTYPE III-A CONSTRUCTIONTYPE I-A CONSTRUCTION ROOF / CEILINGTYPICALROOF DECK1 HR1 HR9/AD-218/AD-2122/AD-22ROOF / CEILINGCONCRETE SLAB1-1/2 HR13/AD-21ROOF / CEILINGTYP. STEEL COLUMNTYP. STEEL BEAMTYP. WOOD COLUMNTYP. WOOD BEAM1 HR1 HR1 HR1 HR19/AD-28PRIMARY STUCTURAL FRAME-(SEE STRL FOR LOCATIONS)TYP. STEEL COLUMNTYP. STEEL BEAMTYP. WOOD COLUMNTYP. WOOD BEAM1 HR1 HR1 HR1 HR19/AD-2811/AD-2812/AD-2912/AD-29DESCRIPTIONFIRERATINGDETAILREFERENCE(S)28AD-22AAAAAAA06-21-23 SPSPFECFECFECFEC ELECLVELECLV ELECLVELECLV LV ELECLVELECLVELECELEC LVLVELECLVELECLVELECLVELECUPUPUPUPRWUP 5%UP 5%VANUP 5%UP 2%GPARCELñ ññ ññññ ñññññFEC FECFECUSPSUP 3% 3.5%4.0%ELECTRICALROOMSTAIR B1STAIR B2STAIR B3STAIR B4ELEV. B1ELEV. B2ELECLVUPDN 6.5%UPDNUPUPDN 6.07%UPGGDN 8% DN 4.67%ELEC LVDN 4.67%DN 4.67%DN 4.67%UP**150'136'150'F.E.C.F.E.C.F.E.C.2AD-2512AD-3312AD-3320AD-3310AD-3310AD-332AD-25150'150'150'114'5AD-55.1TYP.CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING B FIRSTFLOOR FIREPROTECTION PLANA0-21SCALE:13/32"=1'-0"BUILDING B - LEVEL 1 FIRE PROTECTION PLANDESCRIPTIONTYPE III-A ASSEMBLIESFLOOR / CEILING - FRAMEDTYP. INTERIORINTERIOR CORRIDOREXTERIOR CORRIDORPRIVATE BALCONYFIRERATINGDETAILREFERENCE(S)1 HR1 HR1 HR0 HR1/AD-213/AD-212/AD-214/AD-21FIRE BARRIERSSHAFT ENCLOSUREGREASE SHAFT ENCLOSUREOCCUPANCY SEPARATION (R-2/A-3/B)CHUTE ACCESS ROOM AT CORRIDORCHUTE ACCESS ROOM AT UNITELECTRICAL ROOM, MPOE2 HR3 HR1 HR2 HR2 HR2 HR8/AD-22.117/AD-2625/AD-225/AD-227/AD-225/AD-22FIRE PARTITIONSCORRIDOR TO UNITUNIT TO UNITCORRIDOR TO NON-UNIT1 HR1 HR1 HR12/AD-22.1, 20/AD-22.14/AD-22.11/AD-22NONBEARING WALLS & PARTITIONSEXTERIOR PARTITIONEXTERIOR PARTITION OR FURRINGINTERIOR PARTITION OR FURRINGINTERIOR PLUMBING1 HR0 HR0 HR0 HR1/AD-249/AD-241/AD-22 SIM.8/AD-22BEARING WALLSEXTERIOR (TYPE III-A)INTERIOR2 HR1 HR20/AD-24.11/AD-22FIRE WALLS3 HOUR2 HOUR3 HR2 HR1/AD-251/AD-23PRIMARY STRUCTURAL FRAME -(SEE STRL FOR LOCATIONS)STEEL COLUMNSTEEL BEAMWOOD COLUMNWOOD BEAM2 HR2 HR2 HR2 HR20/AD-284/AD-2912/AD-2912/AD-29LEGENDDESCRIPTIONTYPE I-A ASSEMBLIESFLOOR / CEILING - CONCRETE SLABCONCRETE SLAB ON GRADEFLOOR / CEILING - 2ND LEVEL SLABSUSPENDED CONCRETE SLABFLOOR / CEILING - CONCRETE PODIUM SLABTYP.INTERIORTYP.EXTERIOR @ COURTYARDTYP.EXTERIOR @ PRIVATE DECKSTYP. EXTERIOR SHELF(NON-OCCUPIABLE SPACE)FIRERATINGDETAILREFERENCE(S)0 HRSEE STRUCTURALFIRE BARRIERSHAFT ENCLOSURE (SINGLE WALL)SHAFT ENCLOSURE (DOUBLE WALL)SHAFT WALL (NON-LOAD BEARING)OCCUPANCY SEPARATIONCHUTE ACCESS/TERMINATION ROOMMPOEGREASE SHAFT ENCLOSURE2 HR2 HR2 HR1 HR2 HR2 HR3 HR13/AD-2215/AD-2214/AD-2216/AD-2618/AD-2313/AD-224/AD-26FIRE PARTITIONCORRIDOR TO UNITUNIT TO UNIT1 HR1 HR10/AD-22, 24/AD-2211/AD-22NON-BEARING WALLS & PARTITIONSEXTERIOR GARAGE (CMU)EXTERIOR & INTERIOREXTERIOR PARTITION OR FURRINGINTERIOR PARTITION OR FURRINGINTERIOR PLUMBING3 HR1 HR0 HR0 HR0 HR18/AD-2310/AD-223/AD-24, 7/AD-2414/AD-2612/AD-22BEARING WALLSEXTERIOR & INTERIOR3 HR22/AD-22PRIMARY STRUCTURAL FRAME -(SEE STRL FOR LOCATIONS)TYP. CONCRETE COLUMN3 HRSYMBOL LEGENDSYMBOL LEGEND3 HR3 HR3 HR3 HR17/AD-2117/AD-2117/AD-2117/AD-212 HR13/AD-21BUILDING ENTRANCE150' HOSE PULLSTANDPIPE IN INTERIOR EXIT STAIRWAYXXACTUAL HOSE PULL FROM STANDPIPEOR FIRE HYDRANTSTANDPIPE OR IN WALL WITH 2-HRENCLOSURE WITH ACCESS PANEL - CLASS I*F.E.C.FIRE EXTINGUISHER CABINET - SURFACE MOUNTED.PAINT CAB TO MATCH ADJACENT WALL FINISH.F.E.C.FIRE EXTINGUISHER CABINET - SEMI-RECESSED. PAINTCAB TO MATCH ADJACENT WALL FINISH.1.REFER TO FIRE MASTER PLAN FOR ADDITIONAL INFORMATION.2.NON-SEPARATED OCCUPANCIES OCCUR IN TYPE IA PER CBC SECTION 508.33.REFER TO ENLARGED UNIT PLANS FOR BATHROOM AND KITCHEN EXHAUST RATED SHAFT DETAILS.4.REFER TO FIRE ASSEMBLY PENETRATION KEY PLAN ON SHEET AD-20 FOR ALL FIRE-RESISTANCE RATED PENETRATIONS DETAILS AND THEIR LOCATIONS.5.PER CBC 703.7 WHERE THERE IS AN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING, OR ATTIC SPACE, FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS,SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELYAND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING IN THE CONCEALED SPACE. SUCH IDENTIFICATION SHALL:1. BE LOCATED WITHIN 15 FT OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FT MEASURED HORIZONTALLY ALONG THE WALL ORPARTITION.2. INCLUDE LETTERING NOT LESS THAN 3 INCHES IN HEIGHT WITH A MINIMUM 3/8-INCH STROKE IN A CONTRASTING COLOR INCORPORATING THESUGGESTED WORDING, "FIRE AND/OR SMOKE BARRIER-PROTECT ALL OPENINGS," OR OTHER WORDING.6.PER CBC SECTION 718.2.2, PROVIDE FIRE BLOCKING IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AT THE CEILINGAND FLOOR LEVEL AND AT 10 FT. INTERVALS BOTH VERTICAL AND HORIZONTAL.7.IN COMBUSTIBLE CONSTRUCTION, FIRE BLOCKING SHALL BE INSTALLED TO CUT OFF CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) ANDSHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A TOP STORY AND A ROOF OR ATTIC SPACE. FIRE BLOCKING SHALL BE INSTALLED IN THELOCATIONS SPECIFIED IN CBC SECTIONS 718.2.2 THROUGH 718.2.7.8.FIRE BLOCKING SHALL BE INSTALLED WITHIN CONCEALED SPACES OF EXTERIOR WALL FINISH AND OTHER EXTERIOR ARCHITECTURAL ELEMENTS WHEREPERMITTED TO BE OF COMBUSTIBLE CONSTRUCTION AS SPECIFIED IN SECTION 1406 OR WHERE ERECTED WITH COMBUSTIBLE FRAMES AT MAX INTERVALSOF 20' SO THAT THERE WILL BE NO OPEN SPACE EXCEEDING 100 SF. WHERE WOOD FURRING STRIPS ARE USED THEY SHALL BE OF APPROVED WOOD OFNATURAL DECAY RESISTANCE OR PRESERVATIVE-TREATED WOOD. IF NON-CONTINUOUS SUCH E,ELEMENTS SHALL HAVE CLOSED ENDS WITH AT LEAST 4" OFSEPARATION BETWEEN SECTIONS.9.CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINE CABINETS.10.EXHAUST FANS FROM THE BATHROOM MUST ENTER THROUGH THE WALL. DAMPERS ARE REQUIRED IF THE CEILING IS PENETRATED. (CBC 717.6.1)11.PLUMBING PENETRATION THROUGH HORIZONTAL OCCUPANCY SEPARATIONS SHALL BE BOXED OUT AND FILLED WITH AN APPROVED MATERIAL. INSULATIONIS NOT APPROVED. (CBC 714.5.1)12.PENETRATION OF THE 1 HOUR CEILING BY DUCTS FROM THE FAU AND THE STOVE HOOD REQUIRE DAMPERS. ATTIC UNITS (INCLUDING HEAT PUMPS)REQUIRE DAMPERS AT ALL CEILING PENETRATIONS (CBC 717.6.1)13.STEEL BEAMS AND COLUMNS SHALL BE PROTECTED AS REQUIRED FOR 1-HOUR PROTECTION. WHERE CEILING FORMS PROTECTIVE MEMBRANE FORFIRE-RESISTIVE ASSEMBLIES, THE CONSTRUCTION AND THEIR SUPPORTING HORIZONTAL STRUCTURAL MEMBERS NEED NOT BE INDIVIDUALLY FIREPROTECTED EXCEPT WHERE SUCH MEMBERS SUPPORT DIRECTLY APPLIED LOADS FROM MORE THAN ONE FLOOR OR FLOOR AND A ROOF. THE REQUIREDFIRE RESISTANCE SHALL NOT BE LESS THAN THAT REQUIRED FOR INDIVIDUAL PROTECTION OF MEMBERS. (CBC 704.3).14.RECESSED LIGHT FIXTURES MUST BE BOXED AROUND WITH 58" TYPE 'X' GYP BD TO MAINTAIN THE 1-HOUR CEILING ASSEMBLY. SEE DETAIL 10/AD-21.15.CONFIRM ALL BEARING WALL LOCATIONS WITH STRUCTURAL PLANS.FIRE PROTECTION NOTESPARTIAL SECTION4TH FLOOR5TH FLOOR1ST FLOOR2ND FLOOR3RD FLOORROOF LEVEL1 HR ROOF / CLG ASSEMBLY1 HR FLOOR / CLG ASSEMBLYROOF / CEILINGTYPICALROOF DECK1 HR1 HR9/AD-218/AD-2122/AD-22ROOF / CEILINGCONCRETE SLAB1-1/2 HR13/AD-21ROOF / CEILINGTYP. STEEL COLUMNTYP. STEEL BEAMTYP. WOOD COLUMNTYP. WOOD BEAM1 HR1 HR1 HR1 HR19/AD-28PRIMARY STUCTURAL FRAME-(SEE STRL FOR LOCATIONS)TYP. STEEL COLUMNTYP. STEEL BEAMTYP. WOOD COLUMNTYP. WOOD BEAM1 HR1 HR1 HR1 HR19/AD-2811/AD-2812/AD-2912/AD-29DESCRIPTIONFIRERATINGDETAILREFERENCE(S)28AD-22AAAAAAA06-21-23 SPSPFECFECFECFEC ELECLVELECLV ELECLVELECLV LV ELECLVELECLVELECELEC LVLVELECLVELECRW G UP 5%RAMP UP93' (RUN) (5% SLOPE) = 4.65' (RISE)UP 3.5%DN 5%OPEN TO BELOWVANUP 5%UPDNUPEVEVEVEVEV EV EVEVñ ññ ññññ ññññ ñFEC FECFECFECEVEVEVEV EV EVEVEVEVEVEVEVEVELECLVLVELECLVELECSTAIR B1STAIR B2STAIR B3STAIR B4ELEV. B1ELEV. B2UPDNLV ELEC UPUPDNDNUP150'**150'150'150'150'F.E.C.F.E.C.F.E.C.2AD-2512AD-3312AD-3320AD-3310AD-3311AD-332AD-255AD-55.1TYP.CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING B SECONDFLOOR FIREPROTECTION PLANA0-22SCALE:13/32"=1'-0"BUILDING B - LEVEL 2 FIRE PROTECTION PLANDESCRIPTIONTYPE III-A ASSEMBLIESFLOOR / CEILING - FRAMEDTYP. INTERIORINTERIOR CORRIDOREXTERIOR CORRIDORPRIVATE BALCONYFIRERATINGDETAILREFERENCE(S)1 HR1 HR1 HR0 HR1/AD-213/AD-212/AD-214/AD-21FIRE BARRIERSSHAFT ENCLOSUREGREASE SHAFT ENCLOSUREOCCUPANCY SEPARATION (R-2/A-3/B)CHUTE ACCESS ROOM AT CORRIDORCHUTE ACCESS ROOM AT UNITELECTRICAL ROOM, MPOE2 HR3 HR1 HR2 HR2 HR2 HR8/AD-22.117/AD-2625/AD-225/AD-227/AD-225/AD-22FIRE PARTITIONSCORRIDOR TO UNITUNIT TO UNITCORRIDOR TO NON-UNIT1 HR1 HR1 HR12/AD-22.1, 20/AD-22.14/AD-22.11/AD-22NONBEARING WALLS & PARTITIONSEXTERIOR PARTITIONEXTERIOR PARTITION OR FURRINGINTERIOR PARTITION OR FURRINGINTERIOR PLUMBING1 HR0 HR0 HR0 HR1/AD-249/AD-241/AD-22 SIM.8/AD-22BEARING WALLSEXTERIOR (TYPE III-A)INTERIOR2 HR1 HR20/AD-24.11/AD-22FIRE WALLS3 HOUR2 HOUR3 HR2 HR1/AD-251/AD-23PRIMARY STRUCTURAL FRAME -(SEE STRL FOR LOCATIONS)STEEL COLUMNSTEEL BEAMWOOD COLUMNWOOD BEAM2 HR2 HR2 HR2 HR20/AD-284/AD-2912/AD-2912/AD-29LEGENDDESCRIPTIONTYPE I-A ASSEMBLIESFLOOR / CEILING - CONCRETE SLABCONCRETE SLAB ON GRADEFLOOR / CEILING - 2ND LEVEL SLABSUSPENDED CONCRETE SLABFLOOR / CEILING - CONCRETE PODIUM SLABTYP.INTERIORTYP.EXTERIOR @ COURTYARDTYP.EXTERIOR @ PRIVATE DECKSTYP. EXTERIOR SHELF(NON-OCCUPIABLE SPACE)FIRERATINGDETAILREFERENCE(S)0 HRSEE STRUCTURALFIRE BARRIERSHAFT ENCLOSURE (SINGLE WALL)SHAFT ENCLOSURE (DOUBLE WALL)SHAFT WALL (NON-LOAD BEARING)OCCUPANCY SEPARATIONCHUTE ACCESS/TERMINATION ROOMMPOEGREASE SHAFT ENCLOSURE2 HR2 HR2 HR1 HR2 HR2 HR3 HR13/AD-2215/AD-2214/AD-2216/AD-2618/AD-2313/AD-224/AD-26FIRE PARTITIONCORRIDOR TO UNITUNIT TO UNIT1 HR1 HR10/AD-22, 24/AD-2211/AD-22NON-BEARING WALLS & PARTITIONSEXTERIOR GARAGE (CMU)EXTERIOR & INTERIOREXTERIOR PARTITION OR FURRINGINTERIOR PARTITION OR FURRINGINTERIOR PLUMBING3 HR1 HR0 HR0 HR0 HR18/AD-2310/AD-223/AD-24, 7/AD-2414/AD-2612/AD-22BEARING WALLSEXTERIOR & INTERIOR3 HR22/AD-22PRIMARY STRUCTURAL FRAME -(SEE STRL FOR LOCATIONS)TYP. CONCRETE COLUMN3 HRSYMBOL LEGENDSYMBOL LEGEND3 HR3 HR3 HR3 HR17/AD-2117/AD-2117/AD-2117/AD-212 HR13/AD-21BUILDING ENTRANCE150' HOSE PULLSTANDPIPE IN INTERIOR EXIT STAIRWAYXXACTUAL HOSE PULL FROM STANDPIPEOR FIRE HYDRANTSTANDPIPE OR IN WALL WITH 2-HRENCLOSURE WITH ACCESS PANEL - CLASS I*F.E.C.FIRE EXTINGUISHER CABINET - SURFACE MOUNTED.PAINT CAB TO MATCH ADJACENT WALL FINISH.F.E.C.FIRE EXTINGUISHER CABINET - SEMI-RECESSED. PAINTCAB TO MATCH ADJACENT WALL FINISH.1.REFER TO FIRE MASTER PLAN FOR ADDITIONAL INFORMATION.2.NON-SEPARATED OCCUPANCIES OCCUR IN TYPE IA PER CBC SECTION 508.33.REFER TO ENLARGED UNIT PLANS FOR BATHROOM AND KITCHEN EXHAUST RATED SHAFT DETAILS.4.REFER TO FIRE ASSEMBLY PENETRATION KEY PLAN ON SHEET AD-20 FOR ALL FIRE-RESISTANCE RATED PENETRATIONS DETAILS AND THEIR LOCATIONS.5.PER CBC 703.7 WHERE THERE IS AN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING, OR ATTIC SPACE, FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS,SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELYAND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING IN THE CONCEALED SPACE. SUCH IDENTIFICATION SHALL:1. BE LOCATED WITHIN 15 FT OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FT MEASURED HORIZONTALLY ALONG THE WALL ORPARTITION.2. INCLUDE LETTERING NOT LESS THAN 3 INCHES IN HEIGHT WITH A MINIMUM 3/8-INCH STROKE IN A CONTRASTING COLOR INCORPORATING THESUGGESTED WORDING, "FIRE AND/OR SMOKE BARRIER-PROTECT ALL OPENINGS," OR OTHER WORDING.6.PER CBC SECTION 718.2.2, PROVIDE FIRE BLOCKING IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AT THE CEILINGAND FLOOR LEVEL AND AT 10 FT. INTERVALS BOTH VERTICAL AND HORIZONTAL.7.IN COMBUSTIBLE CONSTRUCTION, FIRE BLOCKING SHALL BE INSTALLED TO CUT OFF CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) ANDSHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A TOP STORY AND A ROOF OR ATTIC SPACE. FIRE BLOCKING SHALL BE INSTALLED IN THELOCATIONS SPECIFIED IN CBC SECTIONS 718.2.2 THROUGH 718.2.7.8.FIRE BLOCKING SHALL BE INSTALLED WITHIN CONCEALED SPACES OF EXTERIOR WALL FINISH AND OTHER EXTERIOR ARCHITECTURAL ELEMENTS WHEREPERMITTED TO BE OF COMBUSTIBLE CONSTRUCTION AS SPECIFIED IN SECTION 1406 OR WHERE ERECTED WITH COMBUSTIBLE FRAMES AT MAX INTERVALSOF 20' SO THAT THERE WILL BE NO OPEN SPACE EXCEEDING 100 SF. WHERE WOOD FURRING STRIPS ARE USED THEY SHALL BE OF APPROVED WOOD OFNATURAL DECAY RESISTANCE OR PRESERVATIVE-TREATED WOOD. IF NON-CONTINUOUS SUCH E,ELEMENTS SHALL HAVE CLOSED ENDS WITH AT LEAST 4" OFSEPARATION BETWEEN SECTIONS.9.CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINE CABINETS.10.EXHAUST FANS FROM THE BATHROOM MUST ENTER THROUGH THE WALL. DAMPERS ARE REQUIRED IF THE CEILING IS PENETRATED. (CBC 717.6.1)11.PLUMBING PENETRATION THROUGH HORIZONTAL OCCUPANCY SEPARATIONS SHALL BE BOXED OUT AND FILLED WITH AN APPROVED MATERIAL. INSULATIONIS NOT APPROVED. (CBC 714.5.1)12.PENETRATION OF THE 1 HOUR CEILING BY DUCTS FROM THE FAU AND THE STOVE HOOD REQUIRE DAMPERS. ATTIC UNITS (INCLUDING HEAT PUMPS)REQUIRE DAMPERS AT ALL CEILING PENETRATIONS (CBC 717.6.1)13.STEEL BEAMS AND COLUMNS SHALL BE PROTECTED AS REQUIRED FOR 1-HOUR PROTECTION. WHERE CEILING FORMS PROTECTIVE MEMBRANE FORFIRE-RESISTIVE ASSEMBLIES, THE CONSTRUCTION AND THEIR SUPPORTING HORIZONTAL STRUCTURAL MEMBERS NEED NOT BE INDIVIDUALLY FIREPROTECTED EXCEPT WHERE SUCH MEMBERS SUPPORT DIRECTLY APPLIED LOADS FROM MORE THAN ONE FLOOR OR FLOOR AND A ROOF. THE REQUIREDFIRE RESISTANCE SHALL NOT BE LESS THAN THAT REQUIRED FOR INDIVIDUAL PROTECTION OF MEMBERS. (CBC 704.3).14.RECESSED LIGHT FIXTURES MUST BE BOXED AROUND WITH 58" TYPE 'X' GYP BD TO MAINTAIN THE 1-HOUR CEILING ASSEMBLY. SEE DETAIL 10/AD-21.15.CONFIRM ALL BEARING WALL LOCATIONS WITH STRUCTURAL PLANS.FIRE PROTECTION NOTESPARTIAL SECTION4TH FLOOR5TH FLOOR1ST FLOOR2ND FLOOR3RD FLOORROOF LEVEL1 HR ROOF / CLG ASSEMBLY1 HR FLOOR / CLG ASSEMBLYROOF / CEILINGTYPICALROOF DECK1 HR1 HR9/AD-218/AD-2122/AD-22ROOF / CEILINGCONCRETE SLAB1-1/2 HR13/AD-21ROOF / CEILINGTYP. STEEL COLUMNTYP. STEEL BEAMTYP. WOOD COLUMNTYP. WOOD BEAM1 HR1 HR1 HR1 HR19/AD-28PRIMARY STUCTURAL FRAME-(SEE STRL FOR LOCATIONS)TYP. STEEL COLUMNTYP. STEEL BEAMTYP. WOOD COLUMNTYP. WOOD BEAM1 HR1 HR1 HR1 HR19/AD-2811/AD-2812/AD-2912/AD-29DESCRIPTIONFIRERATINGDETAILREFERENCE(S)28AD-22AAAAAA06-21-23 SPSPFECFECFECFEC ELECLVELECLV ELECLVELECLV LV ELECLVELECLVELECLV ELEC ELEC LVLVELECLVELECRW G UP 5%UP 5%UP 3.5%DN 5%UPDNUPEVEVñ ññ ññññ ññññ ñFEC FECFECFECEVEVEVEVEV EV EVEV EV EVEVEVEVEVEVEVEVEVELECLVLVELECLVELECSTAIR B1STAIR B2STAIR B3STAIR B4ELEV. B1ELEV. B2UPDNDNUPUPUPDN150'150'**150'150'150'F.E.C.F.E.C.F.E.C.F.E.C.2AD-2512AD-3312AD-3320AD-3310AD-3311AD-332AD-2510 & 11AD-335AD-55.1TYP.CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING B THIRDFLOOR FIREPROTECTION PLANA0-23SCALE:13/32"=1'-0"BUILDING B - LEVEL 3 FIRE PROTECTION PLANDESCRIPTIONTYPE III-A ASSEMBLIESFLOOR / CEILING - FRAMEDTYP. INTERIORINTERIOR CORRIDOREXTERIOR CORRIDORPRIVATE BALCONYFIRERATINGDETAILREFERENCE(S)1 HR1 HR1 HR0 HR1/AD-213/AD-212/AD-214/AD-21FIRE BARRIERSSHAFT ENCLOSUREGREASE SHAFT ENCLOSUREOCCUPANCY SEPARATION (R-2/A-3/B)CHUTE ACCESS ROOM AT CORRIDORCHUTE ACCESS ROOM AT UNITELECTRICAL ROOM, MPOE2 HR3 HR1 HR2 HR2 HR2 HR8/AD-22.117/AD-2625/AD-225/AD-227/AD-225/AD-22FIRE PARTITIONSCORRIDOR TO UNITUNIT TO UNITCORRIDOR TO NON-UNIT1 HR1 HR1 HR12/AD-22.1, 20/AD-22.14/AD-22.11/AD-22NONBEARING WALLS & PARTITIONSEXTERIOR PARTITIONEXTERIOR PARTITION OR FURRINGINTERIOR PARTITION OR FURRINGINTERIOR PLUMBING1 HR0 HR0 HR0 HR1/AD-249/AD-241/AD-22 SIM.8/AD-22BEARING WALLSEXTERIOR (TYPE III-A)INTERIOR2 HR1 HR20/AD-24.11/AD-22FIRE WALLS3 HOUR2 HOUR3 HR2 HR1/AD-251/AD-23PRIMARY STRUCTURAL FRAME -(SEE STRL FOR LOCATIONS)STEEL COLUMNSTEEL BEAMWOOD COLUMNWOOD BEAM2 HR2 HR2 HR2 HR20/AD-284/AD-2912/AD-2912/AD-29LEGENDDESCRIPTIONTYPE I-A ASSEMBLIESFLOOR / CEILING - CONCRETE SLABCONCRETE SLAB ON GRADEFLOOR / CEILING - 2ND LEVEL SLABSUSPENDED CONCRETE SLABFLOOR / CEILING - CONCRETE PODIUM SLABTYP.INTERIORTYP.EXTERIOR @ COURTYARDTYP.EXTERIOR @ PRIVATE DECKSTYP. EXTERIOR SHELF(NON-OCCUPIABLE SPACE)FIRERATINGDETAILREFERENCE(S)0 HRSEE STRUCTURALFIRE BARRIERSHAFT ENCLOSURE (SINGLE WALL)SHAFT ENCLOSURE (DOUBLE WALL)SHAFT WALL (NON-LOAD BEARING)OCCUPANCY SEPARATIONCHUTE ACCESS/TERMINATION ROOMMPOEGREASE SHAFT ENCLOSURE2 HR2 HR2 HR1 HR2 HR2 HR3 HR13/AD-2215/AD-2214/AD-2216/AD-2618/AD-2313/AD-224/AD-26FIRE PARTITIONCORRIDOR TO UNITUNIT TO UNIT1 HR1 HR10/AD-22, 24/AD-2211/AD-22NON-BEARING WALLS & PARTITIONSEXTERIOR GARAGE (CMU)EXTERIOR & INTERIOREXTERIOR PARTITION OR FURRINGINTERIOR PARTITION OR FURRINGINTERIOR PLUMBING3 HR1 HR0 HR0 HR0 HR18/AD-2310/AD-223/AD-24, 7/AD-2414/AD-2612/AD-22BEARING WALLSEXTERIOR & INTERIOR3 HR22/AD-22PRIMARY STRUCTURAL FRAME -(SEE STRL FOR LOCATIONS)TYP. CONCRETE COLUMN3 HRSYMBOL LEGENDSYMBOL LEGEND3 HR3 HR3 HR3 HR17/AD-2117/AD-2117/AD-2117/AD-212 HR13/AD-21BUILDING ENTRANCE150' HOSE PULLSTANDPIPE IN INTERIOR EXIT STAIRWAYXXACTUAL HOSE PULL FROM STANDPIPEOR FIRE HYDRANTSTANDPIPE OR IN WALL WITH 2-HRENCLOSURE WITH ACCESS PANEL - CLASS I*F.E.C.FIRE EXTINGUISHER CABINET - SURFACE MOUNTED.PAINT CAB TO MATCH ADJACENT WALL FINISH.F.E.C.FIRE EXTINGUISHER CABINET - SEMI-RECESSED. PAINTCAB TO MATCH ADJACENT WALL FINISH.1.REFER TO FIRE MASTER PLAN FOR ADDITIONAL INFORMATION.2.NON-SEPARATED OCCUPANCIES OCCUR IN TYPE IA PER CBC SECTION 508.33.REFER TO ENLARGED UNIT PLANS FOR BATHROOM AND KITCHEN EXHAUST RATED SHAFT DETAILS.4.REFER TO FIRE ASSEMBLY PENETRATION KEY PLAN ON SHEET AD-20 FOR ALL FIRE-RESISTANCE RATED PENETRATIONS DETAILS AND THEIR LOCATIONS.5.PER CBC 703.7 WHERE THERE IS AN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING, OR ATTIC SPACE, FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS,SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELYAND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING IN THE CONCEALED SPACE. SUCH IDENTIFICATION SHALL:1. BE LOCATED WITHIN 15 FT OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FT MEASURED HORIZONTALLY ALONG THE WALL ORPARTITION.2. INCLUDE LETTERING NOT LESS THAN 3 INCHES IN HEIGHT WITH A MINIMUM 3/8-INCH STROKE IN A CONTRASTING COLOR INCORPORATING THESUGGESTED WORDING, "FIRE AND/OR SMOKE BARRIER-PROTECT ALL OPENINGS," OR OTHER WORDING.6.PER CBC SECTION 718.2.2, PROVIDE FIRE BLOCKING IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AT THE CEILINGAND FLOOR LEVEL AND AT 10 FT. INTERVALS BOTH VERTICAL AND HORIZONTAL.7.IN COMBUSTIBLE CONSTRUCTION, FIRE BLOCKING SHALL BE INSTALLED TO CUT OFF CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) ANDSHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A TOP STORY AND A ROOF OR ATTIC SPACE. FIRE BLOCKING SHALL BE INSTALLED IN THELOCATIONS SPECIFIED IN CBC SECTIONS 718.2.2 THROUGH 718.2.7.8.FIRE BLOCKING SHALL BE INSTALLED WITHIN CONCEALED SPACES OF EXTERIOR WALL FINISH AND OTHER EXTERIOR ARCHITECTURAL ELEMENTS WHEREPERMITTED TO BE OF COMBUSTIBLE CONSTRUCTION AS SPECIFIED IN SECTION 1406 OR WHERE ERECTED WITH COMBUSTIBLE FRAMES AT MAX INTERVALSOF 20' SO THAT THERE WILL BE NO OPEN SPACE EXCEEDING 100 SF. WHERE WOOD FURRING STRIPS ARE USED THEY SHALL BE OF APPROVED WOOD OFNATURAL DECAY RESISTANCE OR PRESERVATIVE-TREATED WOOD. IF NON-CONTINUOUS SUCH E,ELEMENTS SHALL HAVE CLOSED ENDS WITH AT LEAST 4" OFSEPARATION BETWEEN SECTIONS.9.CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINE CABINETS.10.EXHAUST FANS FROM THE BATHROOM MUST ENTER THROUGH THE WALL. DAMPERS ARE REQUIRED IF THE CEILING IS PENETRATED. (CBC 717.6.1)11.PLUMBING PENETRATION THROUGH HORIZONTAL OCCUPANCY SEPARATIONS SHALL BE BOXED OUT AND FILLED WITH AN APPROVED MATERIAL. INSULATIONIS NOT APPROVED. (CBC 714.5.1)12.PENETRATION OF THE 1 HOUR CEILING BY DUCTS FROM THE FAU AND THE STOVE HOOD REQUIRE DAMPERS. ATTIC UNITS (INCLUDING HEAT PUMPS)REQUIRE DAMPERS AT ALL CEILING PENETRATIONS (CBC 717.6.1)13.STEEL BEAMS AND COLUMNS SHALL BE PROTECTED AS REQUIRED FOR 1-HOUR PROTECTION. WHERE CEILING FORMS PROTECTIVE MEMBRANE FORFIRE-RESISTIVE ASSEMBLIES, THE CONSTRUCTION AND THEIR SUPPORTING HORIZONTAL STRUCTURAL MEMBERS NEED NOT BE INDIVIDUALLY FIREPROTECTED EXCEPT WHERE SUCH MEMBERS SUPPORT DIRECTLY APPLIED LOADS FROM MORE THAN ONE FLOOR OR FLOOR AND A ROOF. THE REQUIREDFIRE RESISTANCE SHALL NOT BE LESS THAN THAT REQUIRED FOR INDIVIDUAL PROTECTION OF MEMBERS. (CBC 704.3).14.RECESSED LIGHT FIXTURES MUST BE BOXED AROUND WITH 58" TYPE 'X' GYP BD TO MAINTAIN THE 1-HOUR CEILING ASSEMBLY. SEE DETAIL 10/AD-21.15.CONFIRM ALL BEARING WALL LOCATIONS WITH STRUCTURAL PLANS.FIRE PROTECTION NOTESPARTIAL SECTION4TH FLOOR5TH FLOOR1ST FLOOR2ND FLOOR3RD FLOORROOF LEVEL1 HR ROOF / CLG ASSEMBLY1 HR FLOOR / CLG ASSEMBLYROOF / CEILINGTYPICALROOF DECK1 HR1 HR9/AD-218/AD-2122/AD-22ROOF / CEILINGCONCRETE SLAB1-1/2 HR13/AD-21ROOF / CEILINGTYP. STEEL COLUMNTYP. STEEL BEAMTYP. WOOD COLUMNTYP. WOOD BEAM1 HR1 HR1 HR1 HR19/AD-28PRIMARY STUCTURAL FRAME-(SEE STRL FOR LOCATIONS)TYP. STEEL COLUMNTYP. STEEL BEAMTYP. WOOD COLUMNTYP. WOOD BEAM1 HR1 HR1 HR1 HR19/AD-2811/AD-2812/AD-2912/AD-29DESCRIPTIONFIRERATINGDETAILREFERENCE(S)28AD-22AAAAAA06-21-23 SPSPFECFECFECFEC ELECLVELECLV ELECLVELECLV LV ELECLVELECLVELECLV ELEC ELEC LVLVELECLVELECELECLVLVELECLVELECSTAIR B1STAIR B2STAIR B3STAIR B4ELEV. B1ELEV. B2UPDNDNUPUPUPDNDNUPRW G RAMP UP93' (RUN) (5% SLOPE) = 4.65' (RISE)UP 3.5%DN 5%ñ ññ ññññññ ñFEC FEC150'**150'150'150'F.E.C.F.E.C.2AD-2512AD-3312AD-3320AD-3310AD-3311AD-332AD-254AD-33150'150'5AD-55.1TYP.CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA06-21-23ADDENDUM ABUILDING B FOURTHFLOOR FIREPROTECTION PLANA0-24SCALE:13/32"=1'-0"BUILDING B - LEVEL 4 FIRE PROTECTION PLANDESCRIPTIONTYPE III-A ASSEMBLIESFLOOR / CEILING - FRAMEDTYP. INTERIORINTERIOR CORRIDOREXTERIOR CORRIDORPRIVATE BALCONYFIRERATINGDETAILREFERENCE(S)1 HR1 HR1 HR0 HR1/AD-213/AD-212/AD-214/AD-21FIRE BARRIERSSHAFT ENCLOSUREGREASE SHAFT ENCLOSUREOCCUPANCY SEPARATION (R-2/A-3/B)CHUTE ACCESS ROOM AT CORRIDORCHUTE ACCESS ROOM AT UNITELECTRICAL ROOM, MPOE2 HR3 HR1 HR2 HR2 HR2 HR8/AD-22.117/AD-2625/AD-225/AD-227/AD-225/AD-22FIRE PARTITIONSCORRIDOR TO UNITUNIT TO UNITCORRIDOR TO NON-UNIT1 HR1 HR1 HR12/AD-22.1, 20/AD-22.14/AD-22.11/AD-22NONBEARING WALLS & PARTITIONSEXTERIOR PARTITIONEXTERIOR PARTITION OR FURRINGINTERIOR PARTITION OR FURRINGINTERIOR PLUMBING1 HR0 HR0 HR0 HR1/AD-249/AD-241/AD-22 SIM.8/AD-22BEARING WALLSEXTERIOR (TYPE III-A)INTERIOR2 HR1 HR20/AD-24.11/AD-22FIRE WALLS3 HOUR2 HOUR3 HR2 HR1/AD-251/AD-23PRIMARY STRUCTURAL FRAME -(SEE STRL FOR LOCATIONS)STEEL COLUMNSTEEL BEAMWOOD COLUMNWOOD BEAM2 HR2 HR2 HR2 HR20/AD-284/AD-2912/AD-2912/AD-29LEGENDDESCRIPTIONTYPE I-A ASSEMBLIESFLOOR / CEILING - CONCRETE SLABCONCRETE SLAB ON GRADEFLOOR / CEILING - 2ND LEVEL SLABSUSPENDED CONCRETE SLABFLOOR / CEILING - CONCRETE PODIUM SLABTYP.INTERIORTYP.EXTERIOR @ COURTYARDTYP.EXTERIOR @ PRIVATE DECKSTYP. EXTERIOR SHELF(NON-OCCUPIABLE SPACE)FIRERATINGDETAILREFERENCE(S)0 HRSEE STRUCTURALFIRE BARRIERSHAFT ENCLOSURE (SINGLE WALL)SHAFT ENCLOSURE (DOUBLE WALL)SHAFT WALL (NON-LOAD BEARING)OCCUPANCY SEPARATIONCHUTE ACCESS/TERMINATION ROOMMPOEGREASE SHAFT ENCLOSURE2 HR2 HR2 HR1 HR2 HR2 HR3 HR13/AD-2215/AD-2214/AD-2216/AD-2618/AD-2313/AD-224/AD-26FIRE PARTITIONCORRIDOR TO UNITUNIT TO UNIT1 HR1 HR10/AD-22, 24/AD-2211/AD-22NON-BEARING WALLS & PARTITIONSEXTERIOR GARAGE (CMU)EXTERIOR & INTERIOREXTERIOR PARTITION OR FURRINGINTERIOR PARTITION OR FURRINGINTERIOR PLUMBING3 HR1 HR0 HR0 HR0 HR18/AD-2310/AD-223/AD-24, 7/AD-2414/AD-2612/AD-22BEARING WALLSEXTERIOR & INTERIOR3 HR22/AD-22PRIMARY STRUCTURAL FRAME -(SEE STRL FOR LOCATIONS)TYP. CONCRETE COLUMN3 HRSYMBOL LEGENDSYMBOL LEGEND3 HR3 HR3 HR3 HR17/AD-2117/AD-2117/AD-2117/AD-212 HR13/AD-21BUILDING ENTRANCE150' HOSE PULLSTANDPIPE IN INTERIOR EXIT STAIRWAYXXACTUAL HOSE PULL FROM STANDPIPEOR FIRE HYDRANTSTANDPIPE OR IN WALL WITH 2-HRENCLOSURE WITH ACCESS PANEL - CLASS I*F.E.C.FIRE EXTINGUISHER CABINET - SURFACE MOUNTED.PAINT CAB TO MATCH ADJACENT WALL FINISH.F.E.C.FIRE EXTINGUISHER CABINET - SEMI-RECESSED. PAINTCAB TO MATCH ADJACENT WALL FINISH.1.REFER TO FIRE MASTER PLAN FOR ADDITIONAL INFORMATION.2.NON-SEPARATED OCCUPANCIES OCCUR IN TYPE IA PER CBC SECTION 508.33.REFER TO ENLARGED UNIT PLANS FOR BATHROOM AND KITCHEN EXHAUST RATED SHAFT DETAILS.4.REFER TO FIRE ASSEMBLY PENETRATION KEY PLAN ON SHEET AD-20 FOR ALL FIRE-RESISTANCE RATED PENETRATIONS DETAILS AND THEIR LOCATIONS.5.PER CBC 703.7 WHERE THERE IS AN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING, OR ATTIC SPACE, FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS,SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELYAND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING IN THE CONCEALED SPACE. SUCH IDENTIFICATION SHALL:1. BE LOCATED WITHIN 15 FT OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FT MEASURED HORIZONTALLY ALONG THE WALL ORPARTITION.2. INCLUDE LETTERING NOT LESS THAN 3 INCHES IN HEIGHT WITH A MINIMUM 3/8-INCH STROKE IN A CONTRASTING COLOR INCORPORATING THESUGGESTED WORDING, "FIRE AND/OR SMOKE BARRIER-PROTECT ALL OPENINGS," OR OTHER WORDING.6.PER CBC SECTION 718.2.2, PROVIDE FIRE BLOCKING IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AT THE CEILINGAND FLOOR LEVEL AND AT 10 FT. INTERVALS BOTH VERTICAL AND HORIZONTAL.7.IN COMBUSTIBLE CONSTRUCTION, FIRE BLOCKING SHALL BE INSTALLED TO CUT OFF CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) ANDSHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A TOP STORY AND A ROOF OR ATTIC SPACE. FIRE BLOCKING SHALL BE INSTALLED IN THELOCATIONS SPECIFIED IN CBC SECTIONS 718.2.2 THROUGH 718.2.7.8.FIRE BLOCKING SHALL BE INSTALLED WITHIN CONCEALED SPACES OF EXTERIOR WALL FINISH AND OTHER EXTERIOR ARCHITECTURAL ELEMENTS WHEREPERMITTED TO BE OF COMBUSTIBLE CONSTRUCTION AS SPECIFIED IN SECTION 1406 OR WHERE ERECTED WITH COMBUSTIBLE FRAMES AT MAX INTERVALSOF 20' SO THAT THERE WILL BE NO OPEN SPACE EXCEEDING 100 SF. WHERE WOOD FURRING STRIPS ARE USED THEY SHALL BE OF APPROVED WOOD OFNATURAL DECAY RESISTANCE OR PRESERVATIVE-TREATED WOOD. IF NON-CONTINUOUS SUCH E,ELEMENTS SHALL HAVE CLOSED ENDS WITH AT LEAST 4" OFSEPARATION BETWEEN SECTIONS.9.CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINE CABINETS.10.EXHAUST FANS FROM THE BATHROOM MUST ENTER THROUGH THE WALL. DAMPERS ARE REQUIRED IF THE CEILING IS PENETRATED. (CBC 717.6.1)11.PLUMBING PENETRATION THROUGH HORIZONTAL OCCUPANCY SEPARATIONS SHALL BE BOXED OUT AND FILLED WITH AN APPROVED MATERIAL. INSULATIONIS NOT APPROVED. (CBC 714.5.1)12.PENETRATION OF THE 1 HOUR CEILING BY DUCTS FROM THE FAU AND THE STOVE HOOD REQUIRE DAMPERS. ATTIC UNITS (INCLUDING HEAT PUMPS)REQUIRE DAMPERS AT ALL CEILING PENETRATIONS (CBC 717.6.1)13.STEEL BEAMS AND COLUMNS SHALL BE PROTECTED AS REQUIRED FOR 1-HOUR PROTECTION. WHERE CEILING FORMS PROTECTIVE MEMBRANE FORFIRE-RESISTIVE ASSEMBLIES, THE CONSTRUCTION AND THEIR SUPPORTING HORIZONTAL STRUCTURAL MEMBERS NEED NOT BE INDIVIDUALLY FIREPROTECTED EXCEPT WHERE SUCH MEMBERS SUPPORT DIRECTLY APPLIED LOADS FROM MORE THAN ONE FLOOR OR FLOOR AND A ROOF. THE REQUIREDFIRE RESISTANCE SHALL NOT BE LESS THAN THAT REQUIRED FOR INDIVIDUAL PROTECTION OF MEMBERS. (CBC 704.3).14.RECESSED LIGHT FIXTURES MUST BE BOXED AROUND WITH 58" TYPE 'X' GYP BD TO MAINTAIN THE 1-HOUR CEILING ASSEMBLY. SEE DETAIL 10/AD-21.15.CONFIRM ALL BEARING WALL LOCATIONS WITH STRUCTURAL PLANS.FIRE PROTECTION NOTESPARTIAL SECTION4TH FLOOR5TH FLOOR1ST FLOOR2ND FLOOR3RD FLOORROOF LEVEL1 HR ROOF / CLG ASSEMBLY1 HR FLOOR / CLG ASSEMBLYROOF / CEILINGTYPICALROOF DECK1 HR1 HR9/AD-218/AD-2122/AD-22ROOF / CEILINGCONCRETE SLAB1-1/2 HR13/AD-21ROOF / CEILINGTYP. STEEL COLUMNTYP. STEEL BEAMTYP. WOOD COLUMNTYP. WOOD BEAM1 HR1 HR1 HR1 HR19/AD-28PRIMARY STUCTURAL FRAME-(SEE STRL FOR LOCATIONS)TYP. STEEL COLUMNTYP. STEEL BEAMTYP. WOOD COLUMNTYP. WOOD BEAM1 HR1 HR1 HR1 HR19/AD-2811/AD-2812/AD-2912/AD-29DESCRIPTIONFIRERATINGDETAILREFERENCE(S)28AD-22AAAAAAA06-21-23 SPSPFECFECFECFEC ELECLVELECLV ELECLVELECLV LV ELECLVELECLVELECLV ELEC ELEC LVLVELECLVELECELECLVLVELECLVELECRW G STAIR B1STAIR B3STAIR B4ELEV. B1ELEV. B2DNDNDN**150'150'150'10AD-3311AD-332AD-252AD-255AD-55.1TYP.CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING B FIFTHFLOOR FIREPROTECTION PLANA0-25SCALE:13/32"=1'-0"BUILDING B - LEVEL 5 FIRE PROTECTION PLANDESCRIPTIONTYPE III-A ASSEMBLIESFLOOR / CEILING - FRAMEDTYP. INTERIORINTERIOR CORRIDOREXTERIOR CORRIDORPRIVATE BALCONYFIRERATINGDETAILREFERENCE(S)1 HR1 HR1 HR0 HR1/AD-213/AD-212/AD-214/AD-21FIRE BARRIERSSHAFT ENCLOSUREGREASE SHAFT ENCLOSUREOCCUPANCY SEPARATION (R-2/A-3/B)CHUTE ACCESS ROOM AT CORRIDORCHUTE ACCESS ROOM AT UNITELECTRICAL ROOM, MPOE2 HR3 HR1 HR2 HR2 HR2 HR8/AD-22.117/AD-2625/AD-225/AD-227/AD-225/AD-22FIRE PARTITIONSCORRIDOR TO UNITUNIT TO UNITCORRIDOR TO NON-UNIT1 HR1 HR1 HR12/AD-22.1, 20/AD-22.14/AD-22.11/AD-22NONBEARING WALLS & PARTITIONSEXTERIOR PARTITIONEXTERIOR PARTITION OR FURRINGINTERIOR PARTITION OR FURRINGINTERIOR PLUMBING1 HR0 HR0 HR0 HR1/AD-249/AD-241/AD-22 SIM.8/AD-22BEARING WALLSEXTERIOR (TYPE III-A)INTERIOR2 HR1 HR20/AD-24.11/AD-22FIRE WALLS3 HOUR2 HOUR3 HR2 HR1/AD-251/AD-23PRIMARY STRUCTURAL FRAME -(SEE STRL FOR LOCATIONS)STEEL COLUMNSTEEL BEAMWOOD COLUMNWOOD BEAM2 HR2 HR2 HR2 HR20/AD-284/AD-2912/AD-2912/AD-29LEGENDDESCRIPTIONTYPE I-A ASSEMBLIESFLOOR / CEILING - CONCRETE SLABCONCRETE SLAB ON GRADEFLOOR / CEILING - 2ND LEVEL SLABSUSPENDED CONCRETE SLABFLOOR / CEILING - CONCRETE PODIUM SLABTYP.INTERIORTYP.EXTERIOR @ COURTYARDTYP.EXTERIOR @ PRIVATE DECKSTYP. EXTERIOR SHELF(NON-OCCUPIABLE SPACE)FIRERATINGDETAILREFERENCE(S)0 HRSEE STRUCTURALFIRE BARRIERSHAFT ENCLOSURE (SINGLE WALL)SHAFT ENCLOSURE (DOUBLE WALL)SHAFT WALL (NON-LOAD BEARING)OCCUPANCY SEPARATIONCHUTE ACCESS/TERMINATION ROOMMPOEGREASE SHAFT ENCLOSURE2 HR2 HR2 HR1 HR2 HR2 HR3 HR13/AD-2215/AD-2214/AD-2216/AD-2618/AD-2313/AD-224/AD-26FIRE PARTITIONCORRIDOR TO UNITUNIT TO UNIT1 HR1 HR10/AD-22, 24/AD-2211/AD-22NON-BEARING WALLS & PARTITIONSEXTERIOR GARAGE (CMU)EXTERIOR & INTERIOREXTERIOR PARTITION OR FURRINGINTERIOR PARTITION OR FURRINGINTERIOR PLUMBING3 HR1 HR0 HR0 HR0 HR18/AD-2310/AD-223/AD-24, 7/AD-2414/AD-2612/AD-22BEARING WALLSEXTERIOR & INTERIOR3 HR22/AD-22PRIMARY STRUCTURAL FRAME -(SEE STRL FOR LOCATIONS)TYP. CONCRETE COLUMN3 HRSYMBOL LEGENDSYMBOL LEGEND3 HR3 HR3 HR3 HR17/AD-2117/AD-2117/AD-2117/AD-212 HR13/AD-21BUILDING ENTRANCE150' HOSE PULLSTANDPIPE IN INTERIOR EXIT STAIRWAYXXACTUAL HOSE PULL FROM STANDPIPEOR FIRE HYDRANTSTANDPIPE OR IN WALL WITH 2-HRENCLOSURE WITH ACCESS PANEL - CLASS I*F.E.C.FIRE EXTINGUISHER CABINET - SURFACE MOUNTED.PAINT CAB TO MATCH ADJACENT WALL FINISH.F.E.C.FIRE EXTINGUISHER CABINET - SEMI-RECESSED. PAINTCAB TO MATCH ADJACENT WALL FINISH.1.REFER TO FIRE MASTER PLAN FOR ADDITIONAL INFORMATION.2.NON-SEPARATED OCCUPANCIES OCCUR IN TYPE IA PER CBC SECTION 508.33.REFER TO ENLARGED UNIT PLANS FOR BATHROOM AND KITCHEN EXHAUST RATED SHAFT DETAILS.4.REFER TO FIRE ASSEMBLY PENETRATION KEY PLAN ON SHEET AD-20 FOR ALL FIRE-RESISTANCE RATED PENETRATIONS DETAILS AND THEIR LOCATIONS.5.PER CBC 703.7 WHERE THERE IS AN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING, OR ATTIC SPACE, FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS,SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELYAND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING IN THE CONCEALED SPACE. SUCH IDENTIFICATION SHALL:1. BE LOCATED WITHIN 15 FT OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FT MEASURED HORIZONTALLY ALONG THE WALL ORPARTITION.2. INCLUDE LETTERING NOT LESS THAN 3 INCHES IN HEIGHT WITH A MINIMUM 3/8-INCH STROKE IN A CONTRASTING COLOR INCORPORATING THESUGGESTED WORDING, "FIRE AND/OR SMOKE BARRIER-PROTECT ALL OPENINGS," OR OTHER WORDING.6.PER CBC SECTION 718.2.2, PROVIDE FIRE BLOCKING IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AT THE CEILINGAND FLOOR LEVEL AND AT 10 FT. INTERVALS BOTH VERTICAL AND HORIZONTAL.7.IN COMBUSTIBLE CONSTRUCTION, FIRE BLOCKING SHALL BE INSTALLED TO CUT OFF CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) ANDSHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A TOP STORY AND A ROOF OR ATTIC SPACE. FIRE BLOCKING SHALL BE INSTALLED IN THELOCATIONS SPECIFIED IN CBC SECTIONS 718.2.2 THROUGH 718.2.7.8.FIRE BLOCKING SHALL BE INSTALLED WITHIN CONCEALED SPACES OF EXTERIOR WALL FINISH AND OTHER EXTERIOR ARCHITECTURAL ELEMENTS WHEREPERMITTED TO BE OF COMBUSTIBLE CONSTRUCTION AS SPECIFIED IN SECTION 1406 OR WHERE ERECTED WITH COMBUSTIBLE FRAMES AT MAX INTERVALSOF 20' SO THAT THERE WILL BE NO OPEN SPACE EXCEEDING 100 SF. WHERE WOOD FURRING STRIPS ARE USED THEY SHALL BE OF APPROVED WOOD OFNATURAL DECAY RESISTANCE OR PRESERVATIVE-TREATED WOOD. IF NON-CONTINUOUS SUCH E,ELEMENTS SHALL HAVE CLOSED ENDS WITH AT LEAST 4" OFSEPARATION BETWEEN SECTIONS.9.CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINE CABINETS.10.EXHAUST FANS FROM THE BATHROOM MUST ENTER THROUGH THE WALL. DAMPERS ARE REQUIRED IF THE CEILING IS PENETRATED. (CBC 717.6.1)11.PLUMBING PENETRATION THROUGH HORIZONTAL OCCUPANCY SEPARATIONS SHALL BE BOXED OUT AND FILLED WITH AN APPROVED MATERIAL. INSULATIONIS NOT APPROVED. (CBC 714.5.1)12.PENETRATION OF THE 1 HOUR CEILING BY DUCTS FROM THE FAU AND THE STOVE HOOD REQUIRE DAMPERS. ATTIC UNITS (INCLUDING HEAT PUMPS)REQUIRE DAMPERS AT ALL CEILING PENETRATIONS (CBC 717.6.1)13.STEEL BEAMS AND COLUMNS SHALL BE PROTECTED AS REQUIRED FOR 1-HOUR PROTECTION. WHERE CEILING FORMS PROTECTIVE MEMBRANE FORFIRE-RESISTIVE ASSEMBLIES, THE CONSTRUCTION AND THEIR SUPPORTING HORIZONTAL STRUCTURAL MEMBERS NEED NOT BE INDIVIDUALLY FIREPROTECTED EXCEPT WHERE SUCH MEMBERS SUPPORT DIRECTLY APPLIED LOADS FROM MORE THAN ONE FLOOR OR FLOOR AND A ROOF. THE REQUIREDFIRE RESISTANCE SHALL NOT BE LESS THAN THAT REQUIRED FOR INDIVIDUAL PROTECTION OF MEMBERS. (CBC 704.3).14.RECESSED LIGHT FIXTURES MUST BE BOXED AROUND WITH 58" TYPE 'X' GYP BD TO MAINTAIN THE 1-HOUR CEILING ASSEMBLY. SEE DETAIL 10/AD-21.15.CONFIRM ALL BEARING WALL LOCATIONS WITH STRUCTURAL PLANS.FIRE PROTECTION NOTESPARTIAL SECTION4TH FLOOR5TH FLOOR1ST FLOOR2ND FLOOR3RD FLOORROOF LEVEL1 HR ROOF / CLG ASSEMBLY1 HR FLOOR / CLG ASSEMBLYROOF / CEILINGTYPICALROOF DECK1 HR1 HR9/AD-218/AD-2122/AD-22ROOF / CEILINGCONCRETE SLAB1-1/2 HR13/AD-21ROOF / CEILINGTYP. STEEL COLUMNTYP. STEEL BEAMTYP. WOOD COLUMNTYP. WOOD BEAM1 HR1 HR1 HR1 HR19/AD-28PRIMARY STUCTURAL FRAME-(SEE STRL FOR LOCATIONS)TYP. STEEL COLUMNTYP. STEEL BEAMTYP. WOOD COLUMNTYP. WOOD BEAM1 HR1 HR1 HR1 HR19/AD-2811/AD-2812/AD-2912/AD-29DESCRIPTIONFIRERATINGDETAILREFERENCE(S)28AD-22AAAAAA06-21-23 LVELECLV ELEC LVELECLV ELECUPUPUPTURN-AROUNDSPOTBIKESTAIR A1STAIR A2TURNAROUNDSPOTVANVAN UP 5%UP 2%UP 5%UP 5%EVEVFEC FECñññññ ñññ ññññ CLEAN AIR UP 8%UP 8%DN2%DN4.1%4CYFRONT LOADLOOSE BINRECYCLING4CYFRONT LOADLOOSE BINWASTE2CY NARROWFRONT LOADLOOSE BINCOMPOST4CYFRONT LOADLOOSE BINRECYCLINGDN 5% DN 8.33% DN 1.3% UP 3%FECñEVEVEVCLEANAIREVLV ELEC UPDN 2.2%UPUPUPFECFECFEC ELECLVWASTE CADDY64 GAL.COMPOST3CY NARROWFRONT LOADCOMPACTEDWASTE3CY NARROWFRONT LOADCOMPACTEDRECYCLING64 GAL.COMPOST3CY NARROWFRONT LOADCOMPACTEDWASTE3CY NARROWFRONT LOADCOMPACTEDRECYCLING64 GAL.COMPOST64 GAL.COMPOSTSPSPDWELLING UNIT10032006R-2DWELLING UNIT12562007R-2DWELLING UNIT6902004R-2DWELLING UNIT10432006R-2DWELLING UNIT12862007R-2DWELLING UNIT4822003R-2ELECTRICAL RM3383002R-2CO-WORKING223915150BWORK POD801501BRETAIL811160136MRESTAURANT251515168A-2KITCHEN12232007A-2TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH500.210"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHTOTAL OCCUPANTSEGRESS WIDTH PER OCCUPSTAIR WIDTH1030.3REQUIRED STAIR WIDTH30.9"PROPOSED STAIR WIDTH48"MIN. 33.4"36"EXIT50EXIT50PARKING1682920085S-2TOTAL PARKING OCCUPANT LOAD = 8989 OCCUPANTS/2 EXITS =44/45 OCC. PER EXITEXIT44TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH500.210"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHMIN. 33.4"36"CPET = 51'-4"L = 136'-3"CPET = 21'-6"L = 109'-8"TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH440.28.8"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHTOTAL OCCUPANTSEGRESS WIDTH PER OCCUPSTAIR WIDTH440.3REQUIRED STAIR WIDTH13.2"PROPOSED STAIR WIDTH44"MIN. 33.4"36"EXIT50EXIT45BIKE STORAGE4373002S-2BOOSTERPUMP1653001S-2TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH500.210"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHMIN. 33.4"36"TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH450.29"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHMIN. 33.4"36"TOTAL OCCUPANT LOAD ENTERING CORRIDOR = 9999 OCCUPANTS/2 EXITS =49/50 OCC. PER EXITTOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH490.29.8"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHMIN. 33.4"72"EXIT49TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH490.29.8"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHMIN. 33.4"36"EXIT49EXITDISCHARGE5043 FRMABVEXITDISCHARGEEXITDISCHARGEEXITDISCHARGE EXITDISCHARGEEXITDISCHARGE221221 FRMABVEXITDISCHARGE103103 FRMABVEXITDISCHARGETOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH1030.220.6"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHMIN. 33.4"36"EXITDISCHARGETOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH2210.244.2"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHMIN. 33.4"48"TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH810.216.2"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHMIN. 33.4"36"EXITDISCHARGE8181 FRMABV185'-11 25/32"1/3 OVERALL DIMENSION =108'-0"O V E R A L L D I A G O N A L D I M E N S I O N = 3 2 4 ' - 0 " 1/ 3 O V E R A L L D I M E N S I O N = 1 0 8 ' - 0 " A T L E A S T 2 E X I T S H A L L B E S E P A R A T E D B Y N O T L E S S T H A N 1 / 3 T H E O V E R A L L D I M E N S I O N - C B C S E C 1 0 0 7 . 1 . 1 OVERALL DIAGONAL DIMENSION = 204'-6"1/3 OVERALL DIMENSION = 68'-2"AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3THE OVERALL DIMENSION - CBC SEC 1007.1.1112'-2"1/3 OVERALL DIMENSION =68'-2"O V E R A L L D I A G O N A L D I M E N S I O N = 1 2 5 ' - 1 4 1 / 1 2 8 " 1 / 3 OV ERA L L D IM EN S ION = 4 1 ' - 8 " A T L EA S T 2 E X I T SH A L L BE SE P AR A T EDB Y NO T L E S S THAN 1 / 3 THE O V ERA L L D IM ENS ION - CBC SEC 1 0 0 7 . 1 . 151'-6"1/3 OVERALL DIMENSION =41'-8"FITNESS15535032BCPET = 76'-10"EXIT84OVERALL DIAGONAL DIMENSION = 82'-9 243/256"1/3 OVERALL DIMENSION = 27'-7"AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3THE OVERALL DIMENSION - CBC SEC 1007.1.130'-3 1/8"1/3 OVERALL DIMENSION =27'-7"EXIT68EXIT68FIRE WALLWORK POD801501BWORK POD741501BCONFERENCE2191515BOFFICE1421501BOFFICE1641502BTOTAL LEASING/CO-WORKINGOCCUPANT LOAD = 171171 OCCUPANTS/2 EXITS =85/86OCC. PER EXITEXITDISCHARGEEXIT8586MPOE863001R-2TOTAL OCCUPANT LOAD ENTERING CORRIDOR = 149149 OCCUPANTS/3 EXITS =49/50 OCC. PER EXITL = 135'-1"CPET = 58'-7"OVER A L L D I A G O N A L D I M E N S I O N = 102'- 4 " 1/3 O V E R A L L D I M E N S I O N = 3 4 ' - 1 " AT L E A S T 2 E X I T S H A L L B E S E P A R A T E D B Y N O T L E S S T H A N 1 / 3 THE O V E R A L L D I M E N S I O N - C B C S E C 1 0 0 7 . 1 . 1 99'-11"1/3 OVE R A L L D I M E N S I O N = 3 4 ' - 1 "TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH840.216.8"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHMIN. 33.4"72"TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH680.213.6"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHMIN. 33.4"36"CPET = 28'-2"L =118'-5"CPET = 52'-0"L =95'-0"CPET = 0'-0"L =62'-0"L =84'-7"CPET = 73'-2"L =117'-2"CPET = 0'-0"L =112'-7"L =117'-8"5'-7 1/2"6'-8 1/2"6'-6"7'-0"5'-1 1/2"7'-10 3/4"6'-0"7'-10"6'-10"BUILDING AREATOTALOCCUPANTLOADPARKING93RESIDENTIAL48LEASING/CO-WORKING171FITNESS32RETAIL136RESTAURANT/KITCHEN175LEVEL 1 TOTAL65548'-9 1/2"DEAD END CORRIDOR MAX. = 50'"EXITSTAIR UP""EXIT""EXIT""EXIT""EXIT""EXIT""EXIT""EXIT""EXIT""EXIT""EXIT""EXIT""EXITROUTE""EXITROUTE""EXITSTAIRDOWN""EXITRAMP UP""EXITROUTE""EXITROUTE""EXITROUTE""EXITROUTE""EXITROUTE"DOG WASH1613001S-2CPET = 71'-7"PARCELSTORAGE1303001S-2PARCELROOM1943001S-284LOADING16303006R-2TRASH703001R-2TRASH4233002R-2TRASH2563001UCPET = 108'-2"L =108'-2"PHPHPHPHPHPHPHPHPHPHPHPHPHPHPHPHPHPHPHPHPHPHPH"EXITROUTE"48"TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH90.21.8"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHMIN. 33.4"36"EXIT9EXITDISCHARGE MAIL LOBBY2331502R-2FIRE PUMP1393001S-2HORIZONTAL EXIT AT FIREWALL PROVIDED FORACCESSIBLE MEANS OFEGRESS ONLY PER CBC1009.2.1 EXCEPTION 1. (2)WHEELCHAIR SPACESPROVIDEDHORIZONTAL EXITCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING A FIRSTFLOOR EXITINGANALYSISA0-31SCALE:13/32"=1'-0"BUILDING A - LEVEL 1 EXITING ANALYSIS3-HR FIRE WALL - SEE AD-261.REFER TO FIRE PROTECTION NOTES .1.1.PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM1.2.PROVIDE FIRE ALARM SYSTEM1.3.PROVIDE STANDPIPES2.PROVIDE MEANS OF EGRESS IDENTIFICATION PER CBC SECTION 1013:2.1.EXIT SIGNS (EXCEPT TACTILE SIGNS) SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED.2.2.TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATION (REFER TO SEGMENT FLOOR PLANSFOR SPECIFIC LOCATIONS):A)EACH GRADE LEVEL EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1013.4.B)EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1011.1, AND LEAD DIRECTLY TO A GRADE LEVELEXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP SHALL BE IDENTIFIED AS:i)"EXIT STAIR DOWN"ii)"EXIT RAMP DOWN"iii)"EXIT STAIR UP"iv)"EXIT RAMP UP"2.3 INTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.5.2.4EXTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.6.A)EXIT SIGN GRAPHICS SHALL COMPLY WITH CBC SECTION 1013.6.1.B)THE FACE OF EXIT SIGN SHALL BE ILLUMINATED WITH AN INTENSITY OF NO LESS THAN 5 FOOTCANDLES (45LUX).C)EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES.D)PROVIDE BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN CONFORMANCE WITH CBC SECTION 1013.6.3.2.5ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT CHANGE DURING FINALINSPECTION.3.PROVIDE FIRE EXTINGUISHERS:3.1.PROVIDE A MINIMUM OF ONE 2-A:10-B:C (2A:20BC WITHIN 50'-0" AT GARAGE) CLASSIFICATION FIREEXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ONEACH FLOOR.3.2.ADDITIONAL FIRE EXTINGUISHERS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE DURINGFINAL INSPECTION.4.EACH DWELLING UNIT SHALL HAVE PERMANENTLY WIRED SMOKE ALARMS WITH BATTERY BACKUP INSIDE EACHBEDROOM AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO SLEEPING AREAS. SMOKEALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE UNIT.5.INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8.6.THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL NOT LESS ONE FOOTCANDLE AT WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED.7.SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A. ATPUBLIC AND COMMERCIAL AREAS OF THE BUILDING, SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALLCOMPLY WITH CBC CHAPTER 11B-703.5.8.EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OREFFORT PER CBC CH. 1010.1.9.9.ACCESS CONTROL NOT PERMITTED ON DOORS ALONG EGRESS ROUTE IN THE DIRECTION OF EGRESS.10.PER CBC 1026.3, FIRE DOORS IN HORIZONTAL EXITS SHALL BE SELF-CLOSING OR AUTOMATIC-CLOSING WHENACTIVATED BY A SMOKE DETECTOR IN ACCORDANCE WITH SECTION 716.2.6.6. DOORS, WHERE LOCATED IN ACROSS-CORRIDOR CONDITION, SHALL BE AUTOMATIC-CLOSING BY ACTIVATION OF A SMOKE DETECTOR INSTALLED INACCORDANCE WITH SECTION 716.2.6.6.1.THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING:A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND AND SHOWN BY SYMBOL)B. ELEVATOR NOT REQUIRED PER CBC 1009.2.1 AND EXCEPTION #1, ELEVATOR IS NOT REQUIRED AS ANACCESSIBLE MEANS OF EGRESS.C.INTERIOR STAIRWAYS: INTERIOR STAIRWAYS COMPLY WITH CBC 1009.3.2 EXCEPTION #1 AND CBC 1009.3.3EXCEPTION #2.REQUIRED STAIR WIDTH (CBC 1005.3.1)OCCUPANT LOAD X 0.3" = (REQ'D STAIR WIDTH)REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 )OCCUPANT LOAD X 0.2" = REQ'D WIDTH OF EGRESS COMPONENTSAREAS CALCULATEDS-2 EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 100 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1R-2 EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 125 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1A EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: VARIES BASED ON ROOM USECOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 75 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1B EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: VARIES BASED ON ROOM USECOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 100 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 300 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1M EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: (60 GROSS SF) PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 75 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVELDISTANCE SCHEDULE MOST REMOTE POINT TO EXITACCESSHORIZONTAL EXITEXIT AND OCCUPANT LOADOCCUPANT SPACE/FUNCTIONOCCUPANT LOAD SF/OCCUPANTOCCUPANCY TYPEFIRE EXTINGUISHER CABINET MAX.75'-0" O.C., SEE DETAILName10000 SF100R-250XX EXIT 00 HEXXXX.XXFLOOR AREA# OF OCCUPANTSF.E.C.STANDPIPEEXIT PLAN NOTESSYMBOL LEGENDACCESSIBLE MEANS OF EGRESSL = XX'CPET = XX'COMMON PATH OF EGRESS TRAVEL DISTANCEINTERIOR EXIT STAIRHORIZONTAL EXIT REFUGE AREAILLUMINATED EXIT SIGN PER CBC SECTION 1013TACTILE EXIT SIGN. REFER TO DETAIL 18/AD-71.REFER TO ENLARGED STAIR PLANS FOR ADDITIONALINFORMATION WHEN OCCURS AT A STAIR.MAXIMUM OCCUPANT LOAD SIGN PER CBC 1004.9REFER TO 12/AD-02.1.PHDOOR EQUIPPED WITH PANIC HARDWARE OR FIREEXIT HARDWAREAA06-21-23 LVELECLV ELECLV ELEC LVELECLV ELEC LVELECELEC ELEC OPEN TO BELOWSTAIR A1UP 5%UP 5%UP 5%UP 1.5%DOWN 5%EVEVEVEVEVUPDNFEC FECFECñññ ñññ ññññ ñ ñEVEVEVFECñEVEVVANRWDNUPDNUPDNUPFECFEC DN8%134.42'133.42'SPSPFECDWELLING UNIT4242003R-2TRASH813001R-2DWELLING UNIT10142006R-2DWELLING UNIT12512007R-2DWELLING UNIT4242003R-2DWELLING UNIT10432006R-2DWELLING UNIT10432006R-2DWELLING UNIT12862007R-2DWELLING UNIT4822003R-2TOTAL INTERIOR OCCUPANT LOAD = 9191 OCCUPANTS/3 EXITS =30/31 OCC. PER EXITTOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH310.26.2"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHTOTAL OCCUPANTSEGRESS WIDTH PER OCCUPSTAIR WIDTH310.3REQUIRED STAIR WIDTH9.3"PROPOSED STAIR WIDTH44"MIN. 33.4"36"EXIT31EXIT30PARKING1976720099S-2TOTAL PARKING OCCUPANT LOAD = 9999 OCCUPANTS/2 EXITS =49/50 OCC. PER EXITEXIT50TOTAL OCCUPANTSEGRESS WIDTH PER OCCUPSTAIR WIDTH300.3REQUIRED STAIR WIDTH9"PROPOSED STAIR WIDTH48"TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH300.26"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHMIN. 33.4"36"TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH300.26"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHTOTAL OCCUPANTSEGRESS WIDTH PER OCCUPSTAIR WIDTH300.3REQUIRED STAIR WIDTH9"PROPOSED STAIR WIDTH75"MIN. 33.4"36"CPET = 55'-8"L = 137'-8"CPET = 21'-6"L = 135'-1"CPET = 58'-7"L = 121'-6"TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH500.210"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHTOTAL OCCUPANTSEGRESS WIDTH PER OCCUPSTAIR WIDTH500.3REQUIRED STAIR WIDTH15"PROPOSED STAIR WIDTH44"MIN. 33.4"36"POOL EQUIP RM3833002UYOGA5485011BEXIT30HORIZONTAL EXIT AT FIREWALL PROVIDED FORACCESSIBLE MEANS OFEGRESS ONLY PER CBC1009.2.1 EXCEPTION 1. (2)WHEELCHAIR SPACESPROVIDED176'-11 101/256"1/3 OVERALL DIMENSION =108'-0"O V E R A L L D I A G O N A L D I M E N S I O N = 3 2 4 ' - 2 " 1/ 3 O V E R A L L D I M E N S I O N = 1 0 8 ' - 0 " A T L E A S T 2 E X I T S H A L L B E S E P A R A T E D B Y N O T L E S S T H A N 1 / 3 T H E O V E R A L L D I M E N S I O N - C B C S E C 1 0 0 7 . 1 . 1 OVERALL DIAGONAL DIMENSION = 204'-6"1/3 OVERALL DIMENSION = 68'-2"AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3THE OVERALL DIMENSION - CBC SEC 1007.1.1205'-10"1/3 OVERALL DIMENSION =68'-2"RESIDENT STORAGE14152008URETAIL STORAGE4092003UMAINTENANCE2063001BSHARED GOODS2772002BBREAK ROOM2491517BOPERATIONS4781504BL = 153'-3"CPET = 60'-0"L = 202'-1"CPET = 80'-7"OPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWFIRE WALL1'-6"2'-0"EXIT49HORIZONTAL EXITHORIZONTAL EXIT PER CBC SECTION 1026 ANDCBC SECTION 1026.21. PROVIDE STANDPIPE AS REQUIRED PER CBCSECTION 905 AND PER CFC SECTION 905.4 #2.2. REFUGE AREA OF THE HORIZONTAL EXITPER CBC SEC. 1026.4TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH490.29.8"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHMIN. 33.4"36"STANDPIPE NOT REQUIRED AT THIS LOCATIONPER CBC 905.4 #2 EXCEPTION. HORIZONTALEXIT IS LOCATED 87'-11" FROM INTERIOR EXITSTAIR HOSE CONNECTION.49 occupants entering thehorizontal exit require 147 sq. ft ofrefuge + 9 sq ft for tenants residingin that zone=403 sq. ft of refuge area provided5'-7 1/2"8'-11"5'-2 1/2"6'-0"6'-8 1/4"7'-10"10'-4"6'-10"BUILDING AREATOTALOCCUPANTLOADPARKING99APARTMENT91LEVEL 2 TOTAL1905'-4"MECHANICAL2283001B6'-6"4'-11 3/4""TO EXIT""TO EXIT""TO EXIT""TOEXIT""TO EXIT""EXIT STAIRDOWN""EXITSTAIRDOWN""EXIT STAIRDOWN""EXITSTAIRDOWN"L = 37'-10"CPET = 32'-0"9'-0"91 occupantsrequire 18.2"of exit widthNOTE: PEDESTRIAN GATE VISIBLE ONLEVEL 1 ALLOWS FOR EGRESS FROMLEVEL 2 TO LEVEL. REFER TO A0-31FOR LOCATION AND EGRESSSIGNAGE.PHPHPHPHPHPHPHPH48"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING A SECONDFLOOR EXITINGANALYSISA0-323-HR FIRE WALL - SEE AD-261.REFER TO FIRE PROTECTION NOTES .1.1.PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM1.2.PROVIDE FIRE ALARM SYSTEM1.3.PROVIDE STANDPIPES2.PROVIDE MEANS OF EGRESS IDENTIFICATION PER CBC SECTION 1013:2.1.EXIT SIGNS (EXCEPT TACTILE SIGNS) SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED.2.2.TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATION (REFER TO SEGMENT FLOOR PLANSFOR SPECIFIC LOCATIONS):A)EACH GRADE LEVEL EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1013.4.B)EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1011.1, AND LEAD DIRECTLY TO A GRADE LEVELEXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP SHALL BE IDENTIFIED AS:i)"EXIT STAIR DOWN"ii)"EXIT RAMP DOWN"iii)"EXIT STAIR UP"iv)"EXIT RAMP UP"2.3 INTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.5.2.4EXTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.6.A)EXIT SIGN GRAPHICS SHALL COMPLY WITH CBC SECTION 1013.6.1.B)THE FACE OF EXIT SIGN SHALL BE ILLUMINATED WITH AN INTENSITY OF NO LESS THAN 5 FOOTCANDLES (45LUX).C)EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES.D)PROVIDE BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN CONFORMANCE WITH CBC SECTION 1013.6.3.2.5ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT CHANGE DURING FINALINSPECTION.3.PROVIDE FIRE EXTINGUISHERS:3.1.PROVIDE A MINIMUM OF ONE 2-A:10-B:C (2A:20BC WITHIN 50'-0" AT GARAGE) CLASSIFICATION FIREEXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ONEACH FLOOR.3.2.ADDITIONAL FIRE EXTINGUISHERS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE DURINGFINAL INSPECTION.4.EACH DWELLING UNIT SHALL HAVE PERMANENTLY WIRED SMOKE ALARMS WITH BATTERY BACKUP INSIDE EACHBEDROOM AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO SLEEPING AREAS. SMOKEALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE UNIT.5.INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8.6.THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL NOT LESS ONE FOOTCANDLE AT WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED.7.SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A. ATPUBLIC AND COMMERCIAL AREAS OF THE BUILDING, SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALLCOMPLY WITH CBC CHAPTER 11B-703.5.8.EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OREFFORT PER CBC CH. 1010.1.9.9.ACCESS CONTROL NOT PERMITTED ON DOORS ALONG EGRESS ROUTE IN THE DIRECTION OF EGRESS.10.PER CBC 1026.3, FIRE DOORS IN HORIZONTAL EXITS SHALL BE SELF-CLOSING OR AUTOMATIC-CLOSING WHENACTIVATED BY A SMOKE DETECTOR IN ACCORDANCE WITH SECTION 716.2.6.6. DOORS, WHERE LOCATED IN ACROSS-CORRIDOR CONDITION, SHALL BE AUTOMATIC-CLOSING BY ACTIVATION OF A SMOKE DETECTOR INSTALLED INACCORDANCE WITH SECTION 716.2.6.6.1.THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING:A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND AND SHOWN BY SYMBOL)B. ELEVATOR NOT REQUIRED PER CBC 1009.2.1 AND EXCEPTION #1, ELEVATOR IS NOT REQUIRED AS ANACCESSIBLE MEANS OF EGRESS.C.INTERIOR STAIRWAYS: INTERIOR STAIRWAYS COMPLY WITH CBC 1009.3.2 EXCEPTION #1 AND CBC 1009.3.3EXCEPTION #2.REQUIRED STAIR WIDTH (CBC 1005.3.1)OCCUPANT LOAD X 0.3" = (REQ'D STAIR WIDTH)REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 )OCCUPANT LOAD X 0.2" = REQ'D WIDTH OF EGRESS COMPONENTSAREAS CALCULATEDS-2 EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 100 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1R-2 EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 125 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1A EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: VARIES BASED ON ROOM USECOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 75 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1B EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: VARIES BASED ON ROOM USECOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 100 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 300 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1M EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: (60 GROSS SF) PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 75 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVELDISTANCE SCHEDULE MOST REMOTE POINT TO EXITACCESSHORIZONTAL EXITEXIT AND OCCUPANT LOADOCCUPANT SPACE/FUNCTIONOCCUPANT LOAD SF/OCCUPANTOCCUPANCY TYPEFIRE EXTINGUISHER CABINET MAX.75'-0" O.C., SEE DETAILName10000 SF100R-250XX EXIT 00 HEXXXX.XXFLOOR AREA# OF OCCUPANTSF.E.C.STANDPIPEEXIT PLAN NOTESSYMBOL LEGENDACCESSIBLE MEANS OF EGRESSL = XX'CPET = XX'COMMON PATH OF EGRESS TRAVEL DISTANCEINTERIOR EXIT STAIRHORIZONTAL EXIT REFUGE AREAILLUMINATED EXIT SIGN PER CBC SECTION 1013TACTILE EXIT SIGN. REFER TO DETAIL 18/AD-71.REFER TO ENLARGED STAIR PLANS FOR ADDITIONALINFORMATION WHEN OCCURS AT A STAIR.MAXIMUM OCCUPANT LOAD SIGN PER CBC 1004.9REFER TO 12/AD-02.1.PHDOOR EQUIPPED WITH PANIC HARDWARE OR FIREEXIT HARDWARESCALE:13/32"=1'-0"BUILDING A - LEVEL 2 EXITING ANALYSISAAAAAAA06-21-23 EEDDDERWSPFECLV ELECLV ELEC LVELECLVELECLVELEC LVELECELEC LV ELEC LVLVELECELECLV ELECLVLVELECLVELECLV ELEC LVELECLVELECLVELEC UPDNSTAIR A1UP 5%UP 5.0%UP 5%DOWN 5%EVEVEVFECFEC FECFECDOWN 1.5%ñññ ñññ ññññ ñ ñEVEVEV30'-10"18'-8"EVEVEVEVEVEVEVUPDNDNUPFECFECFEC 144.96'144.50'144.50'DNUPSPDWELLING UNIT4242003R-2POOL11155023A-3SPA162504A-3POOL DECK282215189A-3COURTYARD3371523A-3TOTAL POOL ENCLOSURE OCCUPANT LOAD = 216216 OCCUPANTS/2 EXITS =108 OCC. PER EXITTRASH813001R-2DWELLING UNIT12512007R-2DWELLING UNIT11212006R-2DWELLING UNIT11272006R-2DWELLING UNIT11072006R-2DWELLING UNIT7052004R-2DWELLING UNIT7052004R-2DWELLING UNIT7052004R-2DWELLING UNIT6692004R-2DWELLING UNIT11272006R-2DWELLING UNIT9072005R-2DWELLING UNIT12512007R-2DWELLING UNIT4242003R-2DWELLING UNIT10432006R-2DWELLING UNIT10432006R-2DWELLING UNIT12862007R-2DWELLING UNIT4822003R-2TOTAL OCCUPANT LOAD ENTERING CORRIDOR PORTION 1 = 308308 OCCUPANTS/3 EXITS =102/103 OCC. PER EXIT108108TOTAL OUTDOOR OCCUPANT LOAD = 239239 OCCUPANTS/2 EXITS =119/120 OCC. PER EXIT1206262TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH1020.220.4"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHMIN. 33.4"36"EXIT102TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH1030.220.6"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHTOTAL OCCUPANTSEGRESS WIDTH PER OCCUPSTAIR WIDTH1030.3REQUIRED STAIR WIDTH30.9"PROPOSED STAIR WIDTH44"MIN. 33.4"36"EXIT103STAIR A3STAIR A4EXIT22PARKING21217200107S-2TOTAL PARKING OCCUPANT LOAD = 107107 OCCUPANTS/2 EXITS =53/54 OCC. PER EXITEXIT54TOTAL OCCUPANTSEGRESS WIDTH PER OCCUPSTAIR WIDTH220.3REQUIRED STAIR WIDTH6.6"PROPOSED STAIR WIDTH48"TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH220.24.4"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHMIN. 33.4"36"EXIT119TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH2210.244.2"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHTOTAL OCCUPANTSEGRESS WIDTH PER OCCUPSTAIR WIDTH2210.3REQUIRED STAIR WIDTH66.3"PROPOSED STAIR WIDTH68"MIN. 33.4"48"TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH1190.223.8"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHMIN. 33.4"36"L = 141'-4"CPET = 63'-7"L = 145'-6"CPET = 55'-8"12'-10"18'-2 1/2"DEAD END CORRIDOR MAX. = 50'CPET = 77'-5"CPET = 54'-5"L = 137'-8"CPET = 21'-6"L = 124'-8"CPET = 124'-8"L = 130'-2"TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH540.210.8"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHTOTAL OCCUPANTSEGRESS WIDTH PER OCCUPSTAIR WIDTH540.3REQUIRED STAIR WIDTH16.2"PROPOSED STAIR WIDTH44"MIN. 33.4"36"OVERALL DIAGONAL DIMENSION = 90'-0 135/256"1/3 OVERALL DIMENSION = 30'-0"AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3THE OVERALL DIMENSION - CBC SEC 1007.1.1FIRE WALL170'-6 19/64"1/3 OVERALL DIMENSION =85'-0"OVERALL D IAGONAL D IMENS ION = 255' -0 "1/3 OVERALL D IMENS ION = 85 ' -0 "AT LEAST 2 EX IT SHALL BE SEPARATEDBY NOT LESS THAN 1 /3THE OVERALL D IMENS ION - CBC SEC 1007 .1 .1OVERALL DIAGONAL DIMENSION = 204'-6"1/3 OVERALL DIMENSION = 68'-2"AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3THE OVERALL DIMENSION - CBC SEC 1007.1.1205'-10"1/3 OVERALL DIMENSION =68'-2"42'-5 141/256"1/3 OVERALL DIMENSION =30'-0"L = 185'-11"CLUBROOM181615122A-3OVERALL D IAGONAL D IMENS ION = 66' -11 99 /256 "1/3 OVERALL D IMENS ION = 22 ' -4 "AT LEAST 2 EX IT SHALL BE SEPARATEDBY NOT LESS THAN 1 /3THE OVERALL D IMENS ION - CBC SEC 1007 .1 .139'-3 35/256"1/3 OVERALL DIMENSION =22'-4"HORIZONTAL EXITHORIZONTAL EXIT PER CBC SECTION 1026 ANDCBC SECTION 1026.21. PROVIDE STANDPIPE AS REQUIRED PER CBCSECTION 905 AND PER CFC SECTION 905.4 #2.2. REFUGE AREA OF THE HORIZONTAL EXITPER CBC SEC. 1026.4103 occupants entering thehorizontal exit require 309 sq. ft ofrefuge + 66 sq ft for tenantsresiding in that zone=751 sq. ft of refuge area providedTOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH1030.220.6"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHMIN. 33.4"36"EXIT103TOTAL OCCUPANT LOAD ENTERING CORRIDOR PORTION 2 = 2222 OCCUPANTS/1 EXITS =22 OCC. PER EXITOVERALL DIAGONAL DIMENSION = 135'-8 1/2"1/3 OVERALL DIMENSION = 45'-3"AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3THE OVERALL DIMENSION - CBC SEC 1007.1.177'-10 115/256"1/3 OVERALL DIMENSION =45'-3"STANDPIPE NOT REQUIRED AT THIS LOCATIONPER CBC 905.4 #2 EXCEPTION. HORIZONTALEXIT IS LOCATED 84'-8" FROM INTERIOR EXITSTAIR HOSE CONNECTION.FIRE WALLCPET = 0'-0"CPET = 0'-0"L = 177'-1"EXIT53HORIZONTAL EXITHORIZONTAL EXIT PER CBC SECTION 1026 ANDCBC SECTION 1026.21. PROVIDE STANDPIPE AS REQUIRED PER CBCSECTION 905 AND PER CFC SECTION 905.4 #2.2. REFUGE AREA OF THE HORIZONTAL EXITPER CBC SEC. 1026.4TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH530.210.6"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHMIN. 33.4"36"STANDPIPE NOT REQUIRED AT THIS LOCATIONPER CBC 905.4 #2 EXCEPTION. HORIZONTALEXIT IS LOCATED 87'-11" FROM INTERIOR EXITSTAIR HOSE CONNECTION.53 occupants entering thehorizontal exit require 159 sq. ft ofrefuge + 459 sq ft for tenantsresiding in that zone=1084 sq. ft of refuge area provided6'-6"8'-11"5'-3" 7'-4" 6'-0" 6'-10 1/4"5'-2"6'-7"6'-0"5'-2"7'-10"6'-10"BUILDING AREATOTALOCCUPANTLOADPARKING107APARTMENTPORTION 2 INTERIOR22APARTMENTPORTION 1 INTERIOR188OUTDOORCOURTYARD239LEVEL 3 TOTAL5565'-2""TO EXIT""TO EXIT""TO EXIT""TO EXIT""TO EXIT""EXITSTAIRDOWN""EXITSTAIRDOWN""EXITSTAIRDOWN""EXITSTAIRDOWN""EXITSTAIRDOWN""EXITROUTE""EXITROUTE""EXITROUTE""EXITROUTE""EXITROUTE""EXITROUTE""EXITROUTE"6 1/2"308 occupants require61.6" of exit width, 7"max. encroachmentallowed per CBC1005.7.1PHPHPHPHPHPHPHPHPHPH48"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING A THIRDFLOOR EXITINGANALYSISA0-333-HR FIRE WALL - SEE AD-261.REFER TO FIRE PROTECTION NOTES .1.1.PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM1.2.PROVIDE FIRE ALARM SYSTEM1.3.PROVIDE STANDPIPES2.PROVIDE MEANS OF EGRESS IDENTIFICATION PER CBC SECTION 1013:2.1.EXIT SIGNS (EXCEPT TACTILE SIGNS) SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED.2.2.TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATION (REFER TO SEGMENT FLOOR PLANSFOR SPECIFIC LOCATIONS):A)EACH GRADE LEVEL EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1013.4.B)EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1011.1, AND LEAD DIRECTLY TO A GRADE LEVELEXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP SHALL BE IDENTIFIED AS:i)"EXIT STAIR DOWN"ii)"EXIT RAMP DOWN"iii)"EXIT STAIR UP"iv)"EXIT RAMP UP"2.3 INTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.5.2.4EXTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.6.A)EXIT SIGN GRAPHICS SHALL COMPLY WITH CBC SECTION 1013.6.1.B)THE FACE OF EXIT SIGN SHALL BE ILLUMINATED WITH AN INTENSITY OF NO LESS THAN 5 FOOTCANDLES (45LUX).C)EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES.D)PROVIDE BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN CONFORMANCE WITH CBC SECTION 1013.6.3.2.5ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT CHANGE DURING FINALINSPECTION.3.PROVIDE FIRE EXTINGUISHERS:3.1.PROVIDE A MINIMUM OF ONE 2-A:10-B:C (2A:20BC WITHIN 50'-0" AT GARAGE) CLASSIFICATION FIREEXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ONEACH FLOOR.3.2.ADDITIONAL FIRE EXTINGUISHERS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE DURINGFINAL INSPECTION.4.EACH DWELLING UNIT SHALL HAVE PERMANENTLY WIRED SMOKE ALARMS WITH BATTERY BACKUP INSIDE EACHBEDROOM AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO SLEEPING AREAS. SMOKEALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE UNIT.5.INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8.6.THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL NOT LESS ONE FOOTCANDLE AT WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED.7.SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A. ATPUBLIC AND COMMERCIAL AREAS OF THE BUILDING, SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALLCOMPLY WITH CBC CHAPTER 11B-703.5.8.EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OREFFORT PER CBC CH. 1010.1.9.9.ACCESS CONTROL NOT PERMITTED ON DOORS ALONG EGRESS ROUTE IN THE DIRECTION OF EGRESS.10.PER CBC 1026.3, FIRE DOORS IN HORIZONTAL EXITS SHALL BE SELF-CLOSING OR AUTOMATIC-CLOSING WHENACTIVATED BY A SMOKE DETECTOR IN ACCORDANCE WITH SECTION 716.2.6.6. DOORS, WHERE LOCATED IN ACROSS-CORRIDOR CONDITION, SHALL BE AUTOMATIC-CLOSING BY ACTIVATION OF A SMOKE DETECTOR INSTALLED INACCORDANCE WITH SECTION 716.2.6.6.1.THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING:A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND AND SHOWN BY SYMBOL)B. ELEVATOR NOT REQUIRED PER CBC 1009.2.1 AND EXCEPTION #1, ELEVATOR IS NOT REQUIRED AS ANACCESSIBLE MEANS OF EGRESS.C.INTERIOR STAIRWAYS: INTERIOR STAIRWAYS COMPLY WITH CBC 1009.3.2 EXCEPTION #1 AND CBC 1009.3.3EXCEPTION #2.REQUIRED STAIR WIDTH (CBC 1005.3.1)OCCUPANT LOAD X 0.3" = (REQ'D STAIR WIDTH)REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 )OCCUPANT LOAD X 0.2" = REQ'D WIDTH OF EGRESS COMPONENTSAREAS CALCULATEDS-2 EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 100 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1R-2 EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 125 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1A EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: VARIES BASED ON ROOM USECOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 75 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1B EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: VARIES BASED ON ROOM USECOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 100 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 300 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1M EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: (60 GROSS SF) PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 75 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVELDISTANCE SCHEDULE MOST REMOTE POINT TO EXITACCESSHORIZONTAL EXITEXIT AND OCCUPANT LOADOCCUPANT SPACE/FUNCTIONOCCUPANT LOAD SF/OCCUPANTOCCUPANCY TYPEFIRE EXTINGUISHER CABINET MAX.75'-0" O.C., SEE DETAILName10000 SF100R-250XX EXIT 00 HEXXXX.XXFLOOR AREA# OF OCCUPANTSF.E.C.STANDPIPEEXIT PLAN NOTESSYMBOL LEGENDACCESSIBLE MEANS OF EGRESSL = XX'CPET = XX'COMMON PATH OF EGRESS TRAVEL DISTANCEINTERIOR EXIT STAIRHORIZONTAL EXIT REFUGE AREAILLUMINATED EXIT SIGN PER CBC SECTION 1013TACTILE EXIT SIGN. REFER TO DETAIL 18/AD-71.REFER TO ENLARGED STAIR PLANS FOR ADDITIONALINFORMATION WHEN OCCURS AT A STAIR.MAXIMUM OCCUPANT LOAD SIGN PER CBC 1004.9REFER TO 12/AD-02.1.PHDOOR EQUIPPED WITH PANIC HARDWARE OR FIREEXIT HARDWARESCALE:13/32"=1'-0"BUILDING A - LEVEL 3 EXITING ANALYSIS06-21-23 RWSPFECLV ELECLV ELEC LVELECLVELECLVELEC LVELECELEC LV ELEC LVLVELECELECLV ELECLVLVELECLVELECLV ELEC LVELECLVELECLVELEC DNSTAIR A1UP 5%UP 5%UP 5%DOWN 5%FECFECFECDOWM 1.5%ñññ ñññ ññññ ñ ñEVEVEVEVEVEVEVEVEVEVFECñEVEVLVELECSTAIR A4STAIR A3STAIR A2UPDNDNUPHVACFECFECFEC DN3.1%155.04'154.56'154.56'DNUPSPDWELLING UNIT11262006R-2DWELLING UNIT11262006R-2DWELLING UNIT12502007R-2DWELLING UNIT11072006R-2DWELLING UNIT7052004R-2TRASH813001R-2DWELLING UNIT6692004R-2DWELLING UNIT7052004R-2DWELLING UNIT7052004R-2DWELLING UNIT4242003R-2DWELLING UNIT12512007R-2DWELLING UNIT6692004R-2DWELLING UNIT9092005R-2FIRE WALLHORIZONTAL EXIT AT FIREWALL PROVIDED FORACCESSIBLE MEANS OFEGRESS ONLY PER CBC1009.2.1 EXCEPTION 1. (2)WHEELCHAIR SPACESPROVIDEDEXIT31TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH300.26"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHTOTAL OCCUPANTSEGRESS WIDTH PER OCCUPSTAIR WIDTH300.3REQUIRED STAIR WIDTH9"PROPOSED STAIR WIDTH48"MIN. 33.4"36"TOTAL OCCUPANT LOAD ENTERING CORRIDOR = 9292 OCCUPANTS/3 EXITS =30/31 OCC. PER EXITEXIT30TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH310.26.2"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHTOTAL OCCUPANTSEGRESS WIDTH PER OCCUPSTAIR WIDTH310.3REQUIRED STAIR WIDTH9.3"PROPOSED STAIR WIDTH44"MIN. 33.4"36"L = 141'-4"CPET = 63'-7"L = 180'-2"CPET = 55'-8"12'-10"18'-2 1/2"DEAD END CORRIDOR MAX. = 50'CPET = 77'-5"CPET = 54'-5"DWELLING UNIT4242003R-2DWELLING UNIT10432006R-2DWELLING UNIT10432006R-2DWELLING UNIT12862007R-2DWELLING UNIT4902003R-2EXIT31DWELLING UNIT11262006R-2TOTAL OCCUPANTSEGRESS WIDTH PER OCCUPSTAIR WIDTH310.3REQUIRED STAIR WIDTH9.3"PROPOSED STAIR WIDTH48"TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH310.26.2"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHMIN. 33.4"36"CPET = 21'-6"L = 135'-1"CPET = 58'-7"PARKING21217200107S-2TOTAL PARKING OCCUPANT LOAD = 107107 OCCUPANTS/2 EXITS =53/54 OCC. PER EXITEXIT81L = 130'-2"TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH810.216.2"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHTOTAL OCCUPANTSEGRESS WIDTH PER OCCUPSTAIR WIDTH810.3REQUIRED STAIR WIDTH24.3"PROPOSED STAIR WIDTH44"MIN. 33.4"36"170'-6 19/64"1/3 OVERALL DIMENSION =107'-8"O V E R A L L D I A G O N A L D I M E N S I O N = 3 2 3 ' - 0 " 1/ 3 O V E R A L L D I M E N S I O N = 1 0 7 ' - 8 " A T L E A S T 2 E X I T S H A L L B E S E P A R A T E D B Y N O T L E S S T H A N 1 / 3 T H E O V E R A L L D I M E N S I O N - C B C S E C 1 0 0 7 . 1 . 1 OVERALL DIAGONAL DIMENSION = 204'-6"1/3 OVERALL DIMENSION = 68'-2"AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3THE OVERALL DIMENSION - CBC SEC 1007.1.1206'-0"1/3 OVERALL DIMENSION =68'-2"FIRE WALLL = 137'-8"EXIT53HORIZONTAL EXITHORIZONTAL EXIT PER CBC SECTION 1026 ANDCBC SECTION 1026.21. PROVIDE STANDPIPE AS REQUIRED PER CBCSECTION 905 AND PER CFC SECTION 905.4 #2.2. REFUGE AREA OF THE HORIZONTAL EXITPER CBC SEC. 1026.4TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH530.210.6"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHMIN. 33.4"36"STANDPIPE NOT REQUIRED AT THIS LOCATIONPER CBC 905.4 #2 EXCEPTION. HORIZONTALEXIT IS LOCATED 87'-11" FROM INTERIOR EXITSTAIR HOSE CONNECTION.53 occupants entering thehorizontal exit require 159 sq. ft ofrefuge + 111 sq ft for tenantsresiding in that zone=1084 sq. ft of refuge area provided27 FRMABOVE27 FRMABOVEBUILDING AREATOTALOCCUPANTLOADPARKING107APARTMENT92LEVEL 4 TOTAL1994'-10"6'-6"8'-11"5'-3" 7'-4" 6'-0" 6'-10 1/4"5'-2"6'-7"5'-0"7'-10"6'-10""EXITROUTE""EXITROUTE""EXITROUTE""EXITROUTE""TO EXIT""TO EXIT""TO EXIT""EXITSTAIRDOWN""EXITSTAIRDOWN""EXITSTAIRDOWN""EXITSTAIRDOWN"4'-7 1/2"92 occupantsrequire 18.4"of exit width54 THISLEVELPHPHPHPHPHPHPH48"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING A FOURTHFLOOR EXITINGANALYSISA0-343-HR FIRE WALL - SEE AD-261.REFER TO FIRE PROTECTION NOTES .1.1.PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM1.2.PROVIDE FIRE ALARM SYSTEM1.3.PROVIDE STANDPIPES2.PROVIDE MEANS OF EGRESS IDENTIFICATION PER CBC SECTION 1013:2.1.EXIT SIGNS (EXCEPT TACTILE SIGNS) SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED.2.2.TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATION (REFER TO SEGMENT FLOOR PLANSFOR SPECIFIC LOCATIONS):A)EACH GRADE LEVEL EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1013.4.B)EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1011.1, AND LEAD DIRECTLY TO A GRADE LEVELEXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP SHALL BE IDENTIFIED AS:i)"EXIT STAIR DOWN"ii)"EXIT RAMP DOWN"iii)"EXIT STAIR UP"iv)"EXIT RAMP UP"2.3 INTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.5.2.4EXTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.6.A)EXIT SIGN GRAPHICS SHALL COMPLY WITH CBC SECTION 1013.6.1.B)THE FACE OF EXIT SIGN SHALL BE ILLUMINATED WITH AN INTENSITY OF NO LESS THAN 5 FOOTCANDLES (45LUX).C)EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES.D)PROVIDE BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN CONFORMANCE WITH CBC SECTION 1013.6.3.2.5ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT CHANGE DURING FINALINSPECTION.3.PROVIDE FIRE EXTINGUISHERS:3.1.PROVIDE A MINIMUM OF ONE 2-A:10-B:C (2A:20BC WITHIN 50'-0" AT GARAGE) CLASSIFICATION FIREEXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ONEACH FLOOR.3.2.ADDITIONAL FIRE EXTINGUISHERS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE DURINGFINAL INSPECTION.4.EACH DWELLING UNIT SHALL HAVE PERMANENTLY WIRED SMOKE ALARMS WITH BATTERY BACKUP INSIDE EACHBEDROOM AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO SLEEPING AREAS. SMOKEALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE UNIT.5.INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8.6.THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL NOT LESS ONE FOOTCANDLE AT WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED.7.SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A. ATPUBLIC AND COMMERCIAL AREAS OF THE BUILDING, SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALLCOMPLY WITH CBC CHAPTER 11B-703.5.8.EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OREFFORT PER CBC CH. 1010.1.9.9.ACCESS CONTROL NOT PERMITTED ON DOORS ALONG EGRESS ROUTE IN THE DIRECTION OF EGRESS.10.PER CBC 1026.3, FIRE DOORS IN HORIZONTAL EXITS SHALL BE SELF-CLOSING OR AUTOMATIC-CLOSING WHENACTIVATED BY A SMOKE DETECTOR IN ACCORDANCE WITH SECTION 716.2.6.6. DOORS, WHERE LOCATED IN ACROSS-CORRIDOR CONDITION, SHALL BE AUTOMATIC-CLOSING BY ACTIVATION OF A SMOKE DETECTOR INSTALLED INACCORDANCE WITH SECTION 716.2.6.6.1.THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING:A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND AND SHOWN BY SYMBOL)B. ELEVATOR NOT REQUIRED PER CBC 1009.2.1 AND EXCEPTION #1, ELEVATOR IS NOT REQUIRED AS ANACCESSIBLE MEANS OF EGRESS.C.INTERIOR STAIRWAYS: INTERIOR STAIRWAYS COMPLY WITH CBC 1009.3.2 EXCEPTION #1 AND CBC 1009.3.3EXCEPTION #2.REQUIRED STAIR WIDTH (CBC 1005.3.1)OCCUPANT LOAD X 0.3" = (REQ'D STAIR WIDTH)REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 )OCCUPANT LOAD X 0.2" = REQ'D WIDTH OF EGRESS COMPONENTSAREAS CALCULATEDS-2 EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 100 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1R-2 EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 125 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1A EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: VARIES BASED ON ROOM USECOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 75 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1B EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: VARIES BASED ON ROOM USECOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 100 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 300 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1M EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: (60 GROSS SF) PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 75 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVELDISTANCE SCHEDULE MOST REMOTE POINT TO EXITACCESSHORIZONTAL EXITEXIT AND OCCUPANT LOADOCCUPANT SPACE/FUNCTIONOCCUPANT LOAD SF/OCCUPANTOCCUPANCY TYPEFIRE EXTINGUISHER CABINET MAX.75'-0" O.C., SEE DETAILName10000 SF100R-250XX EXIT 00 HEXXXX.XXFLOOR AREA# OF OCCUPANTSF.E.C.STANDPIPEEXIT PLAN NOTESSYMBOL LEGENDACCESSIBLE MEANS OF EGRESSL = XX'CPET = XX'COMMON PATH OF EGRESS TRAVEL DISTANCEINTERIOR EXIT STAIRHORIZONTAL EXIT REFUGE AREAILLUMINATED EXIT SIGN PER CBC SECTION 1013TACTILE EXIT SIGN. REFER TO DETAIL 18/AD-71.REFER TO ENLARGED STAIR PLANS FOR ADDITIONALINFORMATION WHEN OCCURS AT A STAIR.MAXIMUM OCCUPANT LOAD SIGN PER CBC 1004.9REFER TO 12/AD-02.1.PHDOOR EQUIPPED WITH PANIC HARDWARE OR FIREEXIT HARDWARESCALE:13/32"=1'-0"BUILDING A - LEVEL 4 EXITING ANALYSISA06-21-23 RWSPFECLVELECLVELEC ELEC LV ELEC LVLVELECELECLV ELECLVLVELECLVELECLV ELEC LVELECLVELECLVELEC LVELECLVELECLVELECTURN-AROUNDSPOTUP 5%UP 5%DOWN 5%FEC DOWN 1.6%ñññ ñññ ññññ ñ ñEVEVEVEVSTAIR A4STAIR A3LVELECUPDNDNLV ELECLVELECLV ELEC FECFECDNDOWN 4.5% FEC DNUPSPDWELLING UNIT11262006R-2DWELLING UNIT11262006R-2DWELLING UNIT12502007R-2DWELLING UNIT11072006R-2DWELLING UNIT7052004R-2TRASH813001R-2DWELLING UNIT10432006R-2DWELLING UNIT6692004R-2DWELLING UNIT6692004R-2DWELLING UNIT7052004R-2DWELLING UNIT7052004R-2DWELLING UNIT4242003R-2DWELLING UNIT12512007R-2DWELLING UNIT6692004R-2DWELLING UNIT9092005R-2FIRE WALLHORIZONTAL EXIT AT FIREWALL PROVIDED FORACCESSIBLE MEANS OFEGRESS ONLY PER CBC1009.2.1 EXCEPTION 1. (2)WHEELCHAIR SPACESPROVIDED.EXIT34TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH340.26.8"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHTOTAL OCCUPANTSEGRESS WIDTH PER OCCUPSTAIR WIDTH340.3REQUIRED STAIR WIDTH10.2"PROPOSED STAIR WIDTH48"MIN. 33.4"36"TOTAL OCCUPANT LOAD ENTERING CORRIDOR= 102102 OCCUPANTS/3 EXITS =34 OCC. PER EXITEXIT34TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH340.26.8"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHTOTAL OCCUPANTSEGRESS WIDTH PER OCCUPSTAIR WIDTH340.3REQUIRED STAIR WIDTH10.2"PROPOSED STAIR WIDTH44"MIN. 33.4"36"170'-6 19/64"1/3 OVERALL DIMENSION =107'-8"L = 218'-1"CPET = 63'-7"CPET = 58'-3"L = 180'-2"CPET = 55'-8"12'-10"18'-2 1/2"DEAD END CORRIDOR MAX. = 50'CPET = 77'-5"CPET = 54'-5"DWELLING UNIT4242003R-2DWELLING UNIT10432006R-2DWELLING UNIT10432006R-2DWELLING UNIT12862007R-2DWELLING UNIT4902003R-2EXIT34PARKING1047620053S-2TOTAL PARKING OCCUPANT LOAD = 5353 OCCUPANTS/2 EXITS =26/27 OCC. PER EXITAREA DOWN RAMP IS INCLUDEDAS PART OF LEVEL BELOWDWELLING UNIT11262006R-2TOTAL OCCUPANTSEGRESS WIDTH PER OCCUPSTAIR WIDTH340.3REQUIRED STAIR WIDTH10.2"PROPOSED STAIR WIDTH48"TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH340.26.8"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHMIN. 33.4"36"CPET = 84'-4"L = 135'-1"CPET = 58'-7"O V E R A L L D I A G O N A L D I M E N S I O N = 3 2 3 ' - 0 " 1/ 3 O V E R A L L D I M E N S I O N = 1 0 7 ' - 8 " A T L E A S T 2 E X I T S H A L L B E S E P A R A T E D B Y N O T L E S S T H A N 1 / 3 T H E O V E R A L L D I M E N S I O N - C B C S E C 1 0 0 7 . 1 . 1 O V E R A L L D I A G O N A L D I M E N S I O N = 1 4 9 ' - 0 " 1/ 3 O V E R A L L D I M E N S I O N = 4 9 ' - 8 " A T L E A S T 2 E X I T S H A L L B E S E P A R A T E D B Y N O T L E S S T H A N 1 / 3 T H E O V E R A L L D I M E N S I O N - C B C S E C 1 0 0 7 . 1 . 1206'-4 35/128"1/3 OVERALL DIMENSION =49'-8"FIRE WALLL = 145'-9"EXIT26HORIZONTAL EXITHORIZONTAL EXIT PER CBC SECTION 1026 ANDCBC SECTION 1026.21. PROVIDE STANDPIPE AS REQUIRED PER CBCSECTION 905 AND PER CFC SECTION 905.4 #2.2. REFUGE AREA OF THE HORIZONTAL EXITPER CBC SEC. 1026.4TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH260.25.2"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHMIN. 33.4"36"STANDPIPE NOT REQUIRED AT THIS LOCATIONPER CBC 905.4 #2 EXCEPTION. HORIZONTALEXIT IS LOCATED 87'-11" FROM INTERIOR EXITSTAIR HOSE CONNECTION.26 occupants entering thehorizontal exit require 78 sq. ft ofrefuge + 459 sq ft for tenantsresiding in that zone=1084 sq. ft of refuge area provided27REFER TO LEVEL BELOWFOR EXIT WIDTHCALCULATIONS AT STAIRBUILDING AREATOTALOCCUPANTLOADPARKING53APARTMENT102LEVEL 7 TOTAL1554'-10"6'-6"8'-11"5'-3" 7'-4" 6'-0" 6'-10 1/4"5'-2"6'-7"5'-0"7'-10"6'-10""EXITROUTE""EXITROUTE""EXITROUTE""EXITROUTE""TO EXIT""TO EXIT""TO EXIT""EXITSTAIRDOWN""EXITSTAIRDOWN""EXITSTAIRDOWN"4'-7 1/2"102 occupantsrequire 20.4"of exit widthPHPHPHPHPHPHPH48"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING A FIFTHFLOOR EXITINGANALYSISA0-353-HR FIRE WALL - SEE AD-261.REFER TO FIRE PROTECTION NOTES .1.1.PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM1.2.PROVIDE FIRE ALARM SYSTEM1.3.PROVIDE STANDPIPES2.PROVIDE MEANS OF EGRESS IDENTIFICATION PER CBC SECTION 1013:2.1.EXIT SIGNS (EXCEPT TACTILE SIGNS) SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED.2.2.TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATION (REFER TO SEGMENT FLOOR PLANSFOR SPECIFIC LOCATIONS):A)EACH GRADE LEVEL EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1013.4.B)EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1011.1, AND LEAD DIRECTLY TO A GRADE LEVELEXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP SHALL BE IDENTIFIED AS:i)"EXIT STAIR DOWN"ii)"EXIT RAMP DOWN"iii)"EXIT STAIR UP"iv)"EXIT RAMP UP"2.3 INTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.5.2.4EXTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.6.A)EXIT SIGN GRAPHICS SHALL COMPLY WITH CBC SECTION 1013.6.1.B)THE FACE OF EXIT SIGN SHALL BE ILLUMINATED WITH AN INTENSITY OF NO LESS THAN 5 FOOTCANDLES (45LUX).C)EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES.D)PROVIDE BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN CONFORMANCE WITH CBC SECTION 1013.6.3.2.5ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT CHANGE DURING FINALINSPECTION.3.PROVIDE FIRE EXTINGUISHERS:3.1.PROVIDE A MINIMUM OF ONE 2-A:10-B:C (2A:20BC WITHIN 50'-0" AT GARAGE) CLASSIFICATION FIREEXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ONEACH FLOOR.3.2.ADDITIONAL FIRE EXTINGUISHERS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE DURINGFINAL INSPECTION.4.EACH DWELLING UNIT SHALL HAVE PERMANENTLY WIRED SMOKE ALARMS WITH BATTERY BACKUP INSIDE EACHBEDROOM AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO SLEEPING AREAS. SMOKEALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE UNIT.5.INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8.6.THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL NOT LESS ONE FOOTCANDLE AT WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED.7.SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A. ATPUBLIC AND COMMERCIAL AREAS OF THE BUILDING, SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALLCOMPLY WITH CBC CHAPTER 11B-703.5.8.EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OREFFORT PER CBC CH. 1010.1.9.9.ACCESS CONTROL NOT PERMITTED ON DOORS ALONG EGRESS ROUTE IN THE DIRECTION OF EGRESS.10.PER CBC 1026.3, FIRE DOORS IN HORIZONTAL EXITS SHALL BE SELF-CLOSING OR AUTOMATIC-CLOSING WHENACTIVATED BY A SMOKE DETECTOR IN ACCORDANCE WITH SECTION 716.2.6.6. DOORS, WHERE LOCATED IN ACROSS-CORRIDOR CONDITION, SHALL BE AUTOMATIC-CLOSING BY ACTIVATION OF A SMOKE DETECTOR INSTALLED INACCORDANCE WITH SECTION 716.2.6.6.1.THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING:A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND AND SHOWN BY SYMBOL)B. ELEVATOR NOT REQUIRED PER CBC 1009.2.1 AND EXCEPTION #1, ELEVATOR IS NOT REQUIRED AS ANACCESSIBLE MEANS OF EGRESS.C.INTERIOR STAIRWAYS: INTERIOR STAIRWAYS COMPLY WITH CBC 1009.3.2 EXCEPTION #1 AND CBC 1009.3.3EXCEPTION #2.REQUIRED STAIR WIDTH (CBC 1005.3.1)OCCUPANT LOAD X 0.3" = (REQ'D STAIR WIDTH)REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 )OCCUPANT LOAD X 0.2" = REQ'D WIDTH OF EGRESS COMPONENTSAREAS CALCULATEDS-2 EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 100 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1R-2 EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 125 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1A EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: VARIES BASED ON ROOM USECOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 75 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1B EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: VARIES BASED ON ROOM USECOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 100 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 300 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1M EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: (60 GROSS SF) PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 75 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVELDISTANCE SCHEDULE MOST REMOTE POINT TO EXITACCESSHORIZONTAL EXITEXIT AND OCCUPANT LOADOCCUPANT SPACE/FUNCTIONOCCUPANT LOAD SF/OCCUPANTOCCUPANCY TYPEFIRE EXTINGUISHER CABINET MAX.75'-0" O.C., SEE DETAILName10000 SF100R-250XX EXIT 00 HEXXXX.XXFLOOR AREA# OF OCCUPANTSF.E.C.STANDPIPEEXIT PLAN NOTESSYMBOL LEGENDACCESSIBLE MEANS OF EGRESSL = XX'CPET = XX'COMMON PATH OF EGRESS TRAVEL DISTANCEINTERIOR EXIT STAIRHORIZONTAL EXIT REFUGE AREAILLUMINATED EXIT SIGN PER CBC SECTION 1013TACTILE EXIT SIGN. REFER TO DETAIL 18/AD-71.REFER TO ENLARGED STAIR PLANS FOR ADDITIONALINFORMATION WHEN OCCURS AT A STAIR.MAXIMUM OCCUPANT LOAD SIGN PER CBC 1004.9REFER TO 12/AD-02.1.PHDOOR EQUIPPED WITH PANIC HARDWARE OR FIREEXIT HARDWARESCALE:13/32"=1'-0"BUILDING A - LEVEL 5 EXITING ANALYSISA06-21-23 RWSPLVELECLVELEC ELEC LV ELEC LVLVELECELECLV ELECLVLVELECLVELECLV ELEC LVELECLVELECLVELEC LVELECLVELECLVELECTURN-AROUNDSPOTUP 5%UP 5%DOWN 5%FEC DOWN 1.6%ñññ ñññ ññññ ñ ñEVEVEVEVUPDNFECFECFECDNUPSPDWELLING UNIT11262006R-2DWELLING UNIT11262006R-2DWELLING UNIT12502007R-2DWELLING UNIT11072006R-2DWELLING UNIT7052004R-2TRASH813001R-2DWELLING UNIT10432006R-2DWELLING UNIT6692004R-2DWELLING UNIT6692004R-2DWELLING UNIT7052004R-2DWELLING UNIT7052004R-2DWELLING UNIT4242003R-2DWELLING UNIT12512007R-2DWELLING UNIT6692004R-2DWELLING UNIT9092005R-2ACCESSORY583001R-2FIRE WALLHORIZONTAL EXIT AT FIREWALL PROVIDED FORACCESSIBLE MEANS OFEGRESS ONLY PER CBC1009.2.1 EXCEPTION 1. (2)WHEELCHAIR SPACESPROVIDED.EXIT41TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH400.28"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHTOTAL OCCUPANTSEGRESS WIDTH PER OCCUPSTAIR WIDTH620.3REQUIRED STAIR WIDTH12"PROPOSED STAIR WIDTH48"MIN. 33.4"36"TOTAL OCCUPANT LOAD ENTERING CORRIDOR= 8181 OCCUPANTS/2 EXITS =40/41 OCC. PER EXITEXIT40TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH410.28.2"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHTOTAL OCCUPANTSEGRESS WIDTH PER OCCUPSTAIR WIDTH410.3REQUIRED STAIR WIDTH12.3"PROPOSED STAIR WIDTH44"MIN. 33.4"36"OVERALL D IAGONAL D IMENS ION = 255' -1 "1/3 OVERALL D IMENS ION = 85 ' -0 "AT LEAST 2 EX IT SHALL BE SEPARATEDBY NOT LESS THAN 1 /3THE OVERALL D IMENS ION - CBC SEC 1007 .1 .1170'-6 19/64"1/3 OVERALL DIMENSION = 85'-0"L = 218'-1"CPET = 63'-7"CPET = 58'-3"L = 180'-2"CPET = 55'-8"12'-10"18'-2 1/2"DEAD END CORRIDOR MAX. = 50'CPET = 77'-5"CPET = 54'-5"DWELLING UNIT4242003R-2DWELLING UNIT11262006R-2BUILDING AREATOTALOCCUPANTLOADLEVEL 6814'-10" 4'-10"6'-6"8'-11"5'-3" 7'-4" 6'-0"5'-2"6'-7"6'-10 1/4"5'-0""TO EXIT""TO EXIT""EXITSTAIRDOWN""EXITSTAIRDOWN"PHPHPHCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING A SIXTHFLOOR EXITINGANALYSISA0-363-HR FIRE WALL - SEE AD-261.REFER TO FIRE PROTECTION NOTES .1.1.PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM1.2.PROVIDE FIRE ALARM SYSTEM1.3.PROVIDE STANDPIPES2.PROVIDE MEANS OF EGRESS IDENTIFICATION PER CBC SECTION 1013:2.1.EXIT SIGNS (EXCEPT TACTILE SIGNS) SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED.2.2.TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATION (REFER TO SEGMENT FLOOR PLANSFOR SPECIFIC LOCATIONS):A)EACH GRADE LEVEL EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1013.4.B)EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1011.1, AND LEAD DIRECTLY TO A GRADE LEVELEXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP SHALL BE IDENTIFIED AS:i)"EXIT STAIR DOWN"ii)"EXIT RAMP DOWN"iii)"EXIT STAIR UP"iv)"EXIT RAMP UP"2.3 INTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.5.2.4EXTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.6.A)EXIT SIGN GRAPHICS SHALL COMPLY WITH CBC SECTION 1013.6.1.B)THE FACE OF EXIT SIGN SHALL BE ILLUMINATED WITH AN INTENSITY OF NO LESS THAN 5 FOOTCANDLES (45LUX).C)EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES.D)PROVIDE BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN CONFORMANCE WITH CBC SECTION 1013.6.3.2.5ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT CHANGE DURING FINALINSPECTION.3.PROVIDE FIRE EXTINGUISHERS:3.1.PROVIDE A MINIMUM OF ONE 2-A:10-B:C (2A:20BC WITHIN 50'-0" AT GARAGE) CLASSIFICATION FIREEXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ONEACH FLOOR.3.2.ADDITIONAL FIRE EXTINGUISHERS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE DURINGFINAL INSPECTION.4.EACH DWELLING UNIT SHALL HAVE PERMANENTLY WIRED SMOKE ALARMS WITH BATTERY BACKUP INSIDE EACHBEDROOM AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO SLEEPING AREAS. SMOKEALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE UNIT.5.INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8.6.THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL NOT LESS ONE FOOTCANDLE AT WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED.7.SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A. ATPUBLIC AND COMMERCIAL AREAS OF THE BUILDING, SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALLCOMPLY WITH CBC CHAPTER 11B-703.5.8.EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OREFFORT PER CBC CH. 1010.1.9.9.ACCESS CONTROL NOT PERMITTED ON DOORS ALONG EGRESS ROUTE IN THE DIRECTION OF EGRESS.10.PER CBC 1026.3, FIRE DOORS IN HORIZONTAL EXITS SHALL BE SELF-CLOSING OR AUTOMATIC-CLOSING WHENACTIVATED BY A SMOKE DETECTOR IN ACCORDANCE WITH SECTION 716.2.6.6. DOORS, WHERE LOCATED IN ACROSS-CORRIDOR CONDITION, SHALL BE AUTOMATIC-CLOSING BY ACTIVATION OF A SMOKE DETECTOR INSTALLED INACCORDANCE WITH SECTION 716.2.6.6.1.THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING:A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND AND SHOWN BY SYMBOL)B. ELEVATOR NOT REQUIRED PER CBC 1009.2.1 AND EXCEPTION #1, ELEVATOR IS NOT REQUIRED AS ANACCESSIBLE MEANS OF EGRESS.C.INTERIOR STAIRWAYS: INTERIOR STAIRWAYS COMPLY WITH CBC 1009.3.2 EXCEPTION #1 AND CBC 1009.3.3EXCEPTION #2.REQUIRED STAIR WIDTH (CBC 1005.3.1)OCCUPANT LOAD X 0.3" = (REQ'D STAIR WIDTH)REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 )OCCUPANT LOAD X 0.2" = REQ'D WIDTH OF EGRESS COMPONENTSAREAS CALCULATEDS-2 EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 100 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1R-2 EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 125 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1A EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: VARIES BASED ON ROOM USECOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 75 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1B EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: VARIES BASED ON ROOM USECOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 100 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 300 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1M EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: (60 GROSS SF) PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 75 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVELDISTANCE SCHEDULE MOST REMOTE POINT TO EXITACCESSHORIZONTAL EXITEXIT AND OCCUPANT LOADOCCUPANT SPACE/FUNCTIONOCCUPANT LOAD SF/OCCUPANTOCCUPANCY TYPEFIRE EXTINGUISHER CABINET MAX.75'-0" O.C., SEE DETAILName10000 SF100R-250XX EXIT 00 HEXXXX.XXFLOOR AREA# OF OCCUPANTSF.E.C.STANDPIPEEXIT PLAN NOTESSYMBOL LEGENDACCESSIBLE MEANS OF EGRESSL = XX'CPET = XX'COMMON PATH OF EGRESS TRAVEL DISTANCEINTERIOR EXIT STAIRHORIZONTAL EXIT REFUGE AREAILLUMINATED EXIT SIGN PER CBC SECTION 1013TACTILE EXIT SIGN. REFER TO DETAIL 18/AD-71.REFER TO ENLARGED STAIR PLANS FOR ADDITIONALINFORMATION WHEN OCCURS AT A STAIR.MAXIMUM OCCUPANT LOAD SIGN PER CBC 1004.9REFER TO 12/AD-02.1.PHDOOR EQUIPPED WITH PANIC HARDWARE OR FIREEXIT HARDWARESCALE:13/32"=1'-0"BUILDING A - LEVEL 6 EXITING ANALYSIS06-21-23 RWSPLVELECELEC LVELECLVELECLVLVELECLVELECLVELECLVELECLVELECLVELECSTAIR A4STAIR A3LVELECLVELECLV ELECDN DNELEVATOREQUIPMENTLVELEC FECFECFECUP 4.83%UP 4.83%SPDWELLING UNIT11262006R-2ROOF DECK5861540BDWELLING UNIT11262006R-2DWELLING UNIT12502007R-2DWELLING UNIT11072006R-2DWELLING UNIT7052004R-2TRASH813001R-2DWELLING UNIT10432006R-2DWELLING UNIT6692004R-2DWELLING UNIT6692004R-2DWELLING UNIT7052004R-2DWELLING UNIT7052004R-2DWELLING UNIT4242003R-2DWELLING UNIT12512007R-2DWELLING UNIT6692004R-2DWELLING UNIT9092005R-2ACCESSORY583001R-2FIRE WALLHORIZONTAL EXIT AT FIREWALL PROVIDED FORACCESSIBLE MEANS OFEGRESS ONLY PER CBC1009.2.1 EXCEPTION 1. (2)WHEELCHAIR SPACESPROVIDED.EXIT56TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH560.211.2"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHTOTAL OCCUPANTSEGRESS WIDTH PER OCCUPSTAIR WIDTH560.3REQUIRED STAIR WIDTH16.8"PROPOSED STAIR WIDTH48"MIN. 33.4"36"TOTAL OCCUPANT LOAD ENTERING CORRIDOR= 112112 OCCUPANTS/2 EXITS =56 OCC. PER EXITEXIT56TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH560.211.2"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHTOTAL OCCUPANTSEGRESS WIDTH PER OCCUPSTAIR WIDTH560.3REQUIRED STAIR WIDTH16.8"PROPOSED STAIR WIDTH44"MIN. 33.4"36"OVERALL D IAGONAL D IMENS ION = 255' -1 "1/3 OVERALL D IMENS ION = 85 ' -0 "AT LEAST 2 EX IT SHALL BE SEPARATEDBY NOT LESS THAN 1 /3THE OVERALL D IMENS ION - CBC SEC 1007 .1 .1170'-6 19/64"1/3 OVERALL DIMENSION = 85'-0"L = 218'-1"CPET = 63'-7"CPET = 92'-10"CPET = 58'-3"L = 180'-2"CPET = 55'-8"12'-10"18'-2 1/2"DEAD END CORRIDOR MAX. = 50'CPET = 77'-5"CPET = 54'-5"RWSPLVELECELEC LVELECLVELECLVLVELECLVELECLVELECLVELECLVELECLVELECSTAIR A4STAIR A3LVELECLVELECLV ELECDN DNELEVATOREQUIPMENTLVELEC FECFECFECUP 4.83%UP 4.83%SPREFER TO A0-38FOR ROOF DECKNET OCCUPIABLEAREA EXHIBITBUILDING AREATOTALOCCUPANTLOADLEVEL 71124'-10" 4'-10"5'-0"6'-7"5'-2"6'-10 1/4" 6'-0" 7'-4" 7'-4" 5'-3"8'-11"6'-6""TO EXIT""TO EXIT""EXITROUTE""EXITSTAIRDOWN""EXITSTAIRDOWN"PHPHPHCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING A SEVENTHFLOOR EXITINGANALYSISA0-373-HR FIRE WALL - SEE AD-261.REFER TO FIRE PROTECTION NOTES .1.1.PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM1.2.PROVIDE FIRE ALARM SYSTEM1.3.PROVIDE STANDPIPES2.PROVIDE MEANS OF EGRESS IDENTIFICATION PER CBC SECTION 1013:2.1.EXIT SIGNS (EXCEPT TACTILE SIGNS) SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED.2.2.TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATION (REFER TO SEGMENT FLOOR PLANSFOR SPECIFIC LOCATIONS):A)EACH GRADE LEVEL EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1013.4.B)EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1011.1, AND LEAD DIRECTLY TO A GRADE LEVELEXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP SHALL BE IDENTIFIED AS:i)"EXIT STAIR DOWN"ii)"EXIT RAMP DOWN"iii)"EXIT STAIR UP"iv)"EXIT RAMP UP"2.3 INTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.5.2.4EXTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.6.A)EXIT SIGN GRAPHICS SHALL COMPLY WITH CBC SECTION 1013.6.1.B)THE FACE OF EXIT SIGN SHALL BE ILLUMINATED WITH AN INTENSITY OF NO LESS THAN 5 FOOTCANDLES (45LUX).C)EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES.D)PROVIDE BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN CONFORMANCE WITH CBC SECTION 1013.6.3.2.5ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT CHANGE DURING FINALINSPECTION.3.PROVIDE FIRE EXTINGUISHERS:3.1.PROVIDE A MINIMUM OF ONE 2-A:10-B:C (2A:20BC WITHIN 50'-0" AT GARAGE) CLASSIFICATION FIREEXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ONEACH FLOOR.3.2.ADDITIONAL FIRE EXTINGUISHERS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE DURINGFINAL INSPECTION.4.EACH DWELLING UNIT SHALL HAVE PERMANENTLY WIRED SMOKE ALARMS WITH BATTERY BACKUP INSIDE EACHBEDROOM AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO SLEEPING AREAS. SMOKEALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE UNIT.5.INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8.6.THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL NOT LESS ONE FOOTCANDLE AT WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED.7.SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A. ATPUBLIC AND COMMERCIAL AREAS OF THE BUILDING, SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALLCOMPLY WITH CBC CHAPTER 11B-703.5.8.EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OREFFORT PER CBC CH. 1010.1.9.9.ACCESS CONTROL NOT PERMITTED ON DOORS ALONG EGRESS ROUTE IN THE DIRECTION OF EGRESS.10.PER CBC 1026.3, FIRE DOORS IN HORIZONTAL EXITS SHALL BE SELF-CLOSING OR AUTOMATIC-CLOSING WHENACTIVATED BY A SMOKE DETECTOR IN ACCORDANCE WITH SECTION 716.2.6.6. DOORS, WHERE LOCATED IN ACROSS-CORRIDOR CONDITION, SHALL BE AUTOMATIC-CLOSING BY ACTIVATION OF A SMOKE DETECTOR INSTALLED INACCORDANCE WITH SECTION 716.2.6.6.1.THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING:A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND AND SHOWN BY SYMBOL)B. ELEVATOR NOT REQUIRED PER CBC 1009.2.1 AND EXCEPTION #1, ELEVATOR IS NOT REQUIRED AS ANACCESSIBLE MEANS OF EGRESS.C.INTERIOR STAIRWAYS: INTERIOR STAIRWAYS COMPLY WITH CBC 1009.3.2 EXCEPTION #1 AND CBC 1009.3.3EXCEPTION #2.REQUIRED STAIR WIDTH (CBC 1005.3.1)OCCUPANT LOAD X 0.3" = (REQ'D STAIR WIDTH)REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 )OCCUPANT LOAD X 0.2" = REQ'D WIDTH OF EGRESS COMPONENTSAREAS CALCULATEDS-2 EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 100 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1R-2 EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 125 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1A EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: VARIES BASED ON ROOM USECOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 75 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1B EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: VARIES BASED ON ROOM USECOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 100 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 300 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1M EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: (60 GROSS SF) PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 75 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVELDISTANCE SCHEDULE MOST REMOTE POINT TO EXITACCESSHORIZONTAL EXITEXIT AND OCCUPANT LOADOCCUPANT SPACE/FUNCTIONOCCUPANT LOAD SF/OCCUPANTOCCUPANCY TYPEFIRE EXTINGUISHER CABINET MAX.75'-0" O.C., SEE DETAILName10000 SF100R-250XX EXIT 00 HEXXXX.XXFLOOR AREA# OF OCCUPANTSF.E.C.STANDPIPEEXIT PLAN NOTESSYMBOL LEGENDACCESSIBLE MEANS OF EGRESSL = XX'CPET = XX'COMMON PATH OF EGRESS TRAVEL DISTANCEINTERIOR EXIT STAIRHORIZONTAL EXIT REFUGE AREAILLUMINATED EXIT SIGN PER CBC SECTION 1013TACTILE EXIT SIGN. REFER TO DETAIL 18/AD-71.REFER TO ENLARGED STAIR PLANS FOR ADDITIONALINFORMATION WHEN OCCURS AT A STAIR.MAXIMUM OCCUPANT LOAD SIGN PER CBC 1004.9REFER TO 12/AD-02.1.PHDOOR EQUIPPED WITH PANIC HARDWARE OR FIREEXIT HARDWARESCALE:13/32"=1'-0"BUILDING A - LEVEL 7 EXITING ANALYSIS06-21-23 CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING A ROOFDECK AREA EXHIBITA0-38SCALE:1NTSROOF DECK OCCUPANCY EXHIBIT06-21-23 CORRIDORVENTILATIONSHAFTCORRIDORVENTILATIONSHAFTCORRIDORVENTILATIONSHAFTSPSPFECFECFECFEC ELECLVELECLV ELECLVELECLV LV ELECLVELECLVELECELEC LVLVELECLVELECLVELECLVELECUPUPUPUPRWUP 5%UP 5%VANUP 5%UP 2%GPARCELñ ññ ññññ ñññññFEC FECFECUSPSUP 3% 3.5%4.0%ELECTRICALROOMSTAIR B1STAIR B2STAIR B3STAIR B4ELEV. B1ELEV. B2ELECLVUPDN 6.5%UPDNUPUPDN 6.07%UPGGDN 8% DN 4.67%ELEC LVDN 4.67%DN 4.67%DN 4.67%UPDWELLING UNIT4852003R-2DWELLING UNIT11272006R-2DWELLING UNIT6692004R-2DWELLING UNIT6902004R-2DWELLING UNIT12622007R-2DWELLING UNIT9082005R-2DWELLING UNIT11272006R-2DWELLING UNIT14362008R-2DWELLING UNIT6692004R-2DWELLING UNIT6692004R-2DWELLING UNIT14362008R-2DWELLING UNIT10152006R-2DWELLING UNIT9532005R-2DWELLING UNIT11272006R-2TRASH1273001R-2ACCESSORY873001R-2MPOE2063001R-2EXIT41STAIR 1TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH410.28.2"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHMIN. 33.4"36"EXIT41STAIR 4EXIT42STAIR 3TOTAL OCCUPANT LOAD ENTERING CORRIDOR= 124124 OCCUPANTS/3 EXITS =41/42 OCC. PER EXITFIRE WALLFIRE WALLCPET = 63'-2"CPET = 62'-9"CPET = 52'-9"L = 107'-8"L = 182'-11"L = 177'-7"OVERALL DIAGONAL DIMENSION = 309'-3 77/256"1/3 OVERALL DIMENSION = 103'-2"AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3THE OVERALL DIMENSION - CBC SEC 1007.1.1234'-4 37/256"1/3 OVERALL DIMENSION = 103'-2"STAIR 2PARKING1656220083S-2TOTAL PARKING OCCUPANT LOAD = 8787 OCCUPANTS/2 EXITS =43/44 OCC. PER EXITEXIT30TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH510.210.2"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHMIN. 33.4"36"OV ER A L L D I AGON A L D IM EN S ION = 207'-6 23 /32 "1/3 OVERALL D IMENS ION = 68 ' -11 "AT LEAST 2 EX IT SHALL BE SEPARATEDBY NOT LESS THAN 1 /3THE OVERALL D IMENS ION - CBC SEC 1007 .1 .1105'-4 9/128"1/3 OVERALL DIMENSION = 68'-11"CPET = 28'-7"L = 105'-7"L = 147'-3"CHUTE DISCHARGE3533002R-2FIRE PUMP1603001S-2BOOSTER PUMP1703001S-2BIKE STORAGE4353002S-2EXIT30EXITDISCHARGE MAIL4623002R-2ELECTRICAL RM3403002R-24128 FRMABV EXITDISCHARGETOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH420.28.4"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHMIN. 33.4"36"4229 FRMABVEXITDISCHARGE4128 FRMABVEXITDISCHARGETOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH300.26"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHMIN. 33.4"36"TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH300.26"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHMIN. 33.4"36"EXITDISCHARGE5151 FRMABVDINING AREA5251535A-3FIRE PIT5461537A-3TOTAL COURTYARD OCCUPANT LOAD = 7272 OCCUPANTS/4 EXITS =36 OCC. PER EXITEXIT3636TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH360.27.2"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHMIN. 33.4"36"TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH410.28.2"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHMIN. 33.4"36"OVERALL DIAGONAL DIMENSION = 79'-0 33/256"1/3 OVERALL DIMENSION = 26'-4"AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3THE OVERALL DIMENSION - CBC SEC 1007.1.177'-3 187/256"1/3 OVERALL DIMENSION = 26'-4"BUILDING AREATOTALOCCUPANTLOADPARKING89APARTMENT88LEVEL 1 TOTAL1757'-7 1/2"11'-2 1/2"6'-5 1/2"5'-6 1/2"6'-0"6'-7" 7'-4"6'-0"11'-5"10'-5"6'-2 1/2"HORIZONTAL EXIT AT FIREWALL PROVIDED FORACCESSIBLE MEANS OFEGRESS ONLY PER CBC1009.2.1 EXCEPTION 1. (2)WHEELCHAIR SPACESPROVIDED4'-10" 4'-10""TO EXIT""TO EXIT""EXIT""EXIT""EXIT""EXIT""EXIT""EXIT""EXITSTAIRDOWN""EXITSTAIRDOWN""EXITRAMPDOWN""EXITSTAIRDOWN""EXITROUTE""EXITROUTE""EXITROUTE"CPET = 47'-0"CPET = 46'-3"LOADING7573003R-2PHPHPHPHPHPHPHPHPHPHPHPHPHPHPHCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING B FIRSTFLOOR EXITINGANALYSISA0-41SCALE:13/32"=1'-0"BUILDING B - LEVEL 1 EXITING ANALYSIS3-HR FIRE WALL - SEE AD-261.REFER TO FIRE PROTECTION NOTES .1.1.PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM1.2.PROVIDE FIRE ALARM SYSTEM1.3.PROVIDE STANDPIPES2.PROVIDE MEANS OF EGRESS IDENTIFICATION PER CBC SECTION 1013:2.1.EXIT SIGNS (EXCEPT TACTILE SIGNS) SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED.2.2.TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATION (REFER TO SEGMENT FLOOR PLANSFOR SPECIFIC LOCATIONS):A)EACH GRADE LEVEL EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1013.4.B)EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1011.1, AND LEAD DIRECTLY TO A GRADE LEVELEXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP SHALL BE IDENTIFIED AS:i)"EXIT STAIR DOWN"ii)"EXIT RAMP DOWN"iii)"EXIT STAIR UP"iv)"EXIT RAMP UP"2.3 INTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.5.2.4EXTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.6.A)EXIT SIGN GRAPHICS SHALL COMPLY WITH CBC SECTION 1013.6.1.B)THE FACE OF EXIT SIGN SHALL BE ILLUMINATED WITH AN INTENSITY OF NO LESS THAN 5 FOOTCANDLES (45LUX).C)EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES.D)PROVIDE BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN CONFORMANCE WITH CBC SECTION 1013.6.3.2.5ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT CHANGE DURING FINALINSPECTION.3.PROVIDE FIRE EXTINGUISHERS:3.1.PROVIDE A MINIMUM OF ONE 2-A:10-B:C (2A:20BC WITHIN 50'-0" AT GARAGE) CLASSIFICATION FIREEXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ONEACH FLOOR.3.2.ADDITIONAL FIRE EXTINGUISHERS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE DURINGFINAL INSPECTION.4.EACH DWELLING UNIT SHALL HAVE PERMANENTLY WIRED SMOKE ALARMS WITH BATTERY BACKUP INSIDE EACHBEDROOM AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO SLEEPING AREAS. SMOKEALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE UNIT.5.INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8.6.THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL NOT LESS ONE FOOTCANDLE AT WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED.7.SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A. ATPUBLIC AND COMMERCIAL AREAS OF THE BUILDING, SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALLCOMPLY WITH CBC CHAPTER 11B-703.5.8.EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OREFFORT PER CBC CH. 1010.1.9.9.ACCESS CONTROL NOT PERMITTED ON DOORS ALONG EGRESS ROUTE IN THE DIRECTION OF EGRESS.10.PER CBC 1026.3, FIRE DOORS IN HORIZONTAL EXITS SHALL BE SELF-CLOSING OR AUTOMATIC-CLOSING WHENACTIVATED BY A SMOKE DETECTOR IN ACCORDANCE WITH SECTION 716.2.6.6. DOORS, WHERE LOCATED IN ACROSS-CORRIDOR CONDITION, SHALL BE AUTOMATIC-CLOSING BY ACTIVATION OF A SMOKE DETECTOR INSTALLED INACCORDANCE WITH SECTION 716.2.6.6.1.THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING:A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND AND SHOWN BY SYMBOL)B. ELEVATOR NOT REQUIRED PER CBC 1009.2.1 AND EXCEPTION #1, ELEVATOR IS NOT REQUIRED AS ANACCESSIBLE MEANS OF EGRESS.C.INTERIOR STAIRWAYS: INTERIOR STAIRWAYS COMPLY WITH CBC 1009.3.2 EXCEPTION #1 AND CBC 1009.3.3EXCEPTION #2.REQUIRED STAIR WIDTH (CBC 1005.3.1)OCCUPANT LOAD X 0.3" = (REQ'D STAIR WIDTH)REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 )OCCUPANT LOAD X 0.2" = REQ'D WIDTH OF EGRESS COMPONENTSAREAS CALCULATEDS-2 EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 100 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1R-2 EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 125 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1A EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: VARIES BASED ON ROOM USECOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 75 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1B EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: VARIES BASED ON ROOM USECOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 100 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 300 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1M EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: (60 GROSS SF) PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 75 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVELDISTANCE SCHEDULE MOST REMOTE POINT TO EXITACCESSHORIZONTAL EXITEXIT AND OCCUPANT LOADOCCUPANT SPACE/FUNCTIONOCCUPANT LOAD SF/OCCUPANTOCCUPANCY TYPEFIRE EXTINGUISHER CABINET MAX.75'-0" O.C., SEE DETAILName10000 SF100R-250XX EXIT 00 HEXXXX.XXFLOOR AREA# OF OCCUPANTSF.E.C.STANDPIPEEXIT PLAN NOTESSYMBOL LEGENDACCESSIBLE MEANS OF EGRESSL = XX'CPET = XX'COMMON PATH OF EGRESS TRAVEL DISTANCEINTERIOR EXIT STAIRHORIZONTAL EXIT REFUGE AREAILLUMINATED EXIT SIGN PER CBC SECTION 1013TACTILE EXIT SIGN. REFER TO DETAIL 18/AD-71.REFER TO ENLARGED STAIR PLANS FOR ADDITIONALINFORMATION WHEN OCCURS AT A STAIR.MAXIMUM OCCUPANT LOAD SIGN PER CBC 1004.9REFER TO 12/AD-02.1.PHDOOR EQUIPPED WITH PANIC HARDWARE OR FIREEXIT HARDWARE06-21-23 CORRIDORVENTILATIONSHAFTCORRIDORVENTILATIONSHAFTCORRIDORVENTILATIONSHAFTSPSPFECFECFECFEC ELECLVELECLV ELECLVELECLV LV ELECLVELECLVELECELEC LVLVELECLVELECRW G UP 5%RAMP UP93' (RUN) (5% SLOPE) = 4.65' (RISE)UP 3.5%DN 5%OPEN TO BELOWVANUP 5%UPDNUPEVEVEVEVEV EV EVEVñ ññ ññññ ññññ ñFEC FECFECFECEVEVEVEV EV EVEVEVEVEVEVEVEVELECLVLVELECLVELECSTAIR B1STAIR B2STAIR B3STAIR B4ELEV. B1ELEV. B2UPDNLV ELEC UPUPDNDNUPDWELLING UNIT4852003R-2DWELLING UNIT11272006R-2DWELLING UNIT10432006R-2DWELLING UNIT6692004R-2DWELLING UNIT12622007R-2DWELLING UNIT9082005R-2DWELLING UNIT11272006R-2DWELLING UNIT14362008R-2DWELLING UNIT10432006R-2DWELLING UNIT6692004R-2DWELLING UNIT14362008R-2DWELLING UNIT12622007R-2DWELLING UNIT9532005R-2DWELLING UNIT11272006R-2TRASH1273001R-2ACCESSORY873001R-2ACCESSORY1573001R-2ACCESSORY793001R-2TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH450.29"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHTOTAL OCCUPANTSEGRESS WIDTH PER OCCUPSTAIR WIDTH450.3REQUIRED STAIR WIDTH13.5"PROPOSED STAIR WIDTH48"MIN. 33.4"36"EXIT28STAIR 1TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH280.25.6"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHTOTAL OCCUPANTSEGRESS WIDTH PER OCCUPSTAIR WIDTH280.3REQUIRED STAIR WIDTH8.4"PROPOSED STAIR WIDTH48"MIN. 33.4"36"EXIT28STAIR 4EXIT29TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH290.25.8"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHTOTAL OCCUPANTSEGRESS WIDTH PER OCCUPSTAIR WIDTH290.3REQUIRED STAIR WIDTH8.7"PROPOSED STAIR WIDTH48"MIN. 33.4"36"STAIR 3TOTAL OCCUPANT LOAD ENTERING CORRIDOR= 8585 OCCUPANTS/3 EXITS =28/29 OCC. PER EXITFIRE WALLHORIZONTAL EXIT AT FIREWALL PROVIDED FORACCESSIBLE MEANS OFEGRESS ONLY PER CBC1009.2.1 EXCEPTION 1. (2)WHEELCHAIR SPACESPROVIDEDFIRE WALLCPET = 63'-2"CPET = 62'-9"CPET = 52'-9"L = 115'-5"L = 194'-4"CPET = 48'-7"L = 177'-8"OVERALL DIAGONAL DIMENSION = 310'-4 69/128"1/3 OVERALL DIMENSION = 103'-2"AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3THE OVERALL DIMENSION - CBC SEC 1007.1.1236'-0 27/256"1/3 OVERALL DIMENSION = 103'-2"STAIR 2PARKING1927420097S-2TOTAL PARKING OCCUPANT LOAD = 9797 OCCUPANTS/2 EXITS =48/49 OCC. PER EXITEXIT49TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH490.29.8"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHTOTAL OCCUPANTSEGRESS WIDTH PER OCCUPSTAIR WIDTH490.3REQUIRED STAIR WIDTH14.7"PROPOSED STAIR WIDTH44"MIN. 33.4"36"OV ER A L L D I AGON A L D IM EN S ION = 207'-6 23 /32 "1/3 OVERALL D IMENS ION = 68 ' -11 "AT LEAST 2 EX IT SHALL BE SEPARATEDBY NOT LESS THAN 1 /3THE OVERALL D IMENS ION - CBC SEC 1007 .1 .1176'-3 217 /256 "1/3 OVERALL D IMENS ION = 68 ' -11 "CPET = 28'-7"L = 181'-4"4'-10" 4'-10"EXIT48L = 160'-4"HORIZONTAL EXITHORIZONTAL EXIT PER CBC SECTION 1026 ANDCBC SECTION 1026.21. PROVIDE STANDPIPE AS REQUIRED PER CBCSECTION 905 AND PER CFC SECTION 905.4 #2.2. REFUGE AREA OF THE HORIZONTAL EXITPER CBC SEC. 1026.4TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH480.29.6"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHMIN. 33.4"36"STANDPIPE NOT REQUIRED AT THIS LOCATIONPER CBC 905.4 #2 EXCEPTION. HORIZONTALEXIT IS LOCATED 90'-5" FROM INTERIOR EXITSTAIR HOSE CONNECTION.51 occupants entering thehorizontal exit require 144 sq. ft ofrefuge + 66 sq ft for tenantsresiding in that zone=883 sq. ft of refuge area providedBUILDING AREATOTALOCCUPANTLOADPARKING97APARTMENT85LEVEL 2 TOTAL1827'-7 1/2"11'-2 1/2"6'-5 1/2"5'-6 1/2"6'-0"6'-7" 7'-4"6'-0""TO EXIT""TO EXIT""EXITROUTE""EXITROUTE""TO EXIT""EXITSTAIRDOWN""EXITSTAIRDOWN""EXITSTAIRDOWN""EXITSTAIRDOWN"CPET = 47'-0"CPET = 57'-7"3'-11"85 occupantsrequire 17" ofexit widthPHPHPHPHPHPHCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING B SECONDFLOOR EXITINGANALYSISA0-42SCALE:13/32"=1'-0"BUILDING B - LEVEL 2 EXITING ANALYSIS3-HR FIRE WALL - SEE AD-261.REFER TO FIRE PROTECTION NOTES .1.1.PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM1.2.PROVIDE FIRE ALARM SYSTEM1.3.PROVIDE STANDPIPES2.PROVIDE MEANS OF EGRESS IDENTIFICATION PER CBC SECTION 1013:2.1.EXIT SIGNS (EXCEPT TACTILE SIGNS) SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED.2.2.TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATION (REFER TO SEGMENT FLOOR PLANSFOR SPECIFIC LOCATIONS):A)EACH GRADE LEVEL EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1013.4.B)EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1011.1, AND LEAD DIRECTLY TO A GRADE LEVELEXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP SHALL BE IDENTIFIED AS:i)"EXIT STAIR DOWN"ii)"EXIT RAMP DOWN"iii)"EXIT STAIR UP"iv)"EXIT RAMP UP"2.3 INTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.5.2.4EXTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.6.A)EXIT SIGN GRAPHICS SHALL COMPLY WITH CBC SECTION 1013.6.1.B)THE FACE OF EXIT SIGN SHALL BE ILLUMINATED WITH AN INTENSITY OF NO LESS THAN 5 FOOTCANDLES (45LUX).C)EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES.D)PROVIDE BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN CONFORMANCE WITH CBC SECTION 1013.6.3.2.5ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT CHANGE DURING FINALINSPECTION.3.PROVIDE FIRE EXTINGUISHERS:3.1.PROVIDE A MINIMUM OF ONE 2-A:10-B:C (2A:20BC WITHIN 50'-0" AT GARAGE) CLASSIFICATION FIREEXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ONEACH FLOOR.3.2.ADDITIONAL FIRE EXTINGUISHERS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE DURINGFINAL INSPECTION.4.EACH DWELLING UNIT SHALL HAVE PERMANENTLY WIRED SMOKE ALARMS WITH BATTERY BACKUP INSIDE EACHBEDROOM AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO SLEEPING AREAS. SMOKEALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE UNIT.5.INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8.6.THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL NOT LESS ONE FOOTCANDLE AT WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED.7.SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A. ATPUBLIC AND COMMERCIAL AREAS OF THE BUILDING, SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALLCOMPLY WITH CBC CHAPTER 11B-703.5.8.EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OREFFORT PER CBC CH. 1010.1.9.9.ACCESS CONTROL NOT PERMITTED ON DOORS ALONG EGRESS ROUTE IN THE DIRECTION OF EGRESS.10.PER CBC 1026.3, FIRE DOORS IN HORIZONTAL EXITS SHALL BE SELF-CLOSING OR AUTOMATIC-CLOSING WHENACTIVATED BY A SMOKE DETECTOR IN ACCORDANCE WITH SECTION 716.2.6.6. DOORS, WHERE LOCATED IN ACROSS-CORRIDOR CONDITION, SHALL BE AUTOMATIC-CLOSING BY ACTIVATION OF A SMOKE DETECTOR INSTALLED INACCORDANCE WITH SECTION 716.2.6.6.1.THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING:A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND AND SHOWN BY SYMBOL)B. ELEVATOR NOT REQUIRED PER CBC 1009.2.1 AND EXCEPTION #1, ELEVATOR IS NOT REQUIRED AS ANACCESSIBLE MEANS OF EGRESS.C.INTERIOR STAIRWAYS: INTERIOR STAIRWAYS COMPLY WITH CBC 1009.3.2 EXCEPTION #1 AND CBC 1009.3.3EXCEPTION #2.REQUIRED STAIR WIDTH (CBC 1005.3.1)OCCUPANT LOAD X 0.3" = (REQ'D STAIR WIDTH)REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 )OCCUPANT LOAD X 0.2" = REQ'D WIDTH OF EGRESS COMPONENTSAREAS CALCULATEDS-2 EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 100 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1R-2 EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 125 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1A EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: VARIES BASED ON ROOM USECOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 75 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1B EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: VARIES BASED ON ROOM USECOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 100 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 300 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1M EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: (60 GROSS SF) PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 75 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVELDISTANCE SCHEDULE MOST REMOTE POINT TO EXITACCESSHORIZONTAL EXITEXIT AND OCCUPANT LOADOCCUPANT SPACE/FUNCTIONOCCUPANT LOAD SF/OCCUPANTOCCUPANCY TYPEFIRE EXTINGUISHER CABINET MAX.75'-0" O.C., SEE DETAILName10000 SF100R-250XX EXIT 00 HEXXXX.XXFLOOR AREA# OF OCCUPANTSF.E.C.STANDPIPEEXIT PLAN NOTESSYMBOL LEGENDACCESSIBLE MEANS OF EGRESSL = XX'CPET = XX'COMMON PATH OF EGRESS TRAVEL DISTANCEINTERIOR EXIT STAIRHORIZONTAL EXIT REFUGE AREAILLUMINATED EXIT SIGN PER CBC SECTION 1013TACTILE EXIT SIGN. REFER TO DETAIL 18/AD-71.REFER TO ENLARGED STAIR PLANS FOR ADDITIONALINFORMATION WHEN OCCURS AT A STAIR.MAXIMUM OCCUPANT LOAD SIGN PER CBC 1004.9REFER TO 12/AD-02.1.PHDOOR EQUIPPED WITH PANIC HARDWARE OR FIREEXIT HARDWARE06-21-23 SPSPFECFECFECFEC ELECLVELECLV ELECLVELECLV LV ELECLVELECLVELECLV ELEC ELEC LVLVELECLVELECRW G UP 5%UP 5%UP 3.5%DN 5%UPDNUPEVEVñ ññ ññññ ññññ ñFEC FECFECFECEVEVEVEVEV EV EVEV EV EVEVEVEVEVEVEVEVEVELECLVLVELECLVELECSTAIR B1STAIR B2STAIR B3STAIR B4ELEV. B1ELEV. B2UPDNDNUPUPUPDNDWELLING UNIT4852003R-2DWELLING UNIT11272006R-2DWELLING UNIT10432006R-2DWELLING UNIT6692004R-2DWELLING UNIT12622007R-2DWELLING UNIT9082005R-2DWELLING UNIT11272006R-2DWELLING UNIT14362008R-2DWELLING UNIT10432006R-2DWELLING UNIT6692004R-2DWELLING UNIT14362008R-2DWELLING UNIT12622007R-2DWELLING UNIT9532005R-2DWELLING UNIT11272006R-2TRASH1273001R-2ACCESSORY873001R-2ACCESSORY1573001R-2ACCESSORY793001R-2TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH280.25.6"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHTOTAL OCCUPANTSEGRESS WIDTH PER OCCUPSTAIR WIDTH280.3REQUIRED STAIR WIDTH8.4"PROPOSED STAIR WIDTH48"MIN. 33.4"36"EXIT28STAIR 1TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH280.25.6"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHTOTAL OCCUPANTSEGRESS WIDTH PER OCCUPSTAIR WIDTH280.3REQUIRED STAIR WIDTH8.4"PROPOSED STAIR WIDTH48"MIN. 33.4"36"EXIT28STAIR 4EXIT29TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH290.25.8"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHTOTAL OCCUPANTSEGRESS WIDTH PER OCCUPSTAIR WIDTH280.3REQUIRED STAIR WIDTH8.7"PROPOSED STAIR WIDTH48"MIN. 33.4"36"STAIR 3TOTAL OCCUPANT LOAD ENTERING CORRIDOR = 8585 OCCUPANTS/3 EXITS =28/29 OCC. PER EXITFIRE WALLHORIZONTAL EXIT AT FIREWALL PROVIDED FORACCESSIBLE MEANS OFEGRESS ONLY PER CBC1009.2.1 EXCEPTION 1. (2)WHEELCHAIR SPACESPROVIDEDFIRE WALLCPET = 63'-2"CPET = 62'-9"CPET = 52'-9"L = 115'-5"L = 194'-4"CPET = 48'-7"L = 177'-8"OVERALL DIAGONAL DIMENSION = 310'-4 139/256"1/3 OVERALL DIMENSION = 103'-2"AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3THE OVERALL DIMENSION - CBC SEC 1007.1.1236'-0 27/256"1/3 OVERALL DIMENSION = 103'-2"STAIR 2PARKING20373200102S-2TOTAL PARKING OCCUPANT LOAD = 102102 OCCUPANTS/2 EXITS =51 OCC. PER EXITEXIT51TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH510.210.2"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHTOTAL OCCUPANTSEGRESS WIDTH PER OCCUPSTAIR WIDTH510.3REQUIRED STAIR WIDTH15.3"PROPOSED STAIR WIDTH44"MIN. 33.4"36"OV ER A L L D I AGON A L D IM EN S ION = 207'-6 23 /32 "1/3 OVERALL D IMENS ION = 68 ' -11 "AT LEAST 2 EX IT SHALL BE SEPARATEDBY NOT LESS THAN 1 /3THE OVERALL D IMENS ION - CBC SEC 1007 .1 .1177'-7 193 /256 "1/3 OVERALL D IMENS ION = 68 ' -11 "L = 111'-0"4'-10" 4'-10"EXIT51L = 168'-6"HORIZONTAL EXITHORIZONTAL EXIT PER CBC SECTION 1026 ANDCBC SECTION 1026.21. PROVIDE STANDPIPE AS REQUIRED PER CBCSECTION 905 AND PER CFC SECTION 905.4 #2.2. REFUGE AREA OF THE HORIZONTAL EXITPER CBC SEC. 1026.4TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH510.210.2"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHMIN. 33.4"36"STANDPIPE NOT REQUIRED AT THIS LOCATIONPER CBC 905.4 #2 EXCEPTION. HORIZONTALEXIT IS LOCATED 90'-5" FROM INTERIOR EXITSTAIR HOSE CONNECTION.51 occupants entering thehorizontal exit require 153 sq. ft ofrefuge + 66 sq ft for tenantsresiding in that zone=883 sq. ft of refuge area providedBUILDING AREATOTALOCCUPANTLOADPARKING102APARTMENT85LEVEL 3 TOTAL1877'-7 1/2"11'-2 1/2"6'-5 1/2"5'-6 1/2"6'-0"6'-7" 7'-4"6'-0""TO EXIT""TO EXIT""EXITROUTE""EXITROUTE""EXITSTAIRDOWN""EXITSTAIRDOWN""EXITSTAIRDOWN""EXITSTAIRDOWN""TO EXIT"CPET = 47'-0"CPET = 57'-7"3'-11"85 occupantsrequire 17" ofexit widthPHPHPHPHPHPHPHCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING B THIRDFLOOR EXITINGANALYSISA0-43SCALE:13/32"=1'-0"BUILDING B - LEVEL 3 EXITING ANALYSIS3-HR FIRE WALL - SEE AD-261.REFER TO FIRE PROTECTION NOTES .1.1.PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM1.2.PROVIDE FIRE ALARM SYSTEM1.3.PROVIDE STANDPIPES2.PROVIDE MEANS OF EGRESS IDENTIFICATION PER CBC SECTION 1013:2.1.EXIT SIGNS (EXCEPT TACTILE SIGNS) SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED.2.2.TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATION (REFER TO SEGMENT FLOOR PLANSFOR SPECIFIC LOCATIONS):A)EACH GRADE LEVEL EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1013.4.B)EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1011.1, AND LEAD DIRECTLY TO A GRADE LEVELEXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP SHALL BE IDENTIFIED AS:i)"EXIT STAIR DOWN"ii)"EXIT RAMP DOWN"iii)"EXIT STAIR UP"iv)"EXIT RAMP UP"2.3 INTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.5.2.4EXTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.6.A)EXIT SIGN GRAPHICS SHALL COMPLY WITH CBC SECTION 1013.6.1.B)THE FACE OF EXIT SIGN SHALL BE ILLUMINATED WITH AN INTENSITY OF NO LESS THAN 5 FOOTCANDLES (45LUX).C)EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES.D)PROVIDE BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN CONFORMANCE WITH CBC SECTION 1013.6.3.2.5ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT CHANGE DURING FINALINSPECTION.3.PROVIDE FIRE EXTINGUISHERS:3.1.PROVIDE A MINIMUM OF ONE 2-A:10-B:C (2A:20BC WITHIN 50'-0" AT GARAGE) CLASSIFICATION FIREEXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ONEACH FLOOR.3.2.ADDITIONAL FIRE EXTINGUISHERS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE DURINGFINAL INSPECTION.4.EACH DWELLING UNIT SHALL HAVE PERMANENTLY WIRED SMOKE ALARMS WITH BATTERY BACKUP INSIDE EACHBEDROOM AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO SLEEPING AREAS. SMOKEALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE UNIT.5.INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8.6.THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL NOT LESS ONE FOOTCANDLE AT WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED.7.SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A. ATPUBLIC AND COMMERCIAL AREAS OF THE BUILDING, SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALLCOMPLY WITH CBC CHAPTER 11B-703.5.8.EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OREFFORT PER CBC CH. 1010.1.9.9.ACCESS CONTROL NOT PERMITTED ON DOORS ALONG EGRESS ROUTE IN THE DIRECTION OF EGRESS.10.PER CBC 1026.3, FIRE DOORS IN HORIZONTAL EXITS SHALL BE SELF-CLOSING OR AUTOMATIC-CLOSING WHENACTIVATED BY A SMOKE DETECTOR IN ACCORDANCE WITH SECTION 716.2.6.6. DOORS, WHERE LOCATED IN ACROSS-CORRIDOR CONDITION, SHALL BE AUTOMATIC-CLOSING BY ACTIVATION OF A SMOKE DETECTOR INSTALLED INACCORDANCE WITH SECTION 716.2.6.6.1.THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING:A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND AND SHOWN BY SYMBOL)B. ELEVATOR NOT REQUIRED PER CBC 1009.2.1 AND EXCEPTION #1, ELEVATOR IS NOT REQUIRED AS ANACCESSIBLE MEANS OF EGRESS.C.INTERIOR STAIRWAYS: INTERIOR STAIRWAYS COMPLY WITH CBC 1009.3.2 EXCEPTION #1 AND CBC 1009.3.3EXCEPTION #2.REQUIRED STAIR WIDTH (CBC 1005.3.1)OCCUPANT LOAD X 0.3" = (REQ'D STAIR WIDTH)REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 )OCCUPANT LOAD X 0.2" = REQ'D WIDTH OF EGRESS COMPONENTSAREAS CALCULATEDS-2 EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 100 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1R-2 EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 125 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1A EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: VARIES BASED ON ROOM USECOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 75 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1B EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: VARIES BASED ON ROOM USECOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 100 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 300 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1M EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: (60 GROSS SF) PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 75 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVELDISTANCE SCHEDULE MOST REMOTE POINT TO EXITACCESSHORIZONTAL EXITEXIT AND OCCUPANT LOADOCCUPANT SPACE/FUNCTIONOCCUPANT LOAD SF/OCCUPANTOCCUPANCY TYPEFIRE EXTINGUISHER CABINET MAX.75'-0" O.C., SEE DETAILName10000 SF100R-250XX EXIT 00 HEXXXX.XXFLOOR AREA# OF OCCUPANTSF.E.C.STANDPIPEEXIT PLAN NOTESSYMBOL LEGENDACCESSIBLE MEANS OF EGRESSL = XX'CPET = XX'COMMON PATH OF EGRESS TRAVEL DISTANCEINTERIOR EXIT STAIRHORIZONTAL EXIT REFUGE AREAILLUMINATED EXIT SIGN PER CBC SECTION 1013TACTILE EXIT SIGN. REFER TO DETAIL 18/AD-71.REFER TO ENLARGED STAIR PLANS FOR ADDITIONALINFORMATION WHEN OCCURS AT A STAIR.MAXIMUM OCCUPANT LOAD SIGN PER CBC 1004.9REFER TO 12/AD-02.1.PHDOOR EQUIPPED WITH PANIC HARDWARE OR FIREEXIT HARDWARE06-21-23 SPSPFECFECFECFEC ELECLVELECLV ELECLVELECLV LV ELECLVELECLVELECLV ELEC ELEC LVLVELECLVELECELECLVLVELECLVELECSTAIR B1STAIR B2STAIR B3STAIR B4ELEV. B1ELEV. B2UPDNDNUPUPUPDNDNUPRW G ñ ññ ññññññ ñFEC FECDWELLING UNIT4852003R-2DWELLING UNIT11272006R-2DWELLING UNIT10432006R-2DWELLING UNIT6692004R-2DWELLING UNIT12622007R-2DWELLING UNIT9082005R-2DWELLING UNIT11272006R-2DWELLING UNIT14362008R-2DWELLING UNIT10432006R-2DWELLING UNIT6692004R-2DWELLING UNIT14362008R-2DWELLING UNIT12622007R-2DWELLING UNIT9532005R-2DWELLING UNIT11272006R-2TRASH1273001R-2ACCESSORY873001R-2ACCESSORY1573001R-2ACCESSORY793001R-2TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH280.25.6"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHTOTAL OCCUPANTSEGRESS WIDTH PER OCCUPSTAIR WIDTH280.3REQUIRED STAIR WIDTH8.4"PROPOSED STAIR WIDTH48"MIN. 33.4"36"EXIT28STAIR 1TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH280.25.6"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHTOTAL OCCUPANTSEGRESS WIDTH PER OCCUPSTAIR WIDTH280.3REQUIRED STAIR WIDTH8.4"PROPOSED STAIR WIDTH48"MIN. 33.4"36"EXIT28STAIR 4EXIT29TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH290.25.8"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHTOTAL OCCUPANTSEGRESS WIDTH PER OCCUPSTAIR WIDTH280.3REQUIRED STAIR WIDTH8.7"PROPOSED STAIR WIDTH48"MIN. 33.4"36"STAIR 3TOTAL OCCUPANT LOAD ENTERING CORRIDOR = 8585 OCCUPANTS/3 EXITS =28/29 OCC. PER EXITFIRE WALLHORIZONTAL EXIT AT FIREWALL PROVIDED FORACCESSIBLE MEANS OFEGRESS ONLY PER CBC1009.2.1 EXCEPTION 1. (2)WHEELCHAIR SPACESPROVIDEDFIRE WALLCPET = 63'-2"CPET = 62'-9"CPET = 52'-9"L = 115'-5"L = 194'-4"CPET = 48'-7"L = 177'-8"OVERALL DIAGONAL DIMENSION = 310'-4 139/256"1/3 OVERALL DIMENSION = 103'-2"AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3THE OVERALL DIMENSION - CBC SEC 1007.1.1236'-0 27/256"1/3 OVERALL DIMENSION = 103'-2"STAIR 2PARKING20373200102S-2TOTAL PARKING OCCUPANT LOAD = 102102 OCCUPANTS/2 EXITS =51 OCC. PER EXITEXIT51EXIT52TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH520.210.4"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHTOTAL OCCUPANTSEGRESS WIDTH PER OCCUPSTAIR WIDTH520.3REQUIRED STAIR WIDTH15.6"PROPOSED STAIR WIDTH44"MIN. 33.4"36"OV ER A L L D I AGON A L D IM EN S ION = 207'-6 23 /32 "1/3 OVERALL D IMENS ION = 68 ' -11 "AT LEAST 2 EX IT SHALL BE SEPARATEDBY NOT LESS THAN 1 /3THE OVERALL D IMENS ION - CBC SEC 1007 .1 .1176'-5 17 /128 "1/3 OVERALL D IMENS ION = 68 ' -11 "CPET = 53'-3"L = 94'-5"L = 168'-6"BUILDING AREATOTALOCCUPANTLOADPARKING102APARTMENT85LEVEL 4 TOTAL187HORIZONTAL EXITHORIZONTAL EXIT PER CBC SECTION 1026 ANDCBC SECTION 1026.21. PROVIDE STANDPIPE AS REQUIRED PER CBCSECTION 905 AND PER CFC SECTION 905.4 #2.2. REFUGE AREA OF THE HORIZONTAL EXITPER CBC SEC. 1026.4TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH510.210.2"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHMIN. 33.4"36"STANDPIPE NOT REQUIRED AT THIS LOCATIONPER CBC 905.4 #2 EXCEPTION. HORIZONTALEXIT IS LOCATED 90'-5" FROM INTERIOR EXITSTAIR HOSE CONNECTION.51 occupants entering thehorizontal exit require 153 sq. ft ofrefuge + 66 sq ft for tenantsresiding in that zone=883 sq. ft of refuge area provided4'-10" 4'-10"7'-7 1/2"11'-2 1/2"6'-5 1/2"5'-6 1/2"6'-0"6'-7" 7'-4"6'-0""TO EXIT""TO EXIT""EXITROUTE""EXITROUTE""TO EXIT""EXITSTAIRDOWN""EXITSTAIRDOWN""EXITSTAIRDOWN""EXITSTAIRDOWN"CPET = 47'-0"CPET = 57'-7"3'-11"85 occupantsrequire 17" ofexit widthPHPHPHPHPHPHPHCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING B FOURTHFLOOR EXITINGANALYSISA0-44SCALE:13/32"=1'-0"BUILDING B - LEVEL 4 EXITING ANALYSIS3-HR FIRE WALL - SEE AD-261.REFER TO FIRE PROTECTION NOTES .1.1.PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM1.2.PROVIDE FIRE ALARM SYSTEM1.3.PROVIDE STANDPIPES2.PROVIDE MEANS OF EGRESS IDENTIFICATION PER CBC SECTION 1013:2.1.EXIT SIGNS (EXCEPT TACTILE SIGNS) SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED.2.2.TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATION (REFER TO SEGMENT FLOOR PLANSFOR SPECIFIC LOCATIONS):A)EACH GRADE LEVEL EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1013.4.B)EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1011.1, AND LEAD DIRECTLY TO A GRADE LEVELEXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP SHALL BE IDENTIFIED AS:i)"EXIT STAIR DOWN"ii)"EXIT RAMP DOWN"iii)"EXIT STAIR UP"iv)"EXIT RAMP UP"2.3 INTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.5.2.4EXTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.6.A)EXIT SIGN GRAPHICS SHALL COMPLY WITH CBC SECTION 1013.6.1.B)THE FACE OF EXIT SIGN SHALL BE ILLUMINATED WITH AN INTENSITY OF NO LESS THAN 5 FOOTCANDLES (45LUX).C)EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES.D)PROVIDE BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN CONFORMANCE WITH CBC SECTION 1013.6.3.2.5ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT CHANGE DURING FINALINSPECTION.3.PROVIDE FIRE EXTINGUISHERS:3.1.PROVIDE A MINIMUM OF ONE 2-A:10-B:C (2A:20BC WITHIN 50'-0" AT GARAGE) CLASSIFICATION FIREEXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ONEACH FLOOR.3.2.ADDITIONAL FIRE EXTINGUISHERS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE DURINGFINAL INSPECTION.4.EACH DWELLING UNIT SHALL HAVE PERMANENTLY WIRED SMOKE ALARMS WITH BATTERY BACKUP INSIDE EACHBEDROOM AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO SLEEPING AREAS. SMOKEALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE UNIT.5.INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8.6.THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL NOT LESS ONE FOOTCANDLE AT WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED.7.SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A. ATPUBLIC AND COMMERCIAL AREAS OF THE BUILDING, SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALLCOMPLY WITH CBC CHAPTER 11B-703.5.8.EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OREFFORT PER CBC CH. 1010.1.9.9.ACCESS CONTROL NOT PERMITTED ON DOORS ALONG EGRESS ROUTE IN THE DIRECTION OF EGRESS.10.PER CBC 1026.3, FIRE DOORS IN HORIZONTAL EXITS SHALL BE SELF-CLOSING OR AUTOMATIC-CLOSING WHENACTIVATED BY A SMOKE DETECTOR IN ACCORDANCE WITH SECTION 716.2.6.6. DOORS, WHERE LOCATED IN ACROSS-CORRIDOR CONDITION, SHALL BE AUTOMATIC-CLOSING BY ACTIVATION OF A SMOKE DETECTOR INSTALLED INACCORDANCE WITH SECTION 716.2.6.6.1.THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING:A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND AND SHOWN BY SYMBOL)B. ELEVATOR NOT REQUIRED PER CBC 1009.2.1 AND EXCEPTION #1, ELEVATOR IS NOT REQUIRED AS ANACCESSIBLE MEANS OF EGRESS.C.INTERIOR STAIRWAYS: INTERIOR STAIRWAYS COMPLY WITH CBC 1009.3.2 EXCEPTION #1 AND CBC 1009.3.3EXCEPTION #2.REQUIRED STAIR WIDTH (CBC 1005.3.1)OCCUPANT LOAD X 0.3" = (REQ'D STAIR WIDTH)REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 )OCCUPANT LOAD X 0.2" = REQ'D WIDTH OF EGRESS COMPONENTSAREAS CALCULATEDS-2 EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 100 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1R-2 EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 125 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1A EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: VARIES BASED ON ROOM USECOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 75 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1B EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: VARIES BASED ON ROOM USECOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 100 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 300 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1M EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: (60 GROSS SF) PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 75 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVELDISTANCE SCHEDULE MOST REMOTE POINT TO EXITACCESSHORIZONTAL EXITEXIT AND OCCUPANT LOADOCCUPANT SPACE/FUNCTIONOCCUPANT LOAD SF/OCCUPANTOCCUPANCY TYPEFIRE EXTINGUISHER CABINET MAX.75'-0" O.C., SEE DETAILName10000 SF100R-250XX EXIT 00 HEXXXX.XXFLOOR AREA# OF OCCUPANTSF.E.C.STANDPIPEEXIT PLAN NOTESSYMBOL LEGENDACCESSIBLE MEANS OF EGRESSL = XX'CPET = XX'COMMON PATH OF EGRESS TRAVEL DISTANCEINTERIOR EXIT STAIRHORIZONTAL EXIT REFUGE AREAILLUMINATED EXIT SIGN PER CBC SECTION 1013TACTILE EXIT SIGN. REFER TO DETAIL 18/AD-71.REFER TO ENLARGED STAIR PLANS FOR ADDITIONALINFORMATION WHEN OCCURS AT A STAIR.MAXIMUM OCCUPANT LOAD SIGN PER CBC 1004.9REFER TO 12/AD-02.1.PHDOOR EQUIPPED WITH PANIC HARDWARE OR FIREEXIT HARDWARE06-21-23 SPSPFECFECFECFEC ELECLVELECLV ELECLVELECLV LV ELECLVELECLVELECLV ELEC ELEC LVLVELECLVELECELECLVLVELECLVELECRW G STAIR B1STAIR B3STAIR B4ELEV. B1ELEV. B2DNDNDNDWELLING UNIT4852003R-2DWELLING UNIT11272006R-2DWELLING UNIT10432006R-2DWELLING UNIT6692004R-2DWELLING UNIT12622007R-2DWELLING UNIT9082005R-2DWELLING UNIT11272006R-2DWELLING UNIT14362008R-2DWELLING UNIT10432006R-2DWELLING UNIT6692004R-2DWELLING UNIT14362008R-2DWELLING UNIT12622007R-2DWELLING UNIT9532005R-2DWELLING UNIT11272006R-2TRASH1273001R-2ACCESSORY873001R-2ACCESSORY1573001R-2ACCESSORY793001R-2TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH280.25.6"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHTOTAL OCCUPANTSEGRESS WIDTH PER OCCUPSTAIR WIDTH280.3REQUIRED STAIR WIDTH8.4"PROPOSED STAIR WIDTH48"MIN. 33.4"36"EXIT28STAIR 1TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH280.25.6"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHTOTAL OCCUPANTSEGRESS WIDTH PER OCCUPSTAIR WIDTH280.3REQUIRED STAIR WIDTH8.4"PROPOSED STAIR WIDTH48"MIN. 33.4"36"EXIT28STAIR 4EXIT29TOTAL OCCUPANTSREQUIRED OPENING WIDTHEGRESS WIDTH PER OCCUPEGRESS OPENING WIDTH290.25.8"PROPOSED DOOR WIDTHPROPOSED OPENING WIDTHTOTAL OCCUPANTSEGRESS WIDTH PER OCCUPSTAIR WIDTH280.3REQUIRED STAIR WIDTH8.7"PROPOSED STAIR WIDTH48"MIN. 33.4"36"STAIR 3TOTAL OCCUPANT LOAD ENTERING CORRIDOR = 8585 OCCUPANTS/3 EXITS =28/29 OCC. PER EXITFIRE WALLHORIZONTAL EXIT AT FIREWALL PROVIDED FORACCESSIBLE MEANS OFEGRESS ONLY PER CBC1009.2.1 EXCEPTION 1. (2)WHEELCHAIR SPACESPROVIDEDFIRE WALLCPET = 63'-2"CPET = 62'-9"CPET = 52'-9"L = 115'-5"L = 194'-4"CPET = 48'-7"L = 177'-8"OVERALL DIAGONAL DIMENSION = 309'-6 185/256"1/3 OVERALL DIMENSION = 103'-2"AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3THE OVERALL DIMENSION - CBC SEC 1007.1.1236'-0 27/256"1/3 OVERALL DIMENSION = 103'-2"BUILDING AREATOTALOCCUPANTLOADAPARTMENT857'-7 1/2"6'-5 1/2"11'-2 1/2"5'-5 1/2"6'-0"6'-7" 7'-4"6'-0"4'-10" 4'-10"CPET = 47'-0"CPET = 57'-7"PHPHPHPHPH"TO EXIT""TO EXIT""EXITROUTE""EXITROUTE""EXITSTAIRDOWN""EXITSTAIRDOWN""EXITSTAIRDOWN"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING B FIFTHFLOOR EXITINGANALYSISA0-45SCALE:13/32"=1'-0"BUILDING B - LEVEL 5 EXITING ANALYSIS3-HR FIRE WALL - SEE AD-261.REFER TO FIRE PROTECTION NOTES .1.1.PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM1.2.PROVIDE FIRE ALARM SYSTEM1.3.PROVIDE STANDPIPES2.PROVIDE MEANS OF EGRESS IDENTIFICATION PER CBC SECTION 1013:2.1.EXIT SIGNS (EXCEPT TACTILE SIGNS) SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED.2.2.TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATION (REFER TO SEGMENT FLOOR PLANSFOR SPECIFIC LOCATIONS):A)EACH GRADE LEVEL EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1013.4.B)EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1011.1, AND LEAD DIRECTLY TO A GRADE LEVELEXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP SHALL BE IDENTIFIED AS:i)"EXIT STAIR DOWN"ii)"EXIT RAMP DOWN"iii)"EXIT STAIR UP"iv)"EXIT RAMP UP"2.3 INTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.5.2.4EXTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.6.A)EXIT SIGN GRAPHICS SHALL COMPLY WITH CBC SECTION 1013.6.1.B)THE FACE OF EXIT SIGN SHALL BE ILLUMINATED WITH AN INTENSITY OF NO LESS THAN 5 FOOTCANDLES (45LUX).C)EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES.D)PROVIDE BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN CONFORMANCE WITH CBC SECTION 1013.6.3.2.5ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT CHANGE DURING FINALINSPECTION.3.PROVIDE FIRE EXTINGUISHERS:3.1.PROVIDE A MINIMUM OF ONE 2-A:10-B:C (2A:20BC WITHIN 50'-0" AT GARAGE) CLASSIFICATION FIREEXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ONEACH FLOOR.3.2.ADDITIONAL FIRE EXTINGUISHERS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE DURINGFINAL INSPECTION.4.EACH DWELLING UNIT SHALL HAVE PERMANENTLY WIRED SMOKE ALARMS WITH BATTERY BACKUP INSIDE EACHBEDROOM AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO SLEEPING AREAS. SMOKEALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE UNIT.5.INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8.6.THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL NOT LESS ONE FOOTCANDLE AT WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED.7.SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A. ATPUBLIC AND COMMERCIAL AREAS OF THE BUILDING, SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALLCOMPLY WITH CBC CHAPTER 11B-703.5.8.EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OREFFORT PER CBC CH. 1010.1.9.9.ACCESS CONTROL NOT PERMITTED ON DOORS ALONG EGRESS ROUTE IN THE DIRECTION OF EGRESS.10.PER CBC 1026.3, FIRE DOORS IN HORIZONTAL EXITS SHALL BE SELF-CLOSING OR AUTOMATIC-CLOSING WHENACTIVATED BY A SMOKE DETECTOR IN ACCORDANCE WITH SECTION 716.2.6.6. DOORS, WHERE LOCATED IN ACROSS-CORRIDOR CONDITION, SHALL BE AUTOMATIC-CLOSING BY ACTIVATION OF A SMOKE DETECTOR INSTALLED INACCORDANCE WITH SECTION 716.2.6.6.1.THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING:A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND AND SHOWN BY SYMBOL)B. ELEVATOR NOT REQUIRED PER CBC 1009.2.1 AND EXCEPTION #1, ELEVATOR IS NOT REQUIRED AS ANACCESSIBLE MEANS OF EGRESS.C.INTERIOR STAIRWAYS: INTERIOR STAIRWAYS COMPLY WITH CBC 1009.3.2 EXCEPTION #1 AND CBC 1009.3.3EXCEPTION #2.REQUIRED STAIR WIDTH (CBC 1005.3.1)OCCUPANT LOAD X 0.3" = (REQ'D STAIR WIDTH)REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 )OCCUPANT LOAD X 0.2" = REQ'D WIDTH OF EGRESS COMPONENTSAREAS CALCULATEDS-2 EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 100 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1R-2 EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 125 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1A EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: VARIES BASED ON ROOM USECOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 75 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1B EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: VARIES BASED ON ROOM USECOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 100 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 300 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1M EXITING REQUIREMENTS:BASED ON CBC TABLE 1004.5: (60 GROSS SF) PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 75 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVELDISTANCE SCHEDULE MOST REMOTE POINT TO EXITACCESSHORIZONTAL EXITEXIT AND OCCUPANT LOADOCCUPANT SPACE/FUNCTIONOCCUPANT LOAD SF/OCCUPANTOCCUPANCY TYPEFIRE EXTINGUISHER CABINET MAX.75'-0" O.C., SEE DETAILName10000 SF100R-250XX EXIT 00 HEXXXX.XXFLOOR AREA# OF OCCUPANTSF.E.C.STANDPIPEEXIT PLAN NOTESSYMBOL LEGENDACCESSIBLE MEANS OF EGRESSL = XX'CPET = XX'COMMON PATH OF EGRESS TRAVEL DISTANCEINTERIOR EXIT STAIRHORIZONTAL EXIT REFUGE AREAILLUMINATED EXIT SIGN PER CBC SECTION 1013TACTILE EXIT SIGN. REFER TO DETAIL 18/AD-71.REFER TO ENLARGED STAIR PLANS FOR ADDITIONALINFORMATION WHEN OCCURS AT A STAIR.MAXIMUM OCCUPANT LOAD SIGN PER CBC 1004.9REFER TO 12/AD-02.1.PHDOOR EQUIPPED WITH PANIC HARDWARE OR FIREEXIT HARDWARE06-21-23 06-02-2023 FIFTH PLAN CHECK SUBMITTAL 06-02-2023 FIFTH PLAN CHECK SUBMITTAL Title 24 Energy Compliance-Bldg A 06-02-2023 FIFTH PLAN CHECK SUBMITTAL Title 24 Energy Compliance-Bldg A 06-02-2023 FIFTH PLAN CHECK SUBMITTALProject Name:4th and Mortimer - Building A NRCC-PRF-01-E Page 26 of 26 Project Address:415 & 515 E. 4th St Santa Ana 92701 Calculation Date/Time:23:01, Wed, Jun 21, 2023 Input File Name:4th and Mortimer-Bldg.A_Epro8.3_2023-06-21.cibd19x CA Building Energy Efficiency Standards- 2019 Nonresidential Compliance Report Version: NRCC-PRF-01-E-12092021-6844 Report Generated at: 2023-06-21 23:12:05 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Signature: Company: VCA Green Address:Signature Date: 2023-06-21 City/State/Zip:CEA/ HERS Certification Identification (if applicable): Phone: RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer) 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. 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. 5. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Envelope Designer Name: Signature: Company: Address:Date Signed: City/State/Zip: Phone:Title:License #: Responsible Lighting Designer Name: Signature: Company: Address:Date Signed: City/State/Zip: Phone:Title:License #: Responsible Mechanical Designer Name: - specify - Signature: Company: Address:Date Signed: City/State/Zip: Phone:Title:License #: Anthony Moreno 1845 W. Orangewood Ave., Ste 310 Orange, CA 92868 (714) 363-4700 TAD Consulting, Inc. 1401 N. Batavia Ave., Ste. 103 Orange, CA 92867 714-538-3802 6/22/23 Mechanical EoR M34354 Henry Cao Wilbur Wong KTGY Group, Inc. 17911 Von Karman, #200 Irvine, CA 92614 949-851-2133 June 22, 2023 Principal C29795 Title 24 Energy Compliance-Bldg B 06-02-2023 FIFTH PLAN CHECK SUBMITTAL Title 24 Energy Compliance-Bldg B 06-02-2023 FIFTH PLAN CHECK SUBMITTALProject Name:4th and Mortimer - Building B NRCC-PRF-01-E Page 25 of 25 Project Address:415 & 515 E. 4th St Santa Ana 92701 Calculation Date/Time:14:02, Wed, Jun 21, 2023 Input File Name:4th and Mortimer-Bldg.B_Epro8.3_2022-06-21.cibd19x CA Building Energy Efficiency Standards- 2019 Nonresidential Compliance Report Version: NRCC-PRF-01-E-12092021-6844 Report Generated at: 2023-06-21 14:11:26 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Signature: Company: VCA Green Address:Signature Date: 2023-06-21 City/State/Zip:CEA/ HERS Certification Identification (if applicable): Phone: RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer) 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. 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. 5. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Envelope Designer Name: Signature: Company: Address:Date Signed: City/State/Zip: Phone:Title:License #: Responsible Lighting Designer Name: Signature: Company: Address:Date Signed: City/State/Zip: Phone:Title:License #: Responsible Mechanical Designer Name: - specify - Signature: Company: Address:Date Signed: City/State/Zip: Phone:Title:License #: Anthony Moreno 1845 W. Orangewood Ave., Ste 310 Orange, CA 92868 (714) 363-4700 TAD Consulting, Inc. 1401 N. Batavia Ave., Ste. 103 Orange, CA 92867 714-538-3802 6/22/23 Mechanical EoR M34354 Henry Cao Wilbur Wong KTGY Group, Inc. 17911 Von Karman, #200 Irvine, CA 92614 949-851-2133 June 22, 2023 Principal C29795 Title 24 Energy Compliance-Amenities -Bldg A 06-02-2023 FIFTH PLAN CHECK SUBMITTAL Title 24 Energy Compliance-Amenities -Bldg A 06-02-2023 FIFTH PLAN CHECK SUBMITTALProject Name:4th and Mortimer - Bldg A (NR)NRCC-PRF-01-E Page 30 of 30 Project Address:415 & 515 E. 4th St Santa Ana 92701 Calculation Date/Time:23:41, Wed, Jun 21, 2023 Input File Name:4th and Mortimer-Bldg.A (NR)_Epro8.3_2023-06-21.cibd19x CA Building Energy Efficiency Standards- 2019 Nonresidential Compliance Report Version: NRCC-PRF-01-E-12092021-6844 Report Generated at: 2023-06-21 23:45:20 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Signature: Company: VCA Green Address:Signature Date: 2023-06-21 City/State/Zip:CEA/ HERS Certification Identification (if applicable): Phone: RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer) 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. 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. 5. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Envelope Designer Name: Signature: Company: Address:Date Signed: City/State/Zip: Phone:Title:License #: Responsible Lighting Designer Name: Signature: Company: Address:Date Signed: City/State/Zip: Phone:Title:License #: Responsible Mechanical Designer Name: - specify - Signature: Company: Address:Date Signed: City/State/Zip: Phone:Title:License #: Anthony Moreno 1845 W. Orangewood Ave., Ste 310 Orange, CA 92868 (714) 363-4700 TAD Consulting, Inc. 1401 N. Batavia Ave., Ste. 103 Orange, CA 92867 714-538-3802 6/22/23 Mechanical EoR M34354 Henry Cao Wilbur Wong KTGY Group, Inc. 17911 Von Karman, #200 Irvine, CA 92614 949-851-2133 June 22, 2023 Principal C29795 Title 24 Energy Compliance-Amenities -Bldg B 06-02-2023 FIFTH PLAN CHECK SUBMITTALProject Name:4th and Mortimer - Bldg B (NR)NRCC-PRF-01-E Page 13 of 13 Project Address:415 & 515 E. 4th St Santa Ana 92701 Calculation Date/Time:16:31, Wed, Jun 21, 2023 Input File Name:4th and Mortimer-Bldg.B (NR)_Epro8.3_2023-06-21.cibd19x CA Building Energy Efficiency Standards- 2019 Nonresidential Compliance Report Version: NRCC-PRF-01-E-12092021-6844 Report Generated at: 2023-06-21 16:33:43 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Signature: Company: VCA Green Address:Signature Date: 2023-06-21 City/State/Zip:CEA/ HERS Certification Identification (if applicable): Phone: RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer) 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. 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. 5. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Envelope Designer Name: Signature: Company: Address:Date Signed: City/State/Zip: Phone:Title:License #: Responsible Lighting Designer Name: Signature: Company: Address:Date Signed: City/State/Zip: Phone:Title:License #: Responsible Mechanical Designer Name: - specify - Signature: Company: Address:Date Signed: City/State/Zip: Phone:Title:License #: Anthony Moreno 1845 W. Orangewood Ave., Ste 310 Orange, CA 92868 (714) 363-4700 TAD Consulting, Inc. 1401 N. Batavia Ave., Ste. 103 Orange, CA 92867 714-538-3802 6/22/23 Mechanical EoR M34354 Henry Cao Wilbur Wong KTGY Group, Inc. 17911 Von Karman, #200 Irvine, CA 92614 949-851-2133 June 22, 2023 Principal C29795 CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.DeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ACONDITIONS OFAPPROVALA0-7006-21-23 CONDITIONS OFAPPROVALA0-71CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.DeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA06-21-23ADDENDUM A CONDITIONS OFAPPROVALA0-72CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.DeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA06-21-23ADDENDUM A CONDITIONS OFAPPROVALA0-73CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.DeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A06-21-23 CONDITIONS OFAPPROVALA0-74CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.DeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A06-21-23 CONDITIONS OFAPPROVALA0-75CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.DeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA06-21-23ADDENDUM AItemCondition/MitigationSheets / SpecSectionTiming -Prior to:Resp. PartyStatusConditions for Approval for Site Plan Review No. 2020-03 and Variance No. 2020-06COA-1All proposed site improvements to conform to the Site Plan Review (DP No 2018 28) and staff report exhibits incoporated herein by reference.NotedLife of projectArchitectCOA-2Any amendments to this site plan review, including modifications to approved materials, finishes, architecture, site plan, landscaping, unit count, mix andsquare footages must be submitted to the Planning Division for review. At that time, staff will determine if administrative relief is available or if the site planreview must be amended.NotedOwnerCOA-3A final detailed amenity plan must be reviewed and approved prior to issuance of building permits. The plan shall include details on the hardscape design,lighting concepts and outdoor furniture for amenity, plaza or courtyard areas as well as an installation plan. The exact specifications for these items aresubject to the review and approval by the Planning Division.EnlargedAmenity PlansBuilding permitArchitectCOA-4Prior to issuance of building permit, the Applicant shall submit a construction schedule and staging plan to the Planning Division for review and approval.The plan shall include construction hours, stagin areas, parking and site security / screening during project construction.Building permitGCCOA-5Prior to issuance of a building permit, a full landscape and irrigation plan is to be submitted for review and approval. The landscape plan shall: (1) conform tothe commercial landscape standards, Citywide Design guildelines, and the City's Water Efficient Landscape Ordinance, and (2) contain regularly spacedvines installed along entire lengths of the new perimeter wall and the trash enlcosure so as to form a natural graffiti deterrent.Building permitLandscapeLandscape plans shall be submitted for review and approval. Plans shall includeconstruction plans, planting plans and irrigation plans.COA-6Prio to issuance of a certificate of occupancy, a Public Art Plan must be submitted to the Planning Division for review and approval, and shall include atimeline of the anticipated completion of the art work proposed which shall not be any longer than a year after completion of the project. The Applicant shallwork with the City's Arts & Culture Office to identify local artist and receive recommendations on establishing a process for selecting and displaying suchlocal artwork. (Modified by planning Commission)C of OOwnerCOA-7Prior to installation of landscaping, the applicant shall submit photos and specifications of all trees to be installed on the project site for review and approvalby the Planning Division. Specifications shall include, at a min, the species, box size (24 inches min) brown trunk height (10-foot min) and a name andlocation of the supplier.installation oflandscapingGCAll trees shall be noted on plan as 24" box min. We will request the landscapecontractor to submit photos of the trees as noted on the plan. It shall include thesupplier, name of the trees and overall size.COA-8A Resident Storage Plan shall be provided for the project prior to issuance of certificate of occupancy. Storage shall be available at no cost to the residents.EnalrgedStorage PlansC of OArchitectCOA-9After project occupancy, landscaping and hardscape materials must be maintained as shown on the approved landscape plans.NotedLife of projectOwnerCOA-10All Mechanical equipment shall be screened from the view of the public and courtyard areas.SubmittalArchitectCOA-11The applicant shall be responsible for maintaining the premises free of graffiti. All graffiti shall be removed within 24 hours of occurance.NotedLife of projectOwnerCOA-12A resident property manager shall be on-site at all times that the project is occupied and the developer and on-site management shall at all times maintain a24 hours emergency contact and contact information on file with City.NotedLife of projectManagerCOA-13Residents of both development sites in the project (Site A and Site B) shall have access to resident amenities, on-site parking, and open space areas in bothsites in perpetuity.NotedLife of projectOwnerCOA-14No more than one individual lease shall be permited per unit. Leasing of individual beadrooms shall not be permitted.NotedLife of projectManagerCOA-15A Property Maintenance Agreement must be recorded against the property. The agreement wll be subject to review and applicaibility by the Planning andBuilding Agency, the Community Development Agency, the Public Works Agency and the City Attorney to ensure that the property and all improvemenetslocated thereupon are properly maintained, Developer (and the owner of the property upon which the authorized use and/or authorized improvements arelocated if different from the Applicant) shall execute a maintenance agreement with the City of Santa Ana which shall be recorded against the property andwhich shall be in a form reasonably satisfactory to the City Attorney. The maintenance agreement shall contain covenants, conditions and restrictions perConditions of Approval.Building permitOwnerDRC Completion Letter December 14, 2020I. Prior to SubmittalI A Planning1 A 1All site plan review issues must be resolved and the site plan stamped by the City's Development Review Committee.SubmittalArchitect1 A 2Any required variance applications, zone change, and/or zoning ordinance (text) amendments, and any required CEQA document, must be approved.SubmittalOwner1 A 3Submit a landscape plan, application, and required fee for review and approval.SubmittalLandscape andownerLandscape Plans shall be provided for review and approval. Fees paid by owner1 A 4Submit a voluntary lot merger application and required fee for review.SubmittalCivil and owner1 A 5Material samples of all proposed exterior facades will be required to be submitted for review and approval.SubmittalArchitect1 A 6The submitted building plan sets shall include a note that the interior of the parking areas shall be painted white and contain sufficient lighting for securityand safety.SubmittalArchitectSee Arch Building PlansI B Public WorksI B 1Begin review process of surface drainage/grading/utility plans, erosion control plan, waterquality management plan, street improvement plan, lot merger application, and dedicationmapping as described below under "Section II. Prior to issuance of building permit", by making the initial submittal of listed plans and paying the requiredfees.SubmittalCivilAll of our Plans, reports, & mapping docs will be submitting in July & AugustI C Building Safety1 C 1Project shall comply with current state building codes adopted by the City of Santa Ana at the time of permit application submittal. Currently they are the2019 CBC, 2019 CRC, 2019 California Mechanical Code, 2019 California Plumbing Code, 2019 California Electrical Code, 2019 Claifornia Energy Code,2019 CAlGreen and the Santa Ana Municipal Code. Compliance to all applicable state and local codes shall be required prior to issiance of building permits.NotedSubmittalArchitect1 C 2The Building Safety Division shall be consulted for plan check design and submittal requirements. Electrical, plumbing, mechanical, fire sprinkler systems,and grading work requires separate plans, applications, fees and permits. Compliance shall be made with California Code of Regulations, Title 24, Part 6requirements for energy conservation. For submittal requirements, please call (714) 647-5800 and ask for a Permit Technician. Appointments can be madebetween 8 am and 12 noon to submit plans.Fees, permitsSubmittalArchitect andOwner1 C 3A separate grading permit shall be required for this project. The project applicant shall contact the Public Works Agency at (714) 647-5039 for grading plansubmittal and processing requirements.permitSubmittalCivilOur Grading Plans will be submitted in July1 C 4A geotechnical report shall be required for this project. The report must address the potential for seismically induced soil liquifcation and soil instability.A0-80-84SubmittalOwnerIncluded1 C 5Sound Transmission Control requires an acoustical report, prepared under the supervision of a person experienced in the field of acoutical engineering, forall new hotels, motels, dormatories, apartemnt houses and dwelling units other than detached single family dwellings.A0-91SubmittalOwnerIncluded1 C 6The report shall show topographical relationship of noise sources and dwelling site, identification of noise sources and their characteristics, predicted noisespectra at the exterior of the proposed dwelling structure considering present and future land usage, basis for the prediction (measured or obtained frompublished data), noise attenuation measures to be applied, and an analysis of the noise insulation effectiveness of the proposed construction showing thatthe prescribed interior noise level requirements are met. If interior allowable noise levels are met by required that windows be unopenable or closed, thedesign for the structure must also specify the means that will be employed to provide ventilation and cooling if necessary, to provide a habitable interiorenvironment. Address outside air requirements and noise from plumbing.A0-91SubmittalOwner1 C 7Parking garages used for storing or handling of automobiles operating under their ownpower shall be mechanically ventilated.NASubmittalArchitect andOwnerNot applicable. Garages are naturally ventilated.I D Police1 D 1= II B 1Submitted plans must indicate that all structures and parking lots comply with the provisions of Chapter 8, Article II, Division 3 of the Santa Ana MunicipalCode (Building Security Ordinance). All applicable sections must be printed verbatim on your submitted set of plans. See commercial or residentialsupplement. Discretionary action conditions (if applicable) must be printed on your set of plansA1-20SubmittalArchitect1 D 2Your assigned DP number from Site Plan Review must be located on the cover sheet of all plans submitted into plan check. This is in addition to yourpermit number.A0-01SubmittalArchitect1 D 3You must arrange an appointment with the Police Plan Check office to review and approve the photometric portion of your electrical plan. This review will beconducted in person.NotedSubmittalArchitect1 D 4Photometric foot-candle calculations (three sets) of all parking lots, stairwells, and all interior and exterior walkways must be submitted to the policedepartment and included in your architectural plans. This is prior to pulling electrical permits. Photometric calculations must be superimposed on a scaledsite plan of the project. White light source must originate from overhead in an effort to support facial recognition. Light trespass to adjacent properties is notallowed.SubmittalElectricalII. Prior to Building PermitII A PlanningII A 1All outstanding site plan issues must be resolved and the site plan and any discretionary actions, including variances, zone change, and/or zoning ordinanceamendment, must be approved. In addition, any required environmental documentatio, procedures and notifications must be completed.NotedBuilding PermitArchitectII A 2A voluntary lot merger is to be approved and recorded, and a conformed copy provided to the Planning DivisionBuilding PermitCivil and OwnerUnderwayII B PoliceII B 1= I D 1Submitted plans must indicate that all structures and parking lots comply with the provisions of Chapter 8, Article II, Division 3 of the Santa Ana MunicipalCode (Building Security Ordinance). All applicable sections must be printed verbatim on your submitted set of plans. See commercial or residentialsupplement. Discretionary action conditions (if applicable) must be printed on your set of plans.A1-20Building PermitArchitectII C Public WorksII C 1Provide proof of coverage under NPDES “General Construction Activity Storm Water Permit”. Provide 2 copies of SWPPP. Contact state WRCB and EhabElias at city for detailsBuilding PermitOwner and GCII C 2Provide 2 copies of WQMP that contain the following:a. Site Assessmentb. Site Design BMPsc. Applicable Routine Source Control BMPsd. Selection and sizing of the Treatment Control BMPse. Mechanism by which funding for long-term operation and maintenance of all Structural BMPs will be providedf. Operation and Maintnance Plan to describe the long-term operation and maintenance requirements of all applicable Structural BMPs and to identify theentity in charge of implementationBuilding PermitCivilSubmittedII C 3Submit, for review or approval, a surface drainage/grading/erosion control plan, prepaired by a registeres Civil engineer, showing direction and means offlow to the adjacent street. The plan is to include existing and proposed elevations at and adjacent to all property lines. drainage routed to the street mustbe directed beneath the sidewalk and through the curb. The plan shall depict all applicable “Site Design,” structural “Source Control,” and “TreatmentControl” BMPs in accordance with the Orange County DAMP and the City of Santa Ana (LIP).Building PermitCivilSubmittedII C 4Submit, for review and approval, street improvement plans prepared by a registeredcivil engineer, for curb ramps, sidewalk, utilities connections, driveway approaches, catch basins, parkway landscape, etc., and all work to be constructed inthe public right-of-way, on Fourth, Fifth, French, Mortimer, and Minter Streets. Contact Behrooz Sarlak at (714) 647-5020 for assistanceBuilding PermitCivilSubmittedII C 5Obtain permit for work in the right-of-wayPermitBuilding PermitCivilSubmittedII C 6File, process and record the following:a. A lot mergerb. Dedication for 17' x 17' corner cutoffs.Contact Anderson Chrysostomo at cityBuilding PermitCivilSubmittedII C 7Construct sidewalk, utilities connections, driveway approaches, undergrounding of utilities along project frontage, and all other work to be constructed in thepublic right-of-way,on Fourth, Fifth, French, Mortimer, and Minter Streets, per City Standards and approved plans.NotedC of OCivilII C 8Construct all required improvements per the sewer study recommendations.NotedC of OCivilII C 9Construct all required improvements per the traffic study recommendationsNotedC of OCivilII C 10 Install 24" box street trees per the City Standards and approved plan.NotedC of OLandscape24" Box trees min. shall be noted on planII C 11 Install, if not existing, all public utilities required to service the project site (i.e., sewer, water, fire service and storm drain).NotedC of OCivilII C 12On Fifth, French, and Mortimer Streets, grind and cap off 2"-3" of the existing AC pavement for full street width along the entire property frontage.NotedC of OCivilII C 13On Fourth and Minter Streets, grind and cap off 2"-3" of the existing AC pavement from centerline to the gutter lip edge curb along project frontage.NotedC of OCivilII C 14Apply for new water service(s) and meter(s) and pay required charge for each service and meter as listed in the City's Schedule of Miscellaneous Fees.FeeCivil and OwnerYes, this is done by contractor/owner once our Public Imp plans are approvedII C 15 Apply for and receive a Public Works Encroachment Permit for all public water and sewer work required of the project.PermitCivil and OwnerSubmittedII C 16Apply for, pay applicable fees and receive an approved water service application for each individual water meter, fire service and reclaimed water meter.FeeCivil and OwnerNotedII C 17= IV C 6Complete construction of the proposed Grease Interceptor for the new restaurant.NOTE: All new food service establishments shall comply with City's Ordinance No. NS-26-70, for Fat, Oil, and Grease (FOG) control program, and itssubsequent requirement for construction of a gravity grease interceptor. Developer shall contact City's Planning and Building Department to incorporatedesign of the required grease interceptor of adequate size, into the project's plumbing plans, and to determine an appropriate location for it within the projectsite.Plumbing andOwnerII C 18Pay applicable fees:aPlan Check Fee (WQMP, studies, CC&Rs, grading, dedication, and street improvement).FeeOwnerbSewer Connection Fee - based on the number of plumbing fixture units. The Public Works Agency will require a set of both plumbing and floor plansshowing all existing and new plumbing fixtures.FeeOwnercWater Main Charges, Fees and Assessments – As listed in the City’s Schedule of Miscellaneous Fees.FeeOwnerdWater service(s) and meter(s) - As listed in the City’s Schedule of Miscellaneous FeesFeeOwnereOrance County Sanitation District No. 15FeeOwnerfDrainage Assessment FeeFeeOwnergTransit Zoning Code Traffic Impact Mitigation FairshareFeeOwnerII C 19Street work shall be required to be performed by a licensed contractor for any and all the work in the public right-of-way. The contractor must provide thefollowing prior to issuance of the street work permita. A City of Santa Ana business license.b. A Certificate of Insurance of general liability containing requirements as set forth by the City Attorney.c. A Contractors license (with approved classification).d. Proof of Worker’s Compensation Insurance.e. Two (2) sets of the approved street improvement plans.f. If there are any new connections to the City’s Water Main, provide plans and an approved application for installation of Water Service. For an application,contact the Water Resources Division at 714-647-3320.Civil, GCThis info is provided we the public improvement plans are pulled for permit (contractorto provide this info and must be present when pulling all civil permits)II C 20Should the developer seek a building permit release prior to completing the off-site improvements, the developer must provide cash deposit or surety bond inan amount specified by the City of Santa Ana upon approval of all improvement plans and approval of itemized cost estimate. The cash deposit or thesurety bond shall guarantee the construction of all necessary improvements. The cash deposit shall be released approximately 135 days after all relatedpermits are signed off by the City’s Construction Inspector, approvalby the City of Santa Ana, and the passage of any lien periods. In the event the work isnot completed within one year of the date that a street work permit is signed, applicant agrees that the City may apply the cash deposit to the cost ofcompleting the work and such work may be completed at the sole convenience of the City of Santa Ana. The deposit amount will be determined based uponthe surface drainage and street improvement plans.OwnerII C 21Process and record a CC&Rs for the maintenance and the cost sharing responsibility of the future common utility facilities serving the proposed sites,including but not limited to private domestic water, sewer, fire and irrigation systems.C of OOwnerII C 22 - Water ItemsII C 23The Developer shall construct all public water mains, public sewer mains and appurtenances for the proposed project site per approved Water and SewerImprovement Plans subject to applying for and receivineg a Public Works permit. Demand calculations in gallons per minutefor size determination arerequired for all meters. All works of improvement shall be subject to the inspection and approval of the Water Resources Manager or his designee.CivilNotedII C 24The Developer shall install new, relocate or upgrade existing domestic or irrigation Water Services per City Standards and approved plans, following thecompletion of a water meter application and the issuance of a Public Work's Encroachment Permit. The water services shall be installed by a licensedcontractor that possesses either an "A" or "C-34" California Contractor's license.PermitCivil and OwnerNotedaThe Developer shall abandon all non-used, existing domestic or irrigation water services and meters at the main, per City Standards. The Developer shallcontact City's Municipal Utility Services Dept at (714) 647-5454 for meter service close out and removal. Protect the service and meter in place until the Citystaff removes the services.CivilNotedbAll non-residential irrigated landscapes of 1,000 square feet and residential irrigated landscapes of 5,000 square feet or more require separate landscapeirrigation water meter and service of proper size to supply the project's landscape irrigation system.LandscapeRefer to irrigation plan for irrigation water meter.cThe City of Santa Ana requires that water conservation irrigation systems be installed for all landscaping where water is required. All systems shall besubject to the review and approval of the Water Resources Manager or his Designee for approved conservation requirements. All systems will be subject toreview and approval by the Building official for plumbing requirements.LandscapeNoted.II C 25The Developer shall install new, relocate, or upgrade existing Fire Protection Facilities as required by the Orange County Fire Authority (OCFA), CityStandards and approved plans, following the completion of a water service application, issuance of a Public Works Encroachment Permit and issuance of aBuilding Permit. The fire protection facilities shall be installed by a licensed contractor that possesses either an “A” or “C–34” California Contractor’s license.Contact OCFA Plan Check at (714) 573-6126 for assistance.NotedOwnerSewer ItemsII C 26The Developer shall install new sewer lateral(s) per City Standards and approved plans, following the issuance of a Public Works Encroachment Permit.The sewer lateral shall be installed by a licensed contractor that possesses either an “A”, “C-34”, or “C-36” California Contractors license.GCII C 27 Any existing and unused sewer lateral(s) connected the project site shall be properly capped and abandoned at the point of connection with the sewer mainsubject to inspection and approval of the Water Resources Manager or his designee.GCIV. (sic) Prior to Release of Utilities or C of OIV A PlanningIV A 1The applicant shall contact the case planner to set up a final field inspection appointment. A three-day notice is required. The project must be completedbefore final approval can be given. The case planner must sign the building permit field card before the Building Division will finalize any project.C of OOwnerIV B PoliceIV B 1All discretionary action conditions must be complied witC of OGCIV C Public WorksIV C 1Complete construction of all the required improvement in the public right-of-way and provide a copy of the signed off street work permit.C of OGCIV C 2 - Water ItemsIV C 3Prior to activation of water meters (domestic and irrigation) and/or fire services, the Developer shall arrange for installation, testing and certification of allneeded backflow protection devices, whether such devices are shown on the project plans or not immediately after installation. Approved backflow deviceswill be installed by the Developer in conformance with the code regulations and City requirements.C of OGCaThe Developer shall also ensure that this written test report is provided to the City Water Resources Division certifying that the backflow devices and firedetector assemblies are operating properly pursuant to the code of regulations and City requirements annuallyC of OManagementIV C 4=IV C 7The Developer shall submit a copy of the final recorded easements, Tract Map/Parcel and any deeds for water purposes in favor of the City to the WaterResources Division.C of OOwnerIV C 5=IV C 8The Developer shall provide a complete set of “As-Built” mylars and electronic copy of CAD drawings for all Water facilities.C of OGC and ArchitectSewer ItemsIV C 6= II C 17Complete construction of the Gravity Grease Interceptor for the new Food Service Establishments subject to inspection and approval of the Building Officialand the Water Resources Manager or his designee.C of OGCaNote: All new food service establishments shall comply with City’s Fat, Oil, and Grease (FOG) control program, and its subsequent requirement forconstruction of a gravity grease interceptor. Developer shall contact City’s Planning and Building Department to incorporate design of the required greaseinterceptor of adequate size, into the project’s plumbing plans, and to determine an appropriate location for it within the project site.C of OIV C 7=IV C 4The Developer shall submit a copy of the final recorded easements, Tract Map/Parcel and any deeds for sewer purposes in favor of the City to the WaterResources DivisionC of OOwnerIV C 8=IV C 5The Developer shall provide a complete set of “As-Built” mylars and electronic copy of CAD drawings for all Sewer facilities.C of OGC and ArchitectIV C 9The Developer shall install a sewer backflow prevention valve on all sewer connections in which the property being served is connected to an existing sewer12” in diameter or greater or if deemed necessary by the Water Resources Manager or his designee. Installation of the backflow device shall comply with allrequirements of the City Plumbing Code.C of OCivilIV C 10 The Developer shall submit a video inspection (CCTV) report of the sewer project in digital format. The video of the sewer facilities shall be conducted, atthe City’s option, in the presence of the City inspector, and will be in conformance with the City Design Guidelines.C of OCivil, ApplicantGeneral Requirements (Water)IV C 11Above ground water system appurtenances such as fire hydrants, backflow prevention devices, fire connection standpipes and above ground meters shallbe painted as follows:a. Public fire hydrants – WHITEb. Private fire appurtenance – REDc. Irrigation appurtenances – GREENd. Domestic appurtenances – BLUEC of OCivil, LandscapeIV C 12Fire flow tests, when necessary, shall be performed by a certified fire protection professional. An application shall be submitted for test to be witnessed byCity staff. Fire flow witness test fees shall be paid as listed in the City’s Schedule of Miscellaneous FeesDoneApplicantIV C 13Non-residential tenant improvement projects valued at $50,000 or more shall upgrade their fire protection service backflow device to current City standards.Contact the Water Resources Division at 714-647-3320 for assistance.C of OCivilIV C 14Recycled water service, if available, shall be used in accordance with section 39-38 of the City’s Municipal Code. Contact the Water Resources Division at714-647-3320 for assistance.C of OCivil andLandscapeRefer to irrigation plans, legend and notesAdditional: DIVISION 3 BUILDING SECURITY REGULATIONSComply with requirements set forth in Pages 13-35 of DRC approval letterEIR Mitigation Monitoring Program - Exhibit KAesthetic ResourcesMM4.1-1Proposed new structures shall be designed to maximize the use of textured or other non-reflective exterior surfaces and non-reflective glass. Buildingmaterials shall be reviewed by the City of Santa Ana prior to issuance of building permits for each project.Building PermitArchitectNoted4.1-2All exterior lighting and advertising (including signage) shall be directed onto the specific location intended for illumination (e.g., parking lots, driveways, andwalkways) and shielded away from adjacent properties and public rights-of-way to minimize light spillover onto adjacent areas.C of OLighting4.1-3Prior to issuance of a building permit for a specific development project, the applicant shall submit a lighting plan to the City for review and approval. Theplan shall specify the lighting type and placement to ensure that the effects of security and other outdoor lighting are minimized on adjacent uses and do notcreate spillover effects. The plan shall specifically incorporate the following design features:a. All projects shall incorporate project design features to shield light and/or glare from vehicles entering or exiting parking lots and structures that facesensitive uses (e.g., schools, hospitals, senior housing, or other residential properties) by providing barriers so that light from vehicle headlights would notilluminate off-site sensitive uses.b. All projects shall incorporate project design features to provide landscaping, physical barriers, screening, or other buffers to minimize project-generatedillumination from entering off-site areas and to prevent glare or interference with vehicular traffic, in accordance with the City’s Municipal Code.Building PermitLighting4.1-4For any proposed structure that would exceed four stories in height, applicants shall submit a site-specific shade/shadow report with renderings representingthe level of shade/shadows associated with the proposed development at the following times: 9:00 A.M., 12:00 P.M., 3:00 P.M. PST for the both the winterand summer solstices. An additional rendering for the 5:00 P.M. PST time period shall be prepared for the summer solstice period. Typically, a variety ofcriteria are used to determine the significance of a shadow impact, including the following:a. Affected land use (criticality of direct sunlight for the use)b. Duration (hours per day in shadow)c. Time of day (critical time period for direct sunlight)d. Season (time of year use would be shadowed)e. Extent (percentage of use that would be shadowed)f. Preexisting condition (shadow condition due to existing buildings, landscaping, or other features)g. Type (solid or dappled shadow)The report shall include any feasible design considerations that would reduce the extent of shadows cast by a proposed structure. The analysis and theproject design plans shall be forwarded to the Planning and Building Agency for review and approvalBuilding PermitArchitectCompleted during entitlementAir Quality4.2-1Trash receptacles within the Transit Zoning Code (SD 84A and SD 84B) will be required to have lids that enable convenient collection and loading and willbe emptied on a regular basis, in compliance with City of Santa Ana regulations for the collection of solid wasteDuring DesignArchitect4.2-2The construction contractor shall ensure that no more than 5 acres per day are actively graded or developed.SpecGrading PermitGC4.2-34.2-12The construction contractor shall ensure that all active disturbed surfaces should be watered three times per day throughout the construction period.SpecGrading PermitGC4.2-4The construction contractor shall ensure that the mass grading, fine grading, and structure construction are conducted at separate time periods and do notoverlap with one anotherSpecGrading PermitGC4.2-54.2-12The construction contractor shall ensure that all haul roads are watered three (3) times per day.SpecGrading PermitGC4.2-64.2-12 The construction contractor shall ensure that all traffic on unpaved roads is reduced to 15 mph or less.SpecGrading PermitGC4.2-7Project applicants shall require by contract specifications that all diesel-powered equipment used will be retrofitted with after-treatment products (e.g., enginecatalysts) to the extent that they are readily available in the South Coast Air Basin. Contract specifications shall be included in project constructiondocuments, which shall be reviewed by the City of Santa Ana prior to issuance of a grading permitSpecGrading PermitGC4.2-8Project applicants shall require by contract specifications that all heavy-duty diesel-powered equipment operating and refueling at the project site uselow-NOX diesel fuel to the extent that it is readily available and cost effective (up to 125 percent of the cost of California Air Resources Board diesel) in theSouth Coast Air Basin (this does not apply to diesel-powered trucks traveling to and from the project site). Contract specifications shall be included in projectconstruction documents, which shall be reviewed by the City of Santa Ana prior to issuance of a grading permit.SpecGrading PermitGC4.2-9Project applicants shall require by contract specifications that alternative fuel construction equipment (i.e., compressed natural gas, liquid petroleum gas,and unleaded gasoline) be utilized to the extent that the equipment is readily available and cost effective in the South Coast Air Basin. Contractspecifications shall be included in project construction documents, which shall be reviewed by the City of Santa Ana prior to issuance of a grading permitSpecGrading PermitGC4.2-10Project applicants shall require by contract specifications that construction equipment engines be maintained in good condition and in proper tune permanufacturer’s specification for the duration of construction. Contract specifications shall be included in project construction documents, which shall bereviewed by the City of Santa Ana prior to issuance of a grading permit.SpecGrading PermitGC4.2-11Project applicants shall require by contract specifications that construction operations rely on the electricity infrastructure surrounding the construction siterather than electrical generators powered by internal combustion engines to the extent feasible. Contract specifications shall be included in projectconstruction documents, which shall be reviewed by the City of Santa Ana prior to issuance of a grading permit.SpecGrading PermitGC4.2-124.2-3thru 6As required by South Coast Air Quality Management District Rule 403—Fugitive Dust, all construction activities that are capable of generating fugitive dustare required to implement dust control measures during each phase of project development to reduce the amount of particulate matter entrained in theambient air. These measures include the following:a. Application of soil stabilizers to inactive construction areasb. Quick replacement of ground cover in disturbed areasc. Watering of exposed surfaces three times dailyd. Watering of all unpaved haul roads three times dailye. Covering all stock piles with tarpf. Reduction of vehicle speed on unpaved roadsg. Post signs on-site limiting traffic to 15 miles per hour or lessh. Sweep streets adjacent to the project site at the end of the day if visible soil material is carried over to adjacent roadsi. Cover or have water applied to the exposed surface of all trucks hauling dirt, sand, soil, or other loose materials prior to leaving the site to prevent dustfrom impacting the surrounding areasj. Install wheel washers where vehicles enter and exit unpaved roads onto paved roads to wash off trucks and any equipment leaving the site each tripSpecGrading PermitGC4.2-13The developer shall require by contract specifications that construction-related equipment, including heavy-duty equipment, motor vehicles, and portableequipment, shall be turned off when not in use for more than 30 minutes. Diesel-fueled commercial motor vehicles with gross vehicular weight ratings ofgreater than 10,000 pounds shall be turned off when not in use for more than 5 minutes. Contract specifications shall be included in the proposed projectconstruction documents, which shall be approved by the City of Santa Ana.Grading PermitGC4.2-14The developer shall require by contract specifications that construction parking be configured to minimize traffic interference during the construction periodand, therefore, reduce idling of traffic. Contract specifications shall be included in the proposed project construction documents, which shall be approved bythe City of Santa Ana.SpecGrading PermitGC4.2-15The developer shall require by contract specifications that temporary traffic controls are provided, such as a flag person, during all phases of construction tomaintain smooth traffic flow. Contract specifications shall be included in the proposed project construction documents, which shall be approved by the Cityof Santa Ana.SpecGrading PermitGC4.2-16The developer shall require by contract specifications that construction activities that affect traffic flow on the arterial system by scheduled to off-peak hours(9:00 A.M. to 3:00 P.M.). Contract specifications shall be included in the proposed project construction documents, which shall be approved by the City ofSanta Ana.SpecGrading PermitGC4.2-17Upon issuance of building or grading permits, whichever is issued earliest, notification shall be mailed to owners and occupants of all developed land useswithin ¼ mile of any project within the Transit Zoning Code (SD 84A and SD 84B) boundaries greater than four stories in height or 25,000 sf in areaproviding a schedule for major construction activities that will occur through the duration of the construction period. In addition, the notification will includethe identification and contact number for a community liaison and designated construction manager that would be available on site to monitor constructionactivities. The construction manager shall be responsible for complying with all project requirements related to PM10 generation. The construction managerwill be located at the on-site construction office during construction hours for the duration of all construction activities. Contact information for the communityliaison and construction manager will be located at the construction office, City Hall, the police department, and a sign on site.SpecGrading PermitGC4.2-18The developer shall require by contract specifications that the architectural coating (paint and primer) products used would have a VOC rating of 125 gramsper liter or less. Contract specifications shall be included in the proposed project construction documents, which shall be reviewed and approved by the Cityof Santa AnaSpecGrading PermitArchitect4.2-19The developer shall require by contract specifications that materials that do not require painting be used during construction to the extent feasible. Contractspecifications shall be included in the proposed project construction documents, which shall be reviewed and approved by the City of Santa Ana.Grading PermitArchitect, GC4.2-20The developer shall require by contract specifications that pre-painted construction materials be used to the extent feasible. Contract specifications shall beincluded in the proposed project construction documents, which shall be reviewed and approved by the City of Santa AnaGrading PermitGC4.2-21As individual components of the Transit Zoning Code (SD 84A and SD 84B) are implemented, an air quality impact analysis will be completed to determinetheir independent significance levels. Mitigation is to be incorporated at the individual component level to bring the individual components to less thansignificant on a site-by-site basis.DonePrior to ApprovalCity4.2-22Prior to issuance of a building permit, the applicant shall demonstrate that the design of the proposed buildings or structures exceeds current Title 24requirements (Title 24, Part 6 of the California Code of Regulations; The Energy Commission adopted the 2008 Standards on April 23, 2008, and theBuilding Standards Commission approved them for publication on September 11, 2008. The 2008 Residential Compliance Manual was adopted by theCommission on December 17, 2008, and the 2008 Non-residentialCompliance Manual was adopted January 14, 2009.Energy Efficiency Standards forResidential and Non Residential Buildings, as amended November 1, 2005; Cool Roof Coatings performance standards as amended September 11, 2006)by a minimum of 20 percent, subject to review by the County Building Official. Documentation of compliance with this measure shall be provided to thePlanning Department and Building Official for review and approval prior to issuance of the permit. Installation of the identified design features or equipmentwill be confirmed by the County Building Official prior to certificate of occupancy. Any combination of the following design features may be used to fulfill thismitigation provided that the total increase in efficiency meets or exceeds 20 percent:a. Increase in insulation such that heat transfer and thermal bridging is minimizedb. Limit air leakage through the structure or within the heating and cooling distribution system to minimize energy consumptionc. Incorporate dual-paned or other energy efficient windowsd. Incorporate energy efficient space heating and cooling equipmente. Incorporate energy efficient light fixturesf. Incorporate energy efficient appliancesg. Incorporate energy efficient domestic hot water systemsh. Incorporate solar panels into the electrical systemi. Incorporate cool roofs/light-colored roofingj. Or other measures that will increase the energy efficiency of building envelope in a manner that when combined with the other options listed aboveexceeds current Title 24 Standards (Title 24, Part 6 of the California Code of Regulations; Energy Efficiency Standards for Residential and Non ResidentialBuildings, as amended November 1, 2005; Cool Roof Coatings performance standards as amended September 11, 2006) by a minimum of 20 percentEN.1 & EN.2Section C1Building PermitGreen4.2-23Prior to issuance of a building permit, the applicant shall provide a landscape plan for the Project that includes shade trees around main buildings,particularly along southern elevations where practical, and will not interfere with loading dock locations or other operational constraints. Documentation ofcompliance with this measure shall be provided to the City Building Official for review and approval.Building PermitLandscapeNoted. Refer to planting plans, notes, and details.4.2-24Prior to issuance of a building permit, the applicant shall demonstrate that the proposed building or structure designs incorporate exterior storage areas forrecyclables and green waste and adequate recycling containers located in public areas. Documentation of compliance with this measure shall be provided tothe City Building Official for review and approval. Installation of the identified design features or equipment will be confirmed by the City Building Official priorto issuance of certificate of occupancyBuilding PermitArchitect4.2-25The applicant shall provide education and publicity about reducing waste and available recycling services to future tenants. The education and publicitymaterials shall be provided to the City for review and approval by the Planning Department.C of OApplicant,Manager4.2-26All showerheads, lavatory faucets, and sink faucets within the residential units shall comply with the California Energy Conservation flow rate standards.Building PermitPlumbing4.2-27Low-flush toilets shall be installed within all commercial and residential (including Congregate Care) units as specified in California State Health and SafetyCode Section 17921.3.Building PermitPlumbing4.2-28All commercial/industrial/common area irrigation areas shall be capable of being operated by a computerized irrigation system which includes an on-siteweather station/ET gage capable of reading current weather data and making automatic adjustments to independent run times for each irrigation valvebased on changes in temperature, solar radiation, relative humidity, rain, and wind. In addition, the computerized irrigation system shall be equipped withflow-sensing capabilities, thus automatically shutting down the irrigation system in the event of a mainline break or broken head. These features will assist inconserving water, eliminating the potential of slope failure due to mainline breaks, and eliminating over-watering and flooding due to pipe and/or headbreaks.Building PermitLandscapeNoted. Refer to irrigation plan, irrigation legend and notes for irrigation equipment.4.2-29Landscape designers shall ensure that Project landscaping of commercial/industrial/common areas uses drought-tolerant and smog-tolerant trees, shrubs,and groundcover to ensure long-term viability and conserve water and energyC of OLandscapeNoted. Refer to planting legend for proposed trees, shrubs and groundcover.4.2-30Landscape designers shall ensure that the landscape plan includes drought resistant trees, shrubs, and groundcover within the parking lot and perimeter.C of OLandscapeNoted. Refer to planting legend for proposed trees, shrubs and groundcover.4.2-31Project designers shall ensure that design features incorporate light-colored roofing materials that will deflect heat away from the building and conserveenergy.SpecC of OArchitect4.2-32The Project designers shall ensure that designs include all illumination elements to have controls to allow selective use as an energy conservation measure.PermitElectrical4.2-33Prior to issuance of a building permit, the applicant shall demonstrate that measures have been included to promote ride sharing programs such as, but notnecessarily including, publishing ride sharing information for all of the tenants, designating a certain percentage of parking spaces for ride sharing vehicles,designating adequate passenger loading and unloading and waiting areas for ride sharing vehicles, and providing a website or message board forcoordinating rides. Documentation of compliance with this measure shall be provided to the City Building Official for review and approval. Installation of theidentified design features or equipment will be confirmed by the City Building Official prior to issuance of certificate of occupancy.Building PermitArchitect,ApplicantNoted. Refer to Arch Garage Plans.4.2-34Prior to issuance of a building permit, the applicant shall demonstrate that measures have been included to provide adequate bicycle parking near buildingentrances to promote cyclist safety, security, and convenience. Documentation of compliance with this measure shall be provided to the City Building Officialfor review and approval. Installation of the identified design features or equipment will be confirmed by the City Building Official prior to issuance of certificateof occupancy.Building PermitArchitect,LandscapeNoted. Bike parking has been provided. Refer to Landscape Construction Plans andconstruction legend.4.2-35 Prior to issuance of any certificate of occupancy, the applicant shall demonstrate that all interior building lighting supports the use of compact fluorescentlight bulbs or equivalently efficient lighting to the satisfaction of the City Building Official.C of OElectrical4.2-36Tenants shall be responsible to ensure that preferential parking spaces are allocated to ultra-low emission vehicles and alternative fueled vehicles toencourage the use of alternative fuels and ultra-low emission vehicles.C of OApplicant,ManagerNoted. Refer to Arch Garage Plans.Biological Resources4.3-1To ensure that avian species of concern, protected migratory species (e.g., MBTA), or raptors species are not injured or disturbed by construction in thevicinity of nesting habitat, the project applicant shall implement the following measures:1. Tree removal shall be restricted to the period between August 30 and February 15, to the extent feasible, to avoid the breeding season of any migratoryspecies that could be using the area, and to discourage nesting in the vicinity of an upcoming construction area. If it is not feasible to remove trees outsidethis window then, prior to the beginning of mass grading, including grading for major infrastructure improvements, during the period between February 15and August 30, all trees within 250 feet of any grading or earthmoving activity shall be surveyed for active nests by a qualified biologist no more than 30days prior to disturbance. If active nests are found, and the site is within 250 feet of potential construction activity, a temporary fence shall be erected, whereappropriate, around the tree(s) at a distance of up to 250feet, depending on the species, from the edge of the canopy to prevent construction disturbanceand intrusions on the nest area. The appropriate buffer shall be determined in consultation with the City of Santa Ana Park Naturalist or a designee.2. No construction vehicles shall be permitted within restricted areas (i.e., protection zones), unless directly related to the management or protection of thelegally protected species.3. If a legally protected species nest is located in a tree designated for removal, the removal shall be deferred until after August 30, or until the adults andyoung of the year are no longer dependent on the nest site as determined by a qualified biologist.Grading PermitApplicantCultural ResourcesAAAAAA06-21-23 CONDITIONS OFAPPROVALA0-76CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.DeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA06-21-23ADDENDUM A4.4-1(a)Prior to any earth-disturbing activities (e.g., excavation, trenching,grading) that could encounter undisturbed soils, the project applicant shall retain anarchaeologist who meets the Secretary of the Interior’s Professional Qualifications Standards fo Archaeology to determine if the project could result in asubstantial adverse change in the significance of an archaeological resource pursuant to Section 15064.5 of the CEQA Guidelines or disturb humanremains. The investigation shall include, as determined appropriate by the archaeologist and the City of Santa Ana, an updated records search of the SouthCentral Coastal Information Center (SCCIC) of the California Historical Resources Information System (CHRIS), updated Native American consultation, andpedestrian survey of the area proposed for development. The results of the investigation shall be documented in a technical report or memorandum thatidentifies and evaluates any archaeological resources within the development area and includes recommendations and methods for eliminating or avoidingimpacts on archaeological resources or human remains. The measures shall include, as appropriate, subsurface testing of archaeological resources and/orconstruction monitoring by a qualified Native American Monitor selected from a locally affiliated Tribe identified by professional and, if necessary,appropriate Native American monitors identified by the applicable tribe (e.g., the Gabrieliño Tongva Nation) and/or the Native American HeritageCommission. The methods shall also include procedures for the unanticipated discovery of human remains, which shall be in accordance with Section5097.98 of the State Public Resources Code and Section 7050.5 of California’s Health and Safety Code. The technical report or memorandum shall besubmitted to the City of Santa Ana for approval. As determined necessary by the City, environmental documentation (e.g., CEQA documentation) preparedfor future development within the project site shall reference or incorporate the findings and recommendations of the technical report or memorandum. Theproject applicant shall be responsible for implementing methods for eliminating or avoiding impacts on archaeological resources identified in the technicalreport or memorandum. Projects that would not encounter undisturbed soils and would therefore not be required to retain an archaeologist shalldemonstrate non-disturbance to the City through the appropriate construction plans or geotechnical studies prior to any earth-disturbing activities. Projectsthat would include any earth disturbance (disturbed or undisturbed soils) shall comply with MM4.4-2(b).Grading PermitApplicant4.4-1(b)If evidence of an archaeological site or other suspected historical resource as defined by CEQA Guidelines Section 15064.5, including darkened soilrepresenting past human activity (―midden‖), that could conceal material remains (e.g., worked stone, fired clay vessels, faunal bone, hearths, storage pits,or burials) are discovered during any project-related earth-disturbing activities (including projects that would not encounter undisturbed soils), allearth-disturbing activity within 100 feet of the find shall be halted and the City of Santa Ana shall be notified. The project applicant shall retain anarchaeologist who meets the Secretary of the Interior’s Professional Qualifications Standards for Archaeology to assess the significance of the find. Impactsto any significant resources shall be mitigated to a less-than-significantlevel through data recovery or other methods determined adequate by thearchaeologist and that are consistent with the Secretary of the Interior's Standards for Archaeological Documentation. Any identified cultural resources shallbe recorded on the appropriate DPR 523 (A-L) form and filed with the SCCIC.During ConstructionApplicant4.4-2(a)Prior to any earth-disturbing activities (e.g., excavation, trenching, grading) that could encounter undisturbed soils, the project applicant shall retain aprofessional paleontologist to determine if the project could directly or indirectly destroy a unique paleontological resource or site or unique geologic feature.The investigation shall include, as determined appropriate by the paleontologist and the City of Santa Ana, a paleontology records check and a pedestriansurvey of the area proposed for development. The results of the investigation shall be documented in a technical report or memorandum that identifies thepaleontological sensitivity of the development area and includes recommendations and methods for eliminating or avoiding impacts on paleontologicalresources or unique geologic features. The technical report or memorandum shall be submitted to the City for approval. As determined necessary by theCity, environmental documentation (e.g., CEQA documentation) prepared for future development within the project site shall reference or incorporate thefindings and recommendations of the technical report or memorandum. The project applicant shall be responsible for implementing methods for eliminatingor avoiding impacts on paleontological resources or unique geologic features identified in the technical report or memorandum. Projects that would notencounter undisturbed soils and would therefore not be required to retain a paleontologist shall demonstrate non-disturbanceto the City through theappropriate construction plans or geotechnical studies prior to any earth-disturbing activities. Projects that would include any earth disturbance (disturbed orundisturbed soils) shall comply with MM4.4-3(b).Building PermitApplicant4.4-2(b)Should paleontological resources (i.e., fossil remains) be identified at a particular site during project construction, the construction foreman shall ceaseconstruction within 100 feet of the find until a qualified professional can provide an evaluation. Mitigation of resource impacts shall be implemented andfunded by the project applicant and shall be conducted as follows:1. Identify and evaluate paleontological resources by intense field survey where impacts are considered high2. Assess effects on identified sites3. Consult with the institutional/academic paleontologists conducting research investigations within the geological formations that are slated to be impacted4. Obtain comments from the researchers5. Comply with researchers’ recommendations to address any significant adverse effects where determined by the City to be feasible In considering anysuggested mitigation proposed by the consulting paleontologist, the City of Santa Ana staff shall determine whether avoidance is necessary and feasible inlight of factors such as the nature of the find, project design, costs, applicable policies and land use assumptions, and other considerations. If avoidance isunnecessary or infeasible, other appropriatemeasures (e.g., data recovery) shall be instituted. Work may proceed on other parts of the project site whilemitigation for paleontological resources is carried out.Grading PermitApplicant4.4-3Prior to development activities that would demolish or otherwise physically affect buildings or structures 50 years old or older or affect their historic setting,the project applicant shall retain a cultural resource professional who meets the Secretary of the Interior’s Professional Qualifications Standards forArchitectural History to determine if the project would cause a substantial adverse change in the significance of a historical resource as defined in Section15064.5 of the CEQA Guidelines. The investigation shall include, as determined appropriate by the cultural resource professional and the City of Santa Ana,the appropriate archival research, including, if necessary, an updated records search of the South Central Coastal Information Center (SCCIC) of theCalifornia Historical Resources Information System (CHRIS) and a pedestrian survey of the proposed development area to determine if any significanthistoric-period resources would be adversely affected by the proposed development. The results of the investigation shall be documented in a technicalreport or memorandum that identifies and evaluates any historical resources within the development area and includes recommendations and methods foreliminating or reducing impacts on historical resources. The technical report or memorandum shall be submitted to the City Santa Ana for approval. Asdetermined necessary by the City, environmental documentation (e.g., CEQA documentation) prepared for future development within the project site shallreference or incorporate the findings and recommendations of the technical report or memorandum. The project applicant shall be responsible forimplementing methods for eliminating or reducing impacts on historical resources identified in the technical report or memorandum. Such methods couldinclude, but not be limited to, written and photographic recordation of the resource in accordance with the level of Historic American Building Survey (HABS)documentation that is appropriate to the significance (local, state, national) of the resource.Demo PermitApplicantHazards and Hazardous Materials4.5-1When sites that are listed in the EDR Report initiate project development, the project applicant shall prepare a Phase I ESA for the proposed site. The PhaseI ESA shall be prepared in accordance with ASTM E-1527-05 ―Standard Practice for Environmental Site Assessments: Phase I Environmental SiteAssessment Process‖ (November 1, 2006). The purpose of a Phase I ESA is to identifyenvironmental conditions at a proposed project site that may suggestenvironmental contamination. ThePhase I ESA report shall be prepared by a CA EPA Registered Environmental Assessor or similarly qualifiedindividualprior to initiating any construction activities at the site.If recommended in the Phase I ESA, the project sponsor shall undertake (or require the responsible party to undertake) a Phase II ESA soil sampling plan;or if any environmental contamination is identified by the Phase I ESA, the project sponsor shall implement (or require the responsible party to implement)the recommendations of the report to further investigate and to remove any soil contamination.Demo or GradingPermitApplicant4.5-2In the event that previously unknown or unidentified soil and/or groundwater contamination that could present a threat to human health or the environment isencountered during construction in the Transit Zoning Code (SD 84A and SD 84B) area, construction activities in the immediate vicinity of the contaminationshall cease immediately. If contamination is encountered, a Risk Management Plan shall be prepared and implemented that (1) identifies the contaminantsof concern and the potential risk each contaminant would pose to human health and the environment during construction and post-developmentand (2)describes measures to be taken to protect workers, and the public from exposure to potential site hazards. Such measures could include a range of options,including, but not limited to, physical site controls during construction, remediation, long-term monitoring, post-development maintenance or accesslimitations, or some combination thereof. Depending on the nature of contamination, if any, appropriate agencies shall be notified (e.g., Santa Ana FireDepartment). If needed, a Site Health and Safety Plan that meets Occupational Safety and Health Administration requirements shall be prepared and inplace prior to commencement of work in any contaminated area.Demo or GradingPermitApplicant, GC4.5-3Prior to the demolition of structures that were constructed before 1980, a thorough investigation shall be completed to determine if asbestos, lead, or PCBsexist on the site. All demolition that could result in the release of lead and/or asbestos must be conducted according to Cal/OSHA standards.Demo Permit forstructures olderthan 1980Applicant4.5-4For development of structures that exceed 200 feet in height above ground level at a development site, applicants shall file a Notice of ProposedConstruction or Alteration with the FAA (FAA Form 7460-1). Following the FAA’s aeronautical evaluation of the project, projects must comply with conditionsof approval imposed or recommended by the FAA. Subsequent to the FAA findings, the project shall be reviewed by the ALUC for consistency analysis.n/an/an/a4.5-5Prior to initiation of construction activities, any development within the Transit Zoning Code (SD 84A and SD 84B) Area shall have a completed traffic controlplan, prepared by the project proponent that will be implemented during construction activities. This may include, but is not limited to, the maintenance of atleast one unobstructed lane in both directions on surrounding roadways. At any time if only a single lane is available, the developer shall provide atemporary traffic signal, signal carriers (i.e., flagpersons), or other appropriate traffic controls to allow travel in both directions. If construction activitiesrequire the complete closure of a roadway segment, the developer shall provide appropriate signage indicating alternative routes.Demo or GradingPermitGC4.5-6The City Public Works Department shall consult with the Santa Ana Police Department and the Santa Ana Fire Department to disclose temporary closuresand alternative travel routes in order to ensure adequate access for emergency vehicles when construction of future projects would result in temporary landor roadway closures.Building PermitCity4.5-7The Santa Ana Fire Department, in consultation with other applicable City Departments (e.g., Police), shall update their Emergency Preparedness Plan priorto occupancy of the first project developed under the Renaissance Transit Zoning Code (SD 84A and SD 84B), to address the potential for the accidentalrelease of hazardous materials that may be used, stored, and/or transported in association with operation of project implementation.C of OCity4.5-8Project applicants shall submit evacuation plans on a project by project basis that shall be reviewed and approved by the City Police and Fire Departments.C of OSignageConsultant,ApplicantHydrology and Water Quality4.6-1In order to comply with the current version of the DAMP, future development projects in the Transit Zoning Code (SD 84A and SD 84B) area shall prepareStorm Drain Plans, Stormwater Pollution Prevention Plans (SWPPP), and Water Quality Management Plans (WQMP) conforming to the current NationalPollutant Discharge Elimination System (NPDES) requirements, prepared by a Licensed Civil Engineer or Environmental Engineer, shall be submitted to thePublic Works Agency for review and approval.a. A SWPPP shall be prepared and updated as needed during the course of construction to satisfy the requirements of each phase of the development. Theplan shall incorporate all necessary Best Management Practices (BMPs) and other City requirements to eliminate polluted runoff until all construction workfor the project is completed. The SWPPP shall include treatment and disposal of all dewatering operation flows, and for nuisance flows during construction.The SWPPP may include, but would not necessarily be limited to, the following applicable measures:■ Minimum required pavement widths for residential streets needed to comply with all zoning and applicable ordinances■ Use permeable materials for private sidewalks, driveways, parking lots, or interior roadway surfaces■ Reduce the overall imperviousness associated with parking lots by using pervious materials in spillover parking areas■ Direct rooftop runoff to pervious areas and avoid routing rooftop runoff to the roadway or the stormwater conveyance system■ Biofilters including vegetated swales and strips■ Extended/dry detention basins■ Infiltration basin■ Infiltration trenches or vaults■ Catch basin inserts■ Continuous flow deflection/separation systems■ Storm drain inserts■ Media filtration■ Foundation planting■ Catch basin screens■ Normal flow storage/separation systems■ Clarifiers■ Filtration systems■ Primary waste water treatment systems■ Dry Wells■ Cisternb. A WQMP shall be prepared, maintained, and updated as needed to satisfy the requirements of the adopted NPDES program. The plan shall incorporatewater quality measures for all improved phases of the project.Grading PermitCivilSubmitted with or before the Precise Grading plans in July4.6-2Prior to issuance of grading permits for future development projects in the Transit Zoning Code (SD 84A and SD 84B) area, applicants shall submitsite-specific Hydrology and Hydraulic Studies to the Public Works Department for review and approval. If existing facilities are not adequate to handle runoffthat may be generated by the proposed development, then the applicant shall propose feasible remedies to assure that adequate drainage facilities will beavailable prior to issuance of occupancy permits. The applicant may propose storm drain improvements to be constructed in order to meet project needs. Ifnecessary storm drain upgrades cannot be implemented prior to issuance of occupancy permits, on site detention facilities or other methods acceptable tothe City shall be included with new development projects to ensure that post-construction runoff does not exceed pre-development quantities.Grading PermitCity, CivilSubmitted as part of the WQMP at same time as the PGP in July4.6-3During the design of individual projects, applicants shall minimize impervious area by incorporating landscaped areas over substantial portions of a proposedproject area. Furthermore, impervious areas shall be directly connected to landscaped areas or bioretention facilities to promote filtration and infiltration ofstormwater.Building PermitCivil, LandscapeNoted4.6-4During the design of individual projects, applicants shall control structural source through storm drain stenciling and signage, coverage of trash area tominimize direct precipitation, efficient irrigation to minimize runoff into stormwater conveyance system, slope and channel protection to decrease potentialsfor erosions of slopes, and use of deep-rooted, drought tolerant plant species for erosion control.Building PermitCivil, LandscapeLandscape: Noted. Refer to irrigation plan, irrigation legend and notes for irrigationequipment.Noise4.8-1All construction activity within the City shall be conducted in accordance with Section 18-314(e) of the City of Santa Ana Municipal Code.SpecDuring ConstructionArchitect, GC4.8-2Each project applicant shall require by contract specifications that the following construction best management practices (BMPs) be implemented bycontractors to reduce construction noise levels:■ Two weeks prior to the commencement of construction, notification must be provided to property owners within 300 feet of a project site disclosing theconstruction schedule, including the various types of activities that would be occurring throughout the duration of the construction period■ Ensure that construction equipment is properly muffled according to industry standards and be in good working condition■ Place noise-generating construction equipment and locate construction staging areas away from sensitive uses, where feasible■ Schedule high noise-producing activities between the hours of 8:00 A.M. and 5:00 P.M. to minimize disruption on sensitive uses■ Implement noise attenuation measures, which may include, but are not limited to, temporary noise barriers or noise blankets around stationaryconstruction noise sources■ Use electric air compressors and similar power tools rather than diesel equipment, where feasible■ Construction-related equipment, including heavy-duty equipment, motor vehicles, and portable equipment, shall be turned off when not in use for morethan 30 minutes■ Construction hours, allowable workdays, and the phone number of the job superintendent shall be clearly posted at all construction entrances to allow forsurrounding owners and residents to contact the job superintendent. If the City or the job superintendent receives a complaint, the superintendent shallinvestigate, take appropriate corrective action, and report the action taken to the reporting party. Contract specifications shall be included in the proposedproject construction documents, which shall be reviewed by the City prior to issuance of a grading permit.SpecGrading PermitArchitect, GC4.8-3Each project applicant shall require by contract specifications that construction staging areas along with the operation of earthmoving equipment within theproject area would be located as far away from vibration and noise sensitive sites as possible. Contract specifications shall be included in the proposedproject construction documents, which shall be reviewed by the City prior to issuance of a grading permit.Grading PermitGC4.8-4 Each project applicant shall require by contract specifications that heavily loaded trucks used during construction would be routed away from residentialstreets. Contract specifications shall be included in the proposed project construction documents, which shall be reviewed by the City prior to issuance of agrading permitSpecGrading PermitGC4.8-5When residential uses would be located in areas with noise levels in excess of 60 dBA CNEL (either through conversion of use/structure or newconstruction), the project applicant shall provide noise barriers around private open space areas, including patios and balconies, as necessary. The heightand density of the barriers shall be sufficient to reduce the exterior noise levels within private open space areas to a CNEL of 65 dBA or less.Building PermitGC4.8-6Prior to issuance of building permits, building plans shall specify the STC rating of windows and doors for all residential land uses. Window and door ratingsshall be sufficient to reduce the interior noise level to a CNEL of 45 dBA or less, and shall be determined by a qualified acoustical consultant as part of thefinal engineering design of the project.Building PermitArchitect4.8-7Each project applicant shall provide proper shielding for all new HVAC systems used by the proposed residential and mixed use buildings to achieve anattenuation of 15 dBA at 50 feet from the equipment.NotedBuilding PermitArchitectSee building and wall sections4.8-8The City shall provide a written statement to each applicant for projects located within 400 feet of the SCRRA tracks that shall be provided for eachresidential unit and resident, notifying them of potential noise and vibration issues associated with the railroad tracks, including the following:Notice of DisclosureEach owner’s [or renter’s] interest is subject to the fact that trains operate at different times of the day and night on the railway tracks immediately adjacentto a project site; and that by accepting the conveyance of an interest [or lease agreement] in that project, owner [or renter] accepts all impacts generated bythe trains.Posting of Notice of Disclosure in each residential unitPrior to offering the first residential unit for purchase, lease, or rent, the property owner or developer shall post a copy of the Notice of Disclosure in everyunit in a conspicuous location. Also, a copy of the Notice of Disclosure shall be included in all materials distributed for the Project, including but not limited to:the prospectus, informational literature, and residential lease and rental agreements.Finalization ofLease AgreementsApplicant,ManagerPopulation and Housing4.10-1Prior to an issuance of a building permit, individual projects in the Transit Zoning Code (SD 84A and SD 84B) area shall perform a water supply, fire flow testand fire protection system design analysis to ensure that proposed projects are in accordance to meet standard fire protection design requirements.Building PermitApplicant, FireSprinkler4.10-2Any development that would exceed two stories in height shall submit site-specific security plans to the SAPD for review prior to issuance of a buildingpermit.Buildng PermitLV4.10-3No developer within the Transit Zoning Code (SD 84A and SD 84B) boundaries shall utilize a frequency of 800 MHz, which is reserved for emergencyservices.Building PermitLV4.10-4Individual project developers shall pay school impact fees prior to the issuance of occupancy permits.C of OApplicant4.10-5Prior to issuance of a building permit for a residential development project, or change of use from non-residential to residential within the Transit ZoningCode (SD 84A and SD 84B) area, project applicants shall pay to the City of Santa Ana the Park Acquisition and Development Fee.Building PermitApplicantTransportation4.11-1The City of Santa Ana shall, during any roadway improvement within the Transit Zoning Code boundaries, evaluate, consider, and implement as appropriatethe traffic calming measure(s), including but not limited to the following:■ Curb extensions at local intersections■ Short medians at entries to wide streets■ Traffic circles at oversized intersections■ Speed humps■ Turn restrictionsDuring ConstructionCity4.11-2As part of the project, the City of Santa Ana and the project sponsors shall work with the transit providers to implement various transit-relatedmeasures toimprove and expand bus system service within the Transit Zoning Code (SD 84A and SD 84B) area. These measures may include, but are not limited to,the following:■ Adding bus stops to the Transit Zoning Code (SD 84A and SD 84B) area along existing roadways■ Changing bus service headways to respond to increased demand■ Changing bus service destinations to respond to changing demand■ Adding local shuttle service for employees and patrons of the Transit Zoning Code (SD 84A and SD 84B) areaThe details of bus service improvements shall be determined in coordination with OCTA. The following recommendations would help encourage publictransit patronage for project-related trips:■ Bus Stop Locations—Relocation of existing bus stops and the provision of additional bus stops should be considered to accommodate transit users atconvenient locations.■ Days of Operation—The City should work with OCTA to consider changes to route times to serve nighttime and weekend project visitors and employees.■ Headway—The City should work with OCTA to review route headways to determine if it would be appropriate to reduce them to accommodate transitriders within the Transit Zoning Code (SD 84A and SD 84B) area.During ConstructionCity, Applicant4.11-3The City of Santa Ana Public Works Agency shall monitor the traffic signals within the Transit Zoning Code study area once every five years to ensure thattraffic signal timing is optimized.for 5 years after Cof OCity4.11-4The City of Santa Ana shall institute a program for systematic mitigation of impacts as development proceeds within the Transit Zoning Code to ensuremitigation of the individual improvements. The program shall prescribe the method of participation in the mitigation program by individual projects and guidethe timely implementation of the mitigation measures. The program shall include the following elements:■ A funding and improvement program should be established to identify financial resources adequate to construct all identified mitigation measures in atimely basis.■ All properties that redevelop within the Transit Zoning Code should participate in the program on a fair share per new development trip basis. The fairshare should be based upon the total cost of all identified mitigation measures, divided by the peak hour trip generation increase forecast. This rate per peakhour trip should be imposed upon the incremental traffic growth for any new development within the Transit Zoning Code.■ The program should raise funds from full development of the Transit Zoning Code to fund all identified mitigation measures.■ The program should monitor phasing development of the Transit Zoning Code and defer or eliminate improvements if the densities permitted in the TransitZoning Code are not occurring.■ Program phasing should be monitored through preparation of specific project traffic impact studies for any project that is expected to include more than100 dwelling units or 100,000 sf of non-residential development. Traffic impact studies should use traffic generation rates that are deemed to be mostappropriate for the actual development proposed.■ Properties within Santa Ana and within one-half mile of the Transit Zoning Code that redevelop to result in higher traffic generation should also participatein the program to insure equity.■ The City may elect to implement appropriate mitigation measures as a condition of approval of the proposed developments, where appropriate. All or partof the costs of these improvements may be considered to be a negotiated credit toward the program, however the program must be administered in amanner that assures that it can fund necessary improvements to maintain adequate level of service at all intersections within this study. If funding of priorityimprovements cannot be assured, credit for construction of lower priority improvements may not be assured or may be postponed until more program fundsare available.project lifetimeCity4.11-5 -16Main Street at First Street—Install a second northbound and southbound left-turn lanes and a dedicated northbound right-turn lane for 2030 and 2035conditions.project lifetimeCity4.11-6Lacy Street at Santa Ana Boulevard—Install a traffic signal and provide exclusive left-turn lane for both northbound and southbound directions for both 2030and 2035 conditions.City4.11-7Lacy Street at First Street—Install a traffic signal for both 2030 and 2035 conditions, a traffic signal, and provide exclusive left-turn lane for both northboundand southbound directions for both 2030 and 2035 conditions.City4.11-8Santiago Street at Washington Avenue—Install a traffic signal and provide one exclusive left-turn lane for both eastbound and westbound traffic for 2035conditions only.City4.11-9Santiago Street at Civic Center Drive—Install a traffic signal and provide: one exclusive left-turn lane, one through lane, and one shared through andright-turn lane on northbound and southbound approaches; and one exclusive left-turn lane and one shared through and right lane on eastbound andwestbound approaches. The improvement is only needed for 2035 conditions.City4.11-10Santiago Street at Santa Ana Drive—Construct a second southbound left-turn lane for 2035 conditions. The improvement is only needed for 2035conditions.City4.11-11Santiago Street a Fourth Street—Install a traffic signal. The lane configuration for the signal is recommended as 1 Left, 1 Through, 1 Through+ Right for allapproaches.City4.11-12Standard Street at First Street—Construct third eastbound and westbound shared through-right lanes for 2035 conditions. The improvement is only neededfor 2035 conditions.City4.11-13Grand Avenue at Santa Ana Boulevard—Construct a third southbound through lane and eastbound right-turn overlap signal phasing.City4.11-14Grand Avenue at First Street—Construct a third eastbound shared through/right-turn lane, a third westbound shared through/right-turn lane, and a thirdnorthbound through lane with dedicated northbound right-turn lane for 2035 conditions. The improvement is only needed for 2035 conditions.City4.11-15Grand Avenue at I-5 Northbound Ramps—Construct a second westbound right-turn lane and for the I-5 northbound off ramp under both 2030 and 2035conditionsCity4.11-16 I-5 at Santa Ana Blvd.—Northbound Off-Ramp—The City of Santa Ana Department of Public Works shall coordinate with Caltrans for the installation of asecond ramp lane for the I-5 northbound off ramp. The improvement shall be implemented to mitigate 2035 conditions.City, CaltransUtilities and Service Systems4.12-1Individual project applicants shall prepare site-specific sewer evaluations, including flow monitoring and modeling, during the project design to determine theadequacy of the existing sewer pipe capacity in the affected project area lines. The evaluation shall be submitted to the City of Santa Ana or OCSD, asappropriate, for review and approval prior to issuance of building permits. Any recommendations made in the site-specific sewer evaluations shall beincorporated into the design of each individual project.Building PermitCivil, Applicant4.12-2Individual non-residential project applicants are encouraged to apply for Southern California Edison’s ―Savings By Design‖ program. The program is aimedat generating an overall reduction in energy use through design methods and incentive programs by maintaining a 15% or greater exceedance of Title 24.n/a?Building PermitApplicant4.12-3Individual development projects within the boundaries of the Transit Zoning Code (SD 84A and SD 84B) shall implement energy conservation measures(such as energy-efficient lighting and microprocessor controlled HVAC equipment) to reduce the demand for electricity and natural gas as part of the projectdesign. The energy conservation measures shall be subject to modification as new technologies are developed, or if current technology becomes obsolete,through replacement and shall be reviewed by the Planning and Building Agency prior to issuance of a building permit.Building PermitT-24, Lighting,Mechanical,ElectricalClimate Change4.13-1All diesel fueled construction equipment shall be classified EPA Tier II or better emission efficiencies.SpecGrading PermitArchitect, GC4.13-2All construction equipment shall be shut off when not in use and shall not idle for more than five minutes, unless actively engaged in construction activities.SpecGrading PermitArchitect, GC4.13-3Queuing of trucks on and off site shall be limited to periods when absolutely necessitated by grading or construction activities.SpecGrading PermitArchitect, GC4.13-4All on-road construction trucks and other vehicles greater than 10,000 pounds shall be shut off when not in use and shall not idle for more than 5 minutes.SpecGradingPermitArchitect, GC4.13-5To the extent feasible, all diesel- and gasoline-powered construction equipment shall be replaced with equivalent electric equipment.SpecGrading PermitArchitect, GC4.13-6Project plans and specifications shall include policies and procedures for the reuse and recycling of construction and demolition waste (including, but notlimited to, soil, vegetation, concrete, lumber, metal, and cardboard).ConstructionWasteManagementPlanGrading PermitGC4.13-7Project plans and specifications shall include education for construction workers about reducing waste and using available recycling services.ConstructionWasteManagementPlanGrading PermitGC4.13-8Prior to issuance of a building permit, the applicant shall demonstrate that the design of the proposed buildings or structures meets or exceeds the mostrecent Title 24 requirements (Title 24, Part 6 of the California Code of Regulations; Energy Efficiency Standards for Residential and Non ResidentialBuildings; Cool Roof Coatings performance standards), subject to review by the City Building Official. Documentation of compliance with this measure shallbe provided to the Planning and Building Agency and Building Official for review and approval prior to issuance of the permit. Installation of the identifieddesign features or equipment will be confirmed by the City Building Official prior to certificate of occupancy. The following design features should beconsidered by the applicant as a way to achieve Title 24 compliance in excess of the minimum requirement:■ Increase in insulation such that heat transfer and thermal bridging is minimized■ Limit air leakage through the structure or within the heating and cooling distribution system to minimize energy consumption■ Incorporate dual-paned or other energy efficient windows■ Incorporate energy efficient space heating and cooling equipment■ Incorporate energy efficient light fixtures■ Incorporate energy efficient appliances■ Incorporate energy efficient domestic hot water systems■ Incorporate solar panels into the electrical system■ Incorporate cool roofs/light-colored roofing■ Or other measures that will increase the energy efficiency of building envelope in a manner that when combined with the other options listed aboveexceeds current Title 24 Standards (Title 24, Part 6 of the California Code of Regulations; Energy Efficiency Standards for Residential and Non ResidentialBuildings, as amended September 11, 2008; Cool Roof Coatings performance standards as amended September 11, 2006) by a minimum of 20 percentBuidling PermitT-24, Lighting,Architect, Mech,Elec, plumb4.13-9Prior to issuance of a building permit, applicants for individual projects shall provide a landscape plan that includes shade trees around main buildings,particularly along southern elevations where practical, and will not interfere with loading dock locations or other operational constraints. Documentation ofcompliance with this measure shall be provided to the Planning and Building Agency for review and approval.Buildnig PermitLandscapeNoted. Refer to landscape plans for shade trees around the main building and plantinglegend for tree species.4.13-10All showerheads, lavatory faucets, and sink faucets within the residential units, and where feasible within non-residential developments, shall comply withthe California Energy Conservation flow rate standards.C of OPlumbing4.13-11 Low-flush toilets shall be installed within all Congregate Care units as specified in California State Health and Safety Code Section 17921.3.n/an/an/a4.13-12Project designers should consider design features to incorporate light-colored roofing materials that will deflect heat away from the building and conserveenergyBuilding PermitArchitectSee roof plan4.13-13Landscape designers shall ensure that landscaping of common areas for Industrial/Commercial projects uses drought-tolerant and smog-toleranttrees,shrubs, and groundcover to ensure long-term viability and conserve water and energy.Building PermitLandscapeNoted. Refer to landscape plans for planting legend for tree, shrub, and groundcoverspecies.4.13-144.13-13Landscape designers shall ensure that the landscape plan for Industrial/Commercial projects includes drought resistant trees, shrubs, and groundcoverwithin the parking lot and perimeter.Building PermitLandscapeNoted. Refer to landscape plans for planting legend for tree, shrub, and groundcoverspecies.4.13-15Individual project applicants shall ensure that designs for Industrial/Commercial projects include all illumination elements to have controls to allow selectiveuse as an energy conservation measure.Building PermitElectrical4.13-16The applicant for Industrial/Commercial projects should promote ride sharing programs such as, but not necessarily including, publishing ride sharinginformation for all of the tenants, designating a certain percentage of parking spaces for ride sharing vehicles, designating adequate passenger loading andunloading and waiting areas for ride sharing vehicles, and providing a website or message board for coordinating rides. Prior to issuance of a buildingpermit, the applicant shall demonstrate that measures have been included to provide adequate bicycle parking near building entrances to promote cyclistsafety, security, and convenience pursuant to SAMC Chapter 41 regarding bicycle parking standards and Chapter 16 of the Santa Ana Citywide DesignGuidelines regarding Bikeway Support Facilities Guidelines. Documentation of compliance with this measure shall be provided to the City Building Officialfor review and approval. Installation of the identified design features or equipment will be confirmed by the City Building Official prior to issuance of certificateof occupancy.C of OArchitect, Owner4.13-17Prior to issuance of any certificate of occupancy, the applicant shall demonstrate that all Multi-family/Industrial/Commercial projects’ interior building lightingsupports the use of compact fluorescent light bulbs or equivalently efficient lighting to the satisfaction of the Building Official.Building PermitLighting4.13-18Applicants for Multi-family/Industrial/Commercial projects shall consider providing preferential parking spaces for ultra-low emission vehicles and alternativefueled vehicles to encourage the use of alternative fuels and ultra-low emission vehicles.NotedC of OArchitect,Manager4.13-19Prior to issuance of a building permit, the applicant shall demonstrate that the proposed Multi-family/ Industrial/Commercial uses building or structuredesigns incorporate exterior storage areas for recyclables and green waste and adequate recycling containers located in public/common areas pursuant tothe adopted standards. Documentation of compliance with this measure shall be provided to the Planning and Building Agency for review and approval.Installation of the identified design features or equipment will be confirmed by the City Building Official prior to issuance of certificate of occupancy.NotedBuilding Permit,C of OArchitect,Manager4.13-20All common area irrigation areas for Multi-family/Industrial/Commercialprojects shall consider systems that are capable of being operated by a computerizedirrigation system which includes an on-siteweather station/ET gage capable of reading current weather data and making automatic adjustments toindependent run times for each irrigation valve based on changes in temperature, solar radiation, relative humidity, rain, and wind. In addition, thecomputerized irrigation system shall also consider the ability to be equipped with flow-sensing capabilities, thus automatically shutting down the irrigationsystem in the event of a mainline break or broken head. These features will assist in conserving water, eliminating the potential of slope failure due tomainline breaks, and eliminating over-watering and flooding due to pipe and/or head breaks.C of OLandscapeNoted. Refer to irrigation plan, irrigation legend and notes for irrigation equipment.4.13-21Consideration of installation of solar roofs on homes and businesses to offset the increasing demand for energy and natural gas.C of OSolar4.13-22Project applicants shall, where feasible, incorporate passive solar design features into the buildings, which may include roof overhangs or canopies thatblock summer shade, but that allow winter sun, from penetrating south facing windows.NotedC of OArchitect4.13-23Use Energy Efficient Roofing Materials. All roofing materials used in commercial/retail buildings at the Mixed-Use Retail Development shall be Energy Star®certified. All roof products shall also be certified to meet American Society for Testing and Materials (ASTM) high emissivity requirementsNotedC of OArchitect4.13-24All commercial/industrial projects shall, where feasible, include up to 10% renewable energy sources within the project.C of OApplicantA06-21-23 CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.DeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AGEOTECHNICALREPORTA0-8006-21-23 CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.DeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AGEOTECHNICALREPORTA0-8106-21-23 GEOTECHNICALREPORTA0-82CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.DeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A06-21-23 GEOTECHNICALREPORTA0-83CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.DeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A06-21-23 GEOTECHNICALREPORTA0-84CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.DeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A06-21-23 GEOTECHNICALREPORTA0-85CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.DeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A06-21-23 GEOTECHNICALREPORTA0-86CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.DeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A06-21-23 GEOTECHNICALREPORTA0-87CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.DeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A06-21-23 GEOTECHNICALREPORTA0-88CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.DeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A06-21-23 GEOTECHNICALREPORTA0-89CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.DeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A06-21-23 GEOTECHNICALREPORTA0-90CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.DeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A06-21-23 CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.DeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AEXTERIORACOUSTICALANALYSIS REPORTA0-9106-21-23 EXTERIORACOUSTICALANALYSIS REPORTA0-92CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.DeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A06-21-23 EXTERIORACOUSTICALANALYSIS REPORTA0-93CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.DeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A06-21-23 EXTERIORACOUSTICALANALYSIS REPORTA0-94CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.DeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A06-21-23 CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.DeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING AADDRESSING PLANS &USPS APPROVALA0-95BUILDING ABUILDING ABUILDING A06-21-23 BUILDING AADDRESSING PLANS &USPS APPROVALA0-96CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.DeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING ABUILDING ABUILDING ABUILDING A06-21-23 BUILDING AADDRESSING PLANS &USPS APPROVALA0-97CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.DeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING A06-21-23 BUILDING BADDRESSING PLANS &USPS APPROVALA0-98CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.DeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING BBUILDING BBUILDING B06-21-23 BUILDING BADDRESSING PLANS &USPS APPROVALA0-99CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.DeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING BBUILDING BBUILDING B06-21-23 LVELECLV ELEC 20138.7LVELECLVELECUPUP UPVANVAN FECFEC ññññññññ ññññ CLEAN AIR4CYFRONT LOADLOOSE BINRECYCLING4CYFRONT LOADLOOSE BINWASTE2CY NARROWFRONT LOADLOOSE BINCOMPOST4CYFRONT LOADLOOSE BINRECYCLINGFECñEVEVEVCLEANAIREVLV ELEC UPDN 2.2%UPUPUPELECLVWASTE CADDY64 GAL.COMPOST3CY NARROWFRONT LOADCOMPACTEDWASTE3CY NARROWFRONT LOADCOMPACTEDRECYCLING64 GAL.COMPOST3CY NARROWFRONT LOADCOMPACTEDWASTE3CY NARROWFRONT LOADCOMPACTEDRECYCLING64 GAL.COMPOST64 GAL.COMPOSTSPSPELECLVELECLV ELECLVELECLV LV ELECLVELECLVELECELEC LVLVELECLVELECLVELECLVELECUPUPUPUPRWVANGñ ññ ññññ ñññññFEC FECFECUSPSELECLVUPDN 6.5%UPDNUPUPDN 6.07%UPGGELEC LV PROTECTED BIKE LANEPROTECTED BIKE LANEFIFTH STREETFOURTH STREETFRENCH STREET MORTIMER STREET MINTER STREETBUILDING A1A2-11BUILDING B1A2-51GARAGE ENTRYGARAGE ENTRY1055222233322223333161616161616161519211821141212121919212020EXISTING 1-STORY AUTO SHOP22222222101616161616161610310'-0"SET BACK10'-0"SET BACK5'-0" SET BACK 5'-0"SET BACK10'-0"SET BACK5' - 0 " S E T B A C K EXITEXITEXIT18252525EXIT20'-11"10'-1"5'-11"1'-1" 3"1'-2 1/2"2'-7 1/4"7'-9 1/4"11'-2"14'-10 1/2" 12'-2 1/2"10'-10 1/2"15'-4"5'-1"6'-2 1/2"9'-8 29/64"12'-9 1/2"14'-3 1/2"8'-1 1/2"4'-9 1/2" 11'-6 131/256"32'-7 3/16"40'-1"33'-0 1/4"44'-10" 40'-6" 41'-1 1/2"34'-10 1/2"42'-3"41'-6 1/2" 34'-9 1/2"40'-2 1/2"44'-3 1/2"232323248640'-0" 25'-0"25'-0"25'-0"25'-0"15'-0"15'-0"15'-0"15'-0"25'-0"25'-0"15'-0"14'-10 1/2" 14'-10 1/2"15'-0"25'-0"25'-0"1040'-0"6111317111725'-0"25'-0" 15'-0"15'-0"15'-0"15'-0" 25'-0"25'-0"25'-0"25'-0"PROVIDED BICYCLE PARKING:12 RESIDENTIAL SHORT TERM & 12NON-RESIDENTIAL LONG TERM(24 SPACES TOTAL - INCLUDES 2 REQ'DRES SHORT-TERM AND 1 REQ'D NON-RESLONG-TERM)PROVIDED BICYCLE PARKING:12 RESIDENTIAL SHORT TERM & 12NON-RESIDENTIAL LONG TERM(24 SPACES TOTAL - INCLUDES 2 REQ'DRES SHORT-TERM AND 1 REQ'D NON-RESLONG-TERM)3"4'-7"2'-5 1/2"CANOPY 1'-7 1/2" CANOPY EXIT12'-0"SIDEWALK 12'-0" SIDEWALKPER CBC 3202.3.1 CANOPIES 8FEET OR MORE ABOVE GRADESHALL NOT EXTEND INTOMORE THAN 2/3 THE WIDTH OFTHE SIDEWALK. 12' SIDEWALK= 8' MAX ENCROACHMENTPER CBC 3202.3.1 CANOPIES 8FEET OR MORE ABOVE GRADESHALL NOT EXTEND INTOMORE THAN 2/3 THE WIDTH OFTHE SIDEWALK. 12' SIDEWALK= 8' MAX ENCROACHMENT16AD-31.116AD-31.14 SPACES96" SET BACK 42'-5"51'-1"34'-0 1/2" 4'-0 1/2" 41'-1"245'-7 1/2"ARCHITECTURAL SITEPLANA1-20SYMBOLS LEGENDPROPERTY LINESETBACK LINEACCESSIBLE ROUTE PER CBC 1110A.1VEHICULAR ENTRY/ EXITACCESSIBLE PARKING STALLACCESSIBLE EXITACCESSIBLE BUILDING ENTRANCEEXITPARKING TABLESPARKING REQUIREDPARKING PROVIDEDResidentialBuildingRatioUnitsSpacesRequiredTypeStandardAccessibleProvidedA-Res.299198A-Res.1964200A-Guest0.159915A-Guest14115B-Res.270140B-Res.1684172B-Guest0.157011B-Guest10111Total Res. Parking Required364Total38810398Non-ResidentialNon-Res.1/400 SF13,49834Non-Res.Total Non-Res. Parking Required34Total36238Total Parking Required398Total Parking Provided436Accessible StallsReq'dStdVanProvidedBldg. A Assigned Parking CBC 1109A.4 - 2%x2004.0314Bldg. A Guest Parking CBC 1109A.5 - 5%x151.0011Bldg. B Assigned Parking CBC 1109A.4 - 2%x1684.0314Bldg. B Guest Parking CBC 1109A.5 - 5%x111.0011Non-Res. CBC 11B-208.2 - per table (26-50)2.0112CALGREEN REQUIREDCALGREEN PROVIDEDResidential Mandatory MeasuresEV charging for new constructionRequiredProvidedEV chargingBLDG A:215x10%22.0Residential + GuestBLDG A: 40 (20 Installed + 20Future)Calgreen 4.106.4.2 New Multifamily DwellingsBLDG B:183x10%19.0BLDG B: 50 (19 Installed + 31Future)EV charging (Accessible)1 in 252.0Residential + GuestBLDG A: 2 (1 Installed + 1 Future)Calgreen 4.106.4.2.1BLDG B: 2 (1 Installed + 1 Future)EV charging space dimensions (Refer to building Plans)Calgreen 4.106.4.2.2 - Minimum 9X18 space, with 8' minimum aisle at accessible EV charging stallNon-Residential Mandatory Measures (ALL EV AND CLEAN-AIR SPACES ARE IN BLDG A)EV charging for new constructionRequiredProvidedEV chargingTable (26-50)4.05 (4 Installed + 1Future)Calgreen 5.106.5.3.3EV charging (Accessible)Table (1-4)1.01 (1 Installed + 0Future)CBC 11B-228.3.2.1EV charging space dimensions (Refer to building Plans)Calgreen 4.106.4.2.2 - Minimum 9X18 space, with 8' minimum aisle at accessible EV charging stallClean Air VehiclesRequiredProvidedClean Air VehiclesTable (26-50)6.06Calgreen 5.106.5.2BICYCLE PARKING REQUIREDBICYCLE PARKING PROVIDEDResidential Mandatory MeasuresBicycle ParkingRequiredProvidedBicycle Parking - Short Term4 Min.4.0SPACES ARE LOCATED INTERNAL TO THEBUILDINGBLDG A: 12BLDG B: 12Santa Ana Municipal Code Sec. 41-1307.1Non-Residential Mandatory MeasuresBicycle ParkingRequiredProvidedBicycle Parking - Short Term38x5% (4 min.)4.0SPACES ARE LOCATED EXTERNAL TO THEBUILDINGBLDG A: 4BLDG B: 0Santa Ana Municipal Code Sec. 41-1307.1Bicycle Parking - Long Term38x5%2.0SPACES ARE LOCATED INTERNAL TO THEBUILDINGBLDG A: 12BLDG B: 12Calgreen 5.106.4.1.2KEYNOTES1LOADING ZONEPAVING - SEE CIVIL DRAWINGSCONCRETE SIDEWALK - SEE CIVIL AND LANDSCAPE DRAWINGSPLANTING AREA - SEE LANDSCAPE DRAWINGSDASHED LINE INDICATES LEVEL 3 ABOVETRANSFORMER - SEE DRY UTILITY DRAWINGS23456FIRE DEPARTMENT CONNECTION7RETAIL, RESIDENTIAL AND HOUSE GAS METERS8CALGREEN SHORT-TERM BICYCLE PARKING9SITE PLAN NOTES1.THIS ARCHITECTURAL SITE PLAN IS PROVIDED FOR OVERALL SITE REFERENCE AND LOCATION OF ITEMS INCLUDED INTHIS SET OF PLANS. IT IS NOT INTENDED TO BE USED FOR THE CONSTRUCTION OF ANY SITE IMPROVEMENTS. SEEPLANS BY CIVIL ENGINEER AND LANDSCAPE ARCHITECT FOR ALL SITE IMPROVEMENTS.2.THIS SITE PLAN IS FOR BUILDING DEPARTMENT USE ONLY. ALL DIMENSIONS SHOWN ARE APPROXIMATE, SEE PLANSPREPARED BY CIVIL ENGINEER FOR EXACT BUILDING LOCATIONS, CURBS, STREETS, DRIVEWAYS, UTILITIES, GRADING,SITE ACCESSIBILITY, BUILDING LOCATION, SETBACKS, SIDEWALKS, ETC. SEE PLANS PREPARED BY LANDSCAPEARCHITECT FOR SIDEWALKS, POOLS, HARDSCAPES, LANDSCAPES, FENCING, ETC.3.REFER TO CIVIL DRAWINGS FOR INFORMATION ON GRADING, FINISH GRADES, BUILDING PAD AND BUILDING TOP OFCONCRETE FINISH FLOOR ELEVATION.4.REFER TO CIVIL ENGINEER DRAWINGS FOR ALL PROPERTY LINES, EASEMENTS AND BUILDINGS, BOTH EXISTING ANDPROPOSED.5.REFER TO LANDSCAPE & CIVIL DRAWINGS FOR PLANTING, IRRIGATION, DRAINAGE, WALKWAYS, PATIOS, SITE LIGHTINGINFO AND FOR THE COMMON AREAS.6.REFER TO CIVIL DRAWINGS FOR EXTERIOR ACCESSIBLE ROUTE.7.BUILDING ADDRESS SHALL BE PROVIDED ON THE BUILDING IN SUCH A POSITION AS TO BE PLAINLY VISIBLE ANDLEGIBLE FROM THE STREET. ADDRESS NUMBERS SHALL CONTRASTWITH THEIR BACKGROUND, 4" HIGH MINIMUM AND WITH A MINIMUM STROKE WIDTH OF 0.5" -CBC SECTION 502.1.8.FOR SITE APPURTENANCES NOT SHOWN, SEE CIVIL, LANDSCAPE, ELECTRICAL SITE PLANAND FIRE SPRINKLERS SITE PLAN.101112EXISTING FIRE HYDRANT13COMMERCIAL DOMESTIC METERS(CURB ADJACENT) & BACKFLOWS14GREASE INTERCEPTOR15DOG PARK16VIEW TRIANGLE17186' TALL SECURITY GATE193' TALL SWING GATE - NO LATCHINGOR LOCKING MECHANISM TO BEINSTALLEDTRASH PICK UP20BUILDING ADDRESS SIGNAGE, REFERTO ELEVATIONS21SECURITY FENCEDASHED LINE INDICATES BUILDINGOR EAVE OVERHANG ABOVE2223STREET CAR TRACKS24STORM WATER DETENTION BASIN. SEE CIVILDRAWINGSRESIDENTIAL DOMESTIC METER(CURB ADJACENT) & BACKFLOWSFIRE BACKFLOW PREVENTERNon-Residential Per BuildingAccessible parking spaces only provided in Building A because Building B does nothave an adequate path to the restaurant and retail spaces.A-Total22325B-Total13013Total Parking Provided3825BICYCLE PARKING REQUIRED AS PART OFSTREET FURNITURE IN TRANSIT ZONING CODE.THIS PARKING IS NOT USED FOR CALGREENREQUIREMENT.CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA06-21-23ADDENDUM ASCALE:11"=20'-0"SITE PLANAAAANDHTINGLicense StampLicense Stamp POLICE DEPARTMENTBUILDING SECURITYREGULATIONSA1-21CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.DeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A06-21-23 POLICE DEPARTMENTBUILDING SECURITYREGULATIONSA1-22CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.DeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A06-21-23 POLICE DEPARTMENTBUILDING SECURITYREGULATIONSA1-23CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.DeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A06-21-23 BUILDING A SITEACCESSIBILITYEXHIBITA1-24CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA06-21-23ADDENDUM AKTGY HAS REVIEWED THE CONTENT OF THIS PAGEFOR THE LIMITED PURPOSE OF CHECKING FORCONFORMANCE WITH ITS INSTRUMENTS OF SERVICE.KTGY DISCLAIMS ANY REPRESENTATION WARRANTY,OR ACCURACY OF THE CONTENT OF THIS PAGEREVIEWED BY KTGY. WILBUR WONG LICENSE #C29795 BUILDING A SITEACCESSIBILITYEXHIBITA1-24.1CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA06-21-23ADDENDUM AKTGY HAS REVIEWED THE CONTENT OF THIS PAGEFOR THE LIMITED PURPOSE OF CHECKING FORCONFORMANCE WITH ITS INSTRUMENTS OF SERVICE.KTGY DISCLAIMS ANY REPRESENTATION WARRANTY,OR ACCURACY OF THE CONTENT OF THIS PAGEREVIEWED BY KTGY. WILBUR WONG LICENSE #C29795 BUILDING B SITEACCESSIBILITYEXHIBITA1-25CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA06-21-23ADDENDUM AKTGY HAS REVIEWED THE CONTENT OF THIS PAGEFOR THE LIMITED PURPOSE OF CHECKING FORCONFORMANCE WITH ITS INSTRUMENTS OF SERVICE.KTGY DISCLAIMS ANY REPRESENTATION WARRANTY,OR ACCURACY OF THE CONTENT OF THIS PAGEREVIEWED BY KTGY. WILBUR WONG LICENSE #C29795 BUILDING B SITEACCESSIBILITYEXHIBITA1-25.1CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA06-21-23ADDENDUM AKTGY HAS REVIEWED THE CONTENT OF THIS PAGEFOR THE LIMITED PURPOSE OF CHECKING FORCONFORMANCE WITH ITS INSTRUMENTS OF SERVICE.KTGY DISCLAIMS ANY REPRESENTATION WARRANTY,OR ACCURACY OF THE CONTENT OF THIS PAGEREVIEWED BY KTGY. WILBUR WONG LICENSE #C29795 BUILDING A AVERAGEGRADE PLANE EXHIBITA1-26CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A06-21-23 BUILDING B AVERAGEGRADE PLANE EXHIBITA1-27CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A06-21-23 GGBBFAAAAAAACCBBBEELVELECLV ELEC LVELECLVELECUPUP UPTURN-AROUNDSPOTBIKESTAIR A1STAIR A2TURNAROUNDSPOTVANVAN UP 5%UP 2%UP 5%UP 5%EVEVFECFEC ññññññññ ññññCLEAN AIRUP 8%UP 8%DN2%DN4.1%4CYFRONT LOADLOOSE BINRECYCLING4CYFRONT LOADLOOSE BINWASTE2CY NARROWFRONT LOADLOOSE BINCOMPOST4CYFRONT LOADLOOSE BINRECYCLINGDN 5% DN 8.33% DN 1.3% UP 3%FECñEVEVEVCLEANAIREVLV ELEC UPDN 2.2%UPUPUPELECLVWASTE CADDY64 GAL.COMPOST3CY NARROWFRONT LOADCOMPACTEDWASTE3CY NARROWFRONT LOADCOMPACTEDRECYCLING64 GAL.COMPOST3CY NARROWFRONT LOADCOMPACTEDWASTE3CY NARROWFRONT LOADCOMPACTEDRECYCLING64 GAL.COMPOST64 GAL.COMPOSTCORRIDORVENTILATIONSHAFTCORRIDORVENTILATIONSHAFTCORRIDORVENTILATIONSHAFTSPSPFECFECFECFEC ELECLVELECLV ELECLVELECLV LV ELECLVELECLVELECELEC LVLVELECLVELECLVELECLVELECUPUPUPUPRWUP 5%UP 5%VANUP 5%UP 2%GPARCELñ ññ ññññ ñññññFEC FECFECUSPSUP 3% 3.5%4.0%ELECLVUPDN 6.5%UPDNUPUPDN 6.07%UPGGELEC LV PROTECTED BIKE LANEPROTECTED BIKE LANEFIFTH STREETFOURTH STREETFRENCH STREET MORTIMER STREET MINTER STREETKBKB KBKBKBKBKBKBKBKBKBKBKB150'150' 150' 122'150'150'ROOFACCESSSTAIRROOF ACCESS STAIR -DIRECT ACCESS TOLEVEL 3 POOL DECKROOFACCESSSTAIR8' MIN. PARKING 20'-0" MIN. FIRE LANE 8' MIN. PARKING 20'-0" MIN. FIRE LANE 20'-0" MIN. FIRE LANE 8'-0"PARKING24'-0"FIRE LANE20' MIN.8'-0"PARKING97'8'-0"PARKING24'-0"FIRE LANE20' MIN.8'-0"PARKING20'-0" MIN.FIRE LANE 8'-0" PARKING 20'-0" MIN. FIRE LANEEXISTING 1-STORY AUTO SHOP20'-0" MIN.FIRE LANE1221127'-6"ROOFACCESSSTAIRROOFACCESSSTAIRROOFACCESSSTAIR3315' MIN. 30' MAX.CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.DeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA06-21-23ADDENDUM AFIRE ACCESS PLANA1-301. PROVIDE AN ELECTRIC KNOX BOX KEYED OVERRIDE SWITCHBUILDING ENTRANCE150' HOSE MAX PULL W/ FIRETRUCK150' HOSE PULLSTANDPIPE IN STAIR ENCLOSURESFIRE WALLFIRE HYDRANTXXACTUAL HOSE PULL FROMSTANDPIPE OR FIRE HYDRANTFIRE ACCESS TO THE ENTRY DOOR OF FURTHEST UNIT IS NOMORE THAN 300' MAX FROM FIRE HYDRANT (ASDEMONSTRATED):150' MAX FROM THE FIRE HYDRANT TO THE BUILDING ACCESSPOINT + 150' MAX TO THE UNIT ENTRY DOOREXPOSED STANDPIPE OR IN WALLWITH ACCESS PANEL - CLASS I*KNOX BOXKBKOSKEYED OVERRIDE SWITCHFIRE HYDRANTSPER FIRE CODE SEC 57.09.06.BALL PORTIONS OF THE EXTERIOR WALLS IS NO MORE THAN 300'FROM A PUBLIC OR PRIVATE FIRE HYDRANT.FIRE HYDRANTSPER FIRE CODE SEC 57.09.06.BALL PORTIONS OF THE EXTERIOR WALLS IS NO MORE THAN 300'FROM A PUBLIC OR PRIVATE FIRE HYDRANT.FIRE APPARATUS ACCESS ROADSPER FIRE CODE SEC 503.1.1THE FIRE APPARATUS ACCESS ROAD SHALL EXTEND TO WITHIN150 FEET OF ALL PORTIONS OF THE FACILITY AND ALL PORTIONSOF THE EXTERIOR WALLS OF THE FIRST STORY OF THE BUILDINGAS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOROF THE BUILDING OR FACILITY.16' TALL SECURITY GATE23' TALL SWING GATE - NO LATCHING OR LOCKING MECHANISM TO BE INSTALLEDFIRE ACESS LANESALL FIRE ACCESS LANES AROUND THE SITE ARE MARKED WITHPRE-EXISTING SIGNAGE.STAIR ENCLOSUREELEVATOR SHAFT3BUILDING ADDRESS SIGNAGE. REFER TO ELEVATIONS.SCALE:11"=20'FIRE ACCESS PLANAAAAAA CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.DeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AFIRE FLOW TESTREPORTA1-30.106-21-23 BBFAAAAAAACCBBBLVELECLV ELEC LVELECLVELECUPUP UPTURN-AROUNDSPOTBIKESTAIR A1STAIR A2TURNAROUNDSPOTVANVAN UP 5%UP 2%UP 5%UP 5%EVEVFEC FECñññññ ññ ññññ ñCLEAN AIRUP 8%UP 8%DN2%DN4.1%4CYFRONT LOADLOOSE BINRECYCLING4CYFRONT LOADLOOSE BINWASTE2CY NARROWFRONT LOADLOOSE BINCOMPOST4CYFRONT LOADLOOSE BINRECYCLINGDN 5% DN 8.33% DN 1.3% UP 3%FECñEVEVEVCLEANAIREVLV ELEC DN 2.2%UPUPUPELECLVWASTE CADDY64 GAL.COMPOST3CY NARROWFRONT LOADCOMPACTEDWASTE3CY NARROWFRONT LOADCOMPACTEDRECYCLING64 GAL.COMPOST3CY NARROWFRONT LOADCOMPACTEDWASTE3CY NARROWFRONT LOADCOMPACTEDRECYCLING64 GAL.COMPOST64 GAL.COMPOSTSPSP41'-3" UNLIMITED OPNG 40'-4" UNLIMITED OPNG 33'-4"UNLIMITED OPNG43'-4"UNLIMITED OPNG32'-11"UNLIMITED OPNG36'-3"UNLIMITED OPNG41'-2"UNLIMITED OPNG45'-0" UNLIMITED OPNG 33'-5 23/128" UNLIMITED OPNG CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AEXTERIOR OPENINGANALYSIS BUILDING AA1-50SCALE:11/16"=1'FIRE SEPARATION DISTANCE LEVEL 1OPENING AREA USED FOR ANALYSISWALL AREA USED FOR ANALYSIS10' TO <15'45% OPNG MAXFIRE SEPARATION DISTANCE BASED ON SITE ADJACENCIESMAXIMUM ALLOWABLE OPENING BASED ON FIRE SEPARATION DISTANCE;SEE CBC TABLE 705.8EXTENTS OF A SPECIFIED FIRE SEPARATION DISTANCE ON ELEVATIONOPENING ANALYSIS LEGEND(X) SFX SFIMAGINARY LOT LINEPROPERTY LINECENTERLINE OF STREETAA06-21-23 EEDDDERWSPLV LVELECLVELEC ELEC LV ELEC LVLVELECELECLV ELECLVLVELECLVELECLV ELEC LVELECLVELECLVELEC EVFEC18'-8"EVEVEVEVEVEVEVUPDNFECFECFEC 144.50'DNUPSP22'-1"UNLIMITED OPNGCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AEXTERIOR OPENINGANALYSIS BUILDING AA1-51SCALE:11/16"=1'FIRE SEPARATION DISTANCE LEVEL 3OPENING AREA USED FOR ANALYSISWALL AREA USED FOR ANALYSIS10' TO <15'45% OPNG MAXFIRE SEPARATION DISTANCE BASED ON SITE ADJACENCIESMAXIMUM ALLOWABLE OPENING BASED ON FIRE SEPARATION DISTANCE;SEE CBC TABLE 705.8EXTENTS OF A SPECIFIED FIRE SEPARATION DISTANCE ON ELEVATIONOPENING ANALYSIS LEGEND(X) SFX SFIMAGINARY LOT LINEPROPERTY LINECENTERLINE OF STREET06-21-23 GGEESPSPELECLVELECLV ELECLVELECLV LV ELECLVELECLVELECELEC LVLVELECLVELECLVELECLVELECUPUPUPUPRWUP 5%UP 5%VANUP 5%UP 2%Gñ ññ ññññ ñññññFEC FECFECUSPSUP 3% 3.5%4.0%ELECLVUPDNGGELEC LV 29'-10"UNLIMITED OPNG23'-9"UNLIMITED OPNG41'-10"UNLIMITED OPNG22'-8"UNLIMITED OPNG41'-1" UNLIMITED OPNG 40'-4" UNLIMITED OPNG 34'-11"UNLIMITED OPNG40'-1"UNLIMITED OPNG41'-6" UNLIMITED OPNG 34'-9" UNLIMITED OPNG38'-2"UNLIMITED OPNG44'-4"UNLIMITED OPNG12'-10" 45% OPNG 10'-11 103/256"45% OPNG11'-3"45% OPNG91'-0"UNLIMITED OPNG27'-9"UNLIMITED OPNGCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA06-21-23ADDENDUM AEXTERIOR OPENINGANALYSIS BUILDING BA1-52SCALE:11/16"=1'FIRE SEPARATION DISTANCE LEVEL 1OPENING AREA USED FOR ANALYSISWALL AREA USED FOR ANALYSIS10' TO <15'45% OPNG MAXFIRE SEPARATION DISTANCE BASED ON SITE ADJACENCIESMAXIMUM ALLOWABLE OPENING BASED ON FIRE SEPARATION DISTANCE;SEE CBC TABLE 705.8EXTENTS OF A SPECIFIED FIRE SEPARATION DISTANCE ON ELEVATIONOPENING ANALYSIS LEGEND(X) SFX SFIMAGINARY LOT LINEPROPERTY LINECENTERLINE OF STREET ADE PLANE137.89' FF147.97' FF158.05' FF168.13' FF126.70' FF137.89' FF147.97' FF158.05' FF168.13' FF126.70' FF124TYP.20<UNLIMITED OPENINGS ALLOWED10' TO <15'45% OPEN20<UNLIMITED OPENINGSALLOWED51139 S. F.354 S.F.31.1%41139 S. F.354 S.F.31.1%31139 S. F.354 S.F.31.1%21,139 S.F.354 S.F.31.1%11,252 S.F.282 S.F.22.5%OK(1252 S.F.)24 S.F.18 S.F.24 S.F.36 SQ. FT.18 S.F.24 S.F.18 S.F.24 S.F.24 S.F.24 S.F.24 S.F.24 S.F.(1139 S.F.)24 S.F.18 S.F.24 S.F.36 SQ. FT.24 S.F.18 S.F.24 S.F.24 S.F.24 S.F.24 S.F.24 S.F.55 S.F.35 S.F.(1139 S.F.)24 S.F.18 S.F.24 S.F.36 SQ. FT.24 S.F.18 S.F.24 S.F.24 S.F.24 S.F.24 S.F.24 S.F.55 S.F.35 S.F.(1139 S.F.)24 S.F.18 S.F.24 S.F.36 SQ. FT.24 S.F.18 S.F.24 S.F.24 S.F.24 S.F.24 S.F.24 S.F.55 S.F.35 S.F.(1139 S.F.)24 S.F.18 S.F.24 S.F.36 SQ. FT.24 S.F.18 S.F.24 S.F.24 S.F.24 S.F.24 S.F.24 S.F.55 S.F.35 S.F.137.89' FF147.97' FF158.05' FF168.13' FF126.70' FF137.89' FF147.97' FF158.05' FF168.13' FF126.70' FF124TYP.20<UNLIMITED OPENINGS ALLOWED10' TO <15'45% OPEN5363 S. F.32 S.F.8.8%4363 S. F.32 S.F.8.8%3363 S. F.32 S.F.8.8%2363 S.F.32 S.F.8.8%1399 S.F.10 S.F.2.5%OK18 S.F.18 S.F.18 S.F.18 S.F.10 S.F.14 S.F.14 S.F.14 S.F.14 S.F.(399 S.F.)(363 S.F.)(363 S.F.)(363 S.F.)(363 S.F.)CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AEXTERIOR OPENINGANALYSIS BUILDING BA1-53SCALE:11/8"=1'BUILDING B EAST ELEVATIONOPENING AREA USED FOR ANALYSISWALL AREA USED FOR ANALYSIS10' TO <15'45% OPNG MAXFIRE SEPARATION DISTANCE BASED ON SITE ADJACENCIESMAXIMUM ALLOWABLE OPENING BASED ON FIRE SEPARATION DISTANCE;SEE CBC TABLE 705.8EXTENTS OF A SPECIFIED FIRE SEPARATION DISTANCE ON ELEVATIONOPENING ANALYSIS LEGEND(X) SFX SFIMAGINARY LOT LINEPROPERTY LINECENTERLINE OF STREETSCALE:11/8"=1'BUILDING B SOUTH ELEVATIONA06-21-23 FELVELECUPDNSTAIR A1UP 5%UP 5.0%UP 5%DOWN 5%EVEVEVFECFEC FECFECDOWN 1.5%ñññ ññ ññññ ññ ñEVEVEV30'-10" 18'-8"EVEVEVEVEVEVEVDNUP13614'-8"256'-7"41.7%147'-7"102'-3" 2'-8" 122'-8"184'-8"122'-8"147'-7"184'-8"NO OPENINGS4'-1"WALL LENGTHOPENING LENGTHWALL LENGTHOPENING LENGTHOPENING LENGTHWALL LENGTH62'-3"45'-0"75'-5"INT. WALL & OPENINGS 44'-4"INT. WALL & OPENINGS32'-10"44'-2"FECLVELECDNSTAIR A1UP 5%UP 5%UP 5%DOWN 5%FECFECFECDOWM 1.5%ññññññ ññññññEVEVEVEV EVEVEVEVEVEVFECñEVEVDNUP1544614'-8"256'-7"41.7%147'-7"102'-3" 2'-8" 122'-8"WALL LENGTHOPENING LENGTH184'-8"122'-8"184'-8"NO OPENINGS4'-1"WALL LENGTHOPENING LENGTHOPENING LENGTHWALL LENGTH62'-3"45'-0"75'-5"INT. WALL & OPENINGS 44'-4"INT. WALL & OPENINGS32'-10"44'-2"FECTURN-AROUNDSPOTUP 5%164.64'164.64'165.13'165.13'165.13'165.13'165.13'164.64'164.64'165.13'164.88'164.64'159.06'159.06'159.06'159.06'160.63'160.63'160.63'160.63'159.06'159.06'160.63'160.63'160.23'158.59'167.70'167.70'164.39'UP 5%DOWN 5%FEC DOWN 1.6%ññññññ ññññññEVEVEVEV LVELECDN164.64'5N/AN/AN/ALVELECOPEN TO BELOWSTAIR A1UP 5%UP 5%UP 5%UP 1.5%DOWN 5%EVEVEVEVEVUPDNFEC FECFECñññ ññ ññññ ññ ñEVEVEVFECñEVEVVANSTAIR A2CVSDNUP134.134.SPFE184'-8"122'-8"2614'-8"252'-11"41.1%83'-3"147'-7"2'-8" 16'-4" 122'-8"184'-8"NO OPENINGS4'-1"WALL LENGTHOPENING LENGTHWALL LENGTHOPENING LENGTHOPENING LENGTHWALL LENGTH62'-3"45'-0"75'-5"INT. WALL & OPENINGS 26'-0"INT. WALL & OPENINGS32'-10"44'-2"17'-10"LVELECUPUPUPTURN-AROUNDSPOTBIKESTAIR A1STAIR A2TURNAROUNDSPOTVANVAN UP 5%UP 2%UP 5%UP 5%EVEVFEC FECñññññ ññ ññññ ñCLEAN AIR UP 8%UP 8%DN2%DN4.1%4CYFRONT LOADLOOSE BINRECYCLING4CYFRONT LOADLOOSE BINWASTE2CY NARROWFRONT LOADLOOSE BINCOMPOST4CYFRONT LOADLOOSE BINRECYCLINGDN 5% DN 8.33% DN 1.3% UP 3%FECñEVEVEVCLEANAIREVUPDN 2.2%125.00'124.70'DN8%122.66'123.00'123.00'123.16'184'-8"122'-8" 122'-8"184'-8"NO OPENINGS1614'-8"246'-8"40.1%84'-7 1/2"49'-7"16'-4"74'-4"4'-1" 2'-8"12'-0 1/2"WALL LENGTHOPENING LENGTHWALL LENGTHOPENING LENGTHOPENING LENGTHWALL LENGTH62'-3"45'-0"75'-5"INT. WALL & OPENINGS 26'-0"INT. WALL & OPENINGS32'-10"44'-2"17'-10" 3'-0"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AEXTERIOR OPENINGANALYSIS BUILDING AGARAGEA1-54SCALE:31"=20'BUILDING A LEVEL 3SCALE:41"=20'BUILDING A LEVEL 4SCALE:51'=20"BUILDING A LEVEL 5SCALE:11"=20'BUILDING A LEVEL 1SCALE:21"=20'BUILDING A LEVEL 2SCALE:61'=20"NOT USED06-21-23 128.58' FF140.46' FF150.54' FF160.63' FF134.22' FF144.96' FF155.04' FF165.13' FF128.58' FF140.46' FF150.54' FF160.63' FF461 S.F.487 S.F.BUILDING A - NORTHELEVATION WITH SHEAR WALL46,097 S.F.1,624 S.F.26.6%36,090 S.F.1,468 S.F.24.1%26,103 S.F.1,426 S.F.23.4%16,918 S.F.1,548 S.F.22.4%TIER 1818 S.F.TIER 2749 S.F.TIER 3TIER 4724 S.F.785 S.F.2,281 S.F.74.4%3785 S.F.2,281 S.F.74.4%2965 S.F.2,096 S.F.68.5%11,072 S.F.2,329 S.F.68.5%418 S.F.TIER 4553 S.F.1217 S.F.TIER 1TIER 3360 S.F.487 S.F.1039 S.F.TIER 2622 S.F.WIRE MESH SCREEN W/90% OPEN AREA622 S.F. X 0.9 = 560 S.F.24 S.F.10'-1" 5'-11" 5'-5" 6'-6 1/2" 11'-10 1/2" 7'-8 1/2" 7'-2 1/2" 10'-1" 5'-11"AIR LOUVERS W/ 52%OPEN AREA24 S.F. X 0.52 = 12 S.F.LEVEL 1 INTERIOR WALL AREA CALCWALL AREA: 95'-8" L X 11'-2 12" H = 1,072 S.F.OPENING AREA: 207'-10" L X 11'-2 12" H = 2,329 S.F.LEVEL 2 INTERIOR WALL AREA CALCWALL AREA: 95'-8" L X 10'-1" H = 965 S.F.OPENING AREA: 207'-10" L X 10'-1" H = 2,096 S.F.LEVEL 3 INTERIOR WALL AREA CALCWALL AREA: 77'-10" L X 10'-1" H = 785 S.F.OPENING AREA: 226'-2" L X 10'-1" H = 2,281 S.F.LEVEL 4 INTERIOR WALL AREA CALCWALL AREA: 77'-10" L X 10'-1" H = 785 S.F.OPENING AREA: 226'-2" L X 10'-1" H = 2,281 S.F.49'-7"84'-7 1/2"12'-0 1/2"62'-11 5/8"84'-7 1/2"62'-11 5/8"84'-7 1/2"62'-11 5/8"84'-7 1/2"1039 S.F.1039 S.F.10'-1"360 S.F.749 S.F.5'-5"128.18' FF129.72' FF140.46' FF150.54' FF160.63' FFFA2-42123.80' AVERAGEGRADE PLANEAVERAGEHEIGHT OF ROOF1A5-96138.92' FF149.00' FF159.06' FF129.72' FF140.46' FF150.54' FF160.63' FFBUILDING A - WEST ELEVATIONTIER 1TIER 31481 S.F.1243 S.F.336 S.F.TIER 4673 S.F.20 S.F.20 S.F.28 S.F.312 S.F.TIER 21243 S.F.28 S.F.28 S.F.122 S.F.WIRE MESH SCREEN W/90% OPEN AREA459 S.F. X 0.9 = 413 S.F.VENTILATED DOORSW/ 30% OPEN AREAAIR LOUVERS W/52% OPEN AREA56 SF X 0.52 = 29 SF7'-7 1/2"25 S.F.6'-10"4'-10"4'-10"6'-3" 43'-2 1/2" 11'-5"10'-1"10'-1"10'-1" 6'-7"5'-11"6'-7" 7'-5 1/2"3'-6"16'-4"74'-8"79'-11"102'-3"16'-4"102'-3"4'-1"4'-1"4'-1"4'-1"27 S.F.WIRE MESH SCREENGATE W/ 90% OPEN AREA27 S.F. X 0.9 = 24 S.F.123 S.F.147 S.F.441 S.F.147 S.F.TIER 41243 S.F.5'-11" 6'-2 1/2"5'-7"5'-7"EXTERIOR OPENINGANALYSIS BUILDING AGARAGEA1-55.1CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AOPENING AREA USED FOR ANALYSISWALL AREA USED FOR ANALYSIS10' TO <15'45% OPNG MAXFIRE SEPARATION DISTANCE BASED ON SITE ADJACENCIESMAXIMUM ALLOWABLE OPENING BASED ON FIRE SEPARATION DISTANCE;SEE CBC TABLE 705.8EXTENTS OF A SPECIFIED FIRE SEPARATION DISTANCE ON ELEVATIONOPENING ANALYSIS LEGEND(X) SFX SFIMAGINARY LOT LINEPROPERTY LINECENTERLINE OF STREETAA06-21-23 945 S.F.837 S.F.837 S.F.845 S.F.TIER 1TIER 2TIER 3TIER 41114 S.F.991 S.F.977 S.F.TIER 1TIER 2TIER 3REFER TO A1-54 FOR INFORMATION NOT SHOWNTIER 4992 S.F.10'-1"10'-1"10'-1"11'-2 1/2"REFER TO A1-54 FOR INFORMATION NOT SHOWN1437 S.F.1175 S.F.1237 S.F.1237 S.F.TIER 1TIER 2TIER 3TIER 413 S.F.13 S.F.13 S.F.13 S.F.4'-11"1'-8"3'-6" 10'-1"10'-1"10'-1"11'-2 1/2" 4'-11"4'-11"4'-11"2'-8"2'-8"2'-8"2'-8"EXTERIOR OPENINGANALYSIS BUILDING AGARAGEA1-55.2CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ASCALE:11/8"=1'BUILDING A - GARAGE SOUTH ELEVATIONSCALE:21/8"=1'BUILDING A - GARAGE EAST ELEVATIONOPENING AREA USED FOR ANALYSISWALL AREA USED FOR ANALYSIS10' TO <15'45% OPNG MAXFIRE SEPARATION DISTANCE BASED ON SITE ADJACENCIESMAXIMUM ALLOWABLE OPENING BASED ON FIRE SEPARATION DISTANCE;SEE CBC TABLE 705.8EXTENTS OF A SPECIFIED FIRE SEPARATION DISTANCE ON ELEVATIONOPENING ANALYSIS LEGEND(X) SFX SFIMAGINARY LOT LINEPROPERTY LINECENTERLINE OF STREET06-21-23 ELEC LVUPUPUPUPRWUP 5%UP 5%VANUP 5%UP 2%GPARCELñ ññ ññññ ñññññFEC FECFECUSPSUP 3% 3.5%4.0%STAIR B1STAIR B2UPDN 6.5%DN 4.67%DN 4.67%6.70'126.34'126.34'126.00'184'-4"122'-8" 122'-8" NO OPENINGS 184'-4"NO OPENINGS50'-9"84'-6"78'-2"16'-4"1614'-0"246'-2"40.1%3'-4"13'-1"WALL LENGTHOPENING LENGTHWALL LENGTHOPENING LENGTH26'-0"32'-10"44'-2"62'-3"45'-0"75'-9"18'-4" ELEC LVRW G UP 5%RAMP UP93' (RUN) (5% SLOPE) = 4.65' (RISE)UP 3.5%DN 5%OPEN TO BELOWVANUP 5%UPDNUPEVEVEVEVEV EV EVEVñ ññ ññññ ññññ ñFEC FECFECFECEVEVEVEV EV EVEVEVEVEVEVEVEVSTAIR B1STAIR B2DNUP149'-0"84'-0"2614'-0"252'-8"41.1%3'-4" 16'-4"184'-4"122'-8" 122'-8" NO OPENINGS 184'-4"NO OPENINGSWALL LENGTHOPENING LENGTHWALL LENGTHOPENING LENGTH26'-0"32'-10"44'-2"62'-3"45'-0"75'-9"18'-4"INT. WALL & OPENINGSELEC LV############################################RW G #####UP 5%UP 5%UP 3.5%DN 5%######UPDNUP#EVEVñ ññ ññññ ññññ ñFEC FECFECFECEVEVEVEVEV EV EVEV EV EVEVEVEVEVEVEVEVEVSTAIR B1STAIR B2DNUP84'-6"64'-6"103'-0"3614'-0"255'-4"41.6%3'-4"184'-4"122'-8" 122'-8" NO OPENINGS 184'-4"NO OPENINGSWALL LENGTHOPENING LENGTHWALL LENGTHOPENING LENGTH44'-5"32'-10"44'-2"62'-3"45'-0"75'-9"ELEC LVSTAIR B1STAIR B2DNUPDNUPRW G RAMP UP93' (RUN) (5% SLOPE) = 4.65' (RISE)UP 3.5%DN 5%ññññ ññññññFEC FEC4N/AN/AN/ACCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AEXTERIOR OPENINGANALYSIS BUILDING BGARAGEA1-56SCALE:11"=20'BUILDING B LEVEL 1SCALE:21"=20'BUILDING B LEVEL 2SCALE:31"=20'BUILDING B LEVEL 3SCALE:41"=20'BUILDING B LEVEL 4SCALE:51"=20'NOT USEDSCALE:61"=20'NOT USED06-21-23 137.89' FF147.97' FF158.05' FF168.13' FF126.70' FF131.84'143.47'153.55'163.62'126.00'136.34'147.97'158.05'TIER 1632 S.F.TIER 11179 S.F.TIER 21019 S.F.TIER 2744 S.F.TIER 3645 S.F.TIER 335,996 S.F.1,515 S.F.25.3%26,035 S.F.1,491 S.F.24.7%17,009 S.F.1,636 S.F.23.3%3827 S.F.2,407 S.F.74.4%21,022 S.F.2,212 S.F.68.3%11,022 S.F.2,212 S.F.68.3%468 S.F.625 S.F.469 S.F.370 S.F.493 S.F.WIRE MESH SCREEN W/90% OPEN AREA625 S.F. X 0.9 = 563 S.F.26 S.F.11'-7 1/2"7'-5 1/2"10'-1"5'-11"10'-1"5'-11"9'-10 1/2"AIR LOUVERS W/ 52%OPEN AREA26 S.F. X 0.52 = 13 S.F.LEVEL 1 INTERIOR WALL AREA CALCWALL AREA: 96'-2" L X 10'-7 12" H = 1,022 S.F.OPENING AREA: 208'-2" L X 10'-7 12" H = 2,212 S.F.LEVEL 2 INTERIOR WALL AREA CALCWALL AREA: 96'-2" L X 10'-7 12" H = 1,022 S.F.OPENING AREA: 208'-2" L X 10'-7 12" H = 2,212 S.F.LEVEL 3 INTERIOR WALL AREA CALCWALL AREA: 77'-10" L X 10'-7 12" H = 827 S.F.OPENING AREA: 226'-7" L X 10'-7 12" H = 2,407 S.F.49'-3"63'-11 3/4"85'-0"63'-11 7/8"85'-0"1019 S.F.534 S.F.85'-0"9'-6 1/2"8'-9"10'-6 1/2"7'-1 1/2"5'-7"5'-7"32'-3 1/2" AVERAGAVERAGE HEIGH137.89' FF147.97' FF158.05' FF168.13' FF126.70' FF124TYP.TIER 1TIER 2TIER 3609 S.F.484 S.F.28 S.F.1554 S.F.16 S.F.16 S.F.16 S.F,92 S.F.595 S.F.1264 S.F.28 S.F.WIRE MESH SCREEN W/90% OPEN AREA609 S.F. X 0.9 = 548 S.F.VENTILATED DOORS W/30% OPEN AREA92 S.F. X 0.3 = 28 S.F.AIR LOUVERS W/52% OPEN AREA56 S.F. X 0.52 = 29 S.F.12'-1"7'-11"10'-1"5'-11"10'-1"5'-11"5'-7 1/2"3'-5 1/2"4'-11"4'-11"4'-11"16'-4"16'-4"78'-2"84'-0"103'-0"3'-4"3'-4"3'-4"1244 S.F.5'-7"7'-7"5'-7"EXTERIOR OPENINGANALYSIS BUILDING BGARAGEA1-57.1CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AOPENING AREA USED FOR ANALYSISWALL AREA USED FOR ANALYSIS10' TO <15'45% OPNG MAXFIRE SEPARATION DISTANCE BASED ON SITE ADJACENCIESMAXIMUM ALLOWABLE OPENING BASED ON FIRE SEPARATION DISTANCE;SEE CBC TABLE 705.8EXTENTS OF A SPECIFIED FIRE SEPARATION DISTANCE ON ELEVATIONOPENING ANALYSIS LEGEND(X) SFX SFIMAGINARY LOT LINEPROPERTY LINECENTERLINE OF STREETAA06-21-23 TIER 12173 S.F.TIER 21866 S.F.TIER 31866 S.F.REFER TO A1-56 FOR INFORMATION NOT SHOWNTIER 21142 S.F.TIER 31222 S.F.TIER 11471 S.F.REFER TO A1-56 FOR INFORMATION NOT SHOWNEXTERIOR OPENINGANALYSIS BUILDING BGARAGEA1-57.2CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AOPENING AREA USED FOR ANALYSISWALL AREA USED FOR ANALYSIS10' TO <15'45% OPNG MAXFIRE SEPARATION DISTANCE BASED ON SITE ADJACENCIESMAXIMUM ALLOWABLE OPENING BASED ON FIRE SEPARATION DISTANCE;SEE CBC TABLE 705.8EXTENTS OF A SPECIFIED FIRE SEPARATION DISTANCE ON ELEVATIONOPENING ANALYSIS LEGEND(X) SFX SFIMAGINARY LOT LINEPROPERTY LINECENTERLINE OF STREETSCALE:11/8"=1'BUILDING B - GARAGE SOUTH ELEVATIONSCALE:21/8"=1'BUILDING B - GARAGE WEST ELEVATION06-21-23 LVELEC1204.45.26.27.28.28.610.31121311LL.6LRTRTH.8PPNNQQSS8.710.29.79.6Q.1Q.2N.911.211.511.722.1MR.5S.4P.4P.2P.3P.6N.1N.4N.2N.3MM.2M.4M.3244'-6"4'-5 1/2"24'-7 1/2"27'-5 1/2"30'-1"30'-4"30'-4"15'-9"32'-6"14'-1"27'-0"5'-6"2'-4 1/2"16'-5 7/8"13'-4"4'-5"18'-2 1/4"2'-2 3/4"5'-1"2'-0 1/2"3'-7"12'-0"7'-0"4'-5"109'-4 1/2"8'-9"8'-3"22'-4"21'-6"18'-11"9'-0"7'-5"3'-7"11'-4"6'-4"8'-5 1/2"1'-7"4'-6" 116'-1 3/4" 8'-9"8'-3"19'-9"22'-4"21'-6"18'-11"9'-0" 5'-4"3'-5"4'-7"10 1/4"11 1/2"2'-11"1'-1 1/4" 18'-3 3/4"2'-6"1'-0"1'-10"9'-0"7'-7 3/4"4.85.519'-9" 3'-8"17'-11 1/4"8.56 1/2"T.110 1/2"3'-1 1/8"12'-10 3/8"1'-7 1/8"12'-10 3/8" 2'-2"3'-4 1/2"LVELECLV ELECCORRIDORVENTILATIONSHAFT(2) FUTUREGREASE SHAFTSABOVECORRIDORVENTILATIONSHAFTUPUPUPTURN-AROUNDSPOTBIKESTAIR A1STAIR A2TURNAROUNDSPOTUP 5%124.58' FS8.84' CH123.16' FS124.58' FS8.59' CH124.58' FS8.84' CH125.18' FS9.74' CH125.18' FS10.08' CH125.18' FS9.74' CH125.18' FS9.74' CH128.18' FS9.74' CH128.18' FS10.08' CH128.18' FS9.74' CH128.18' FS9.74' CH129.72' FS9.74' CH129.72' FS10.07' CH129.58' FS129.72'129.72' FS9.74 CH125.00' FS7.479' CH124.90'PER CIVIL GRADING10-31-20228.66' CH124.90'PER CIVILGRADING10-31-20228.66' CH124.02' FS9.53' CH125.07'PER CIVILGRADING10-31-2022123.85' FS8.63' CH129.58'124.90'PER CIVIL GRADING10-31-2022124.05' FS124.58'124.02' FS9.53' CH124.32' FS9.30' CH124.58' FS123.92' FS9.64' CH124.58' FS8.84' CH124.58' FS8.64' CH124.16' FS9.40' CH124.16' FS9.40' CH129.72' FS9.74 CH124.58' FS9.18' CH124.53'126.68' FS10.08' CH126.68' FS9.74' CH123.50'PER CIVIL GRADING10-31-202224.79' CH123.40' FS24.88' CH129.72' FS10.07' CH129.72' FS9.74 CH122.66' FS25.49' CH122.40'122.66' FS25.00' CH122.51'122.66' FS24.24' CH122.66' FS25.06' CH122.66' FS25.68' CH124.37'PER CIVILGRADING06-29-2023123.85' FS8.63' CH123.85' FS8.88' CH123.85' FS7.97' CH123.85' FS7.97' CH124.32' FS8.41' CH124.93' FS7.80' CH123.85' FS8.88' CH124.16' FS8.57' CH122.66' FS25.06' CH129.49'FD127.95'FD124.33'FDUP 2%UP 5%UP 5%EVEVFEC FECUP 8%UP 8%DN2%DN4.1%3.23.4455.16788.8910BAC.1CDEFGHKG.9G.74.38.93185'-4"16'-4"31'-6"28'-6"31'-6"30'-0"31'-6"16'-0"1'-3"3'-1"12'-0"2'-9"1'-3"1'-6"2'-8"123'-4"13'-3"30'-0"13'-6"2'-0"13'-4"30'-2"12'-0"4'-4"3'-4"2'-4"4'-10"J2'-9"6.1C.6E.52'-0"4'-0"16'-3"10'-2"27'-3"1'-4"30'-2"28'-9"C.25"1"G.104CYFRONT LOADLOOSE BINRECYCLING4CYFRONT LOADLOOSE BINWASTE2CY NARROWFRONT LOADLOOSE BINCOMPOST4CYFRONT LOADLOOSE BINRECYCLINGDN 5% DN 8.33% DN 1.3% UP 3%3.23.4455.16788.8910BAC.1CDEFGHKG.9G.74.38.93185'-4"16'-4"31'-6"28'-6"31'-6"30'-0"31'-6"16'-0"1'-3"3'-1"12'-0"2'-9"1'-3"1'-6"2'-8"123'-4"13'-3"30'-0"13'-6"2'-0"13'-4"30'-2"12'-0"4'-4"3'-4"2'-4"4'-10"J2'-9"6.1C.6E.52'-0"4'-0"16'-3"10'-2"27'-3"1'-4"30'-2"28'-9"C.25"1"G.10FECLV ELEC CORRIDORVENTILATIONSHAFTUPDN 2.2%UPUPUPDN4.9%UP1.5%DN3.8%ELECLVUPDN7.1%DN3.6%DN5.8%DN5%125.00'124.70'124.70'124.15'124.15'123.16'124.13'123.16'123.21'123.72'123.72'123.16'123.16'123.16'123.16'123.00'DN124.13'PER CIVIL GRADING10-31-2022123.82'PER CIVIL GRADING10-31-2022123.85'PER CIVIL GRADING10-31-2022122.74'PER CIVILGRADING10-31-2022STAIR A3STAIR A4122.66'124.58'PER CIVIL GRADING10-31-2022125.00'PER CIVIL GRADING10-31-2022WASTE CADDY64 GAL.COMPOST3CY NARROWFRONT LOADCOMPACTEDWASTE3CY NARROWFRONT LOADCOMPACTEDRECYCLING64 GAL.COMPOST3CY NARROWFRONT LOADCOMPACTEDWASTE3CY NARROWFRONT LOADCOMPACTEDRECYCLINGDN8%64 GAL.COMPOST64 GAL.COMPOST122.66'123.00'122.53'1.6%123.00'123.16'DN8%122.66'DN8%123.40'122.66'123.40'122.66'122.66'123.00'SPSP122.74'123.00' TSS123.16' TSS122.66' TSS122.66' TSS123.50'124.13' TSS123.85'122.66'122.72'124.70'124.90' TSS124.70' TSS124.15' TSS123.16' TSS123.72' TSSDN123.16' TSS123.10'VARIES0.34'0.34'0.34'0.16'0.69'0.56'0.56'VARIESVARIESVARIES0.56'0.41'5.50'5.50'0.15'0.97'4.02'VARIES5.52'VARIES0.65'0.84'VARIESVARIES125.02' T.O.W.PER CIVIL GRADING10-31-2022125.80' T.O.W.PER CIVIL GRADING10-31-2022125.80' T.O.W.PER CIVIL GRADING10-31-2022125.80' T.O.W.PER CIVIL GRADING10-31-2022125.80' T.O.W.PER CIVIL GRADING10-31-2022125.65' T.O.W.PER CIVIL GRADING10-31-2022125.65' T.O.W.PER CIVIL GRADING10-31-2022125.65' T.O.W.PER CIVIL GRADING10-31-2022125.65' T.O.W.PER CIVIL GRADING10-31-2022123.86' T.O.W.PER CIVIL GRADING10-31-2022123.86' T.O.W.PER CIVIL GRADING10-31-2022123.82'125.02' T.O.W.PER CIVIL GRADING10-31-2022VARIES0.3'0.34'0.34'0.30'0.74'4.68'4.68'0.54'124.37' TSS124.37' TSS124.37' TSSVARIESVARIESVARIESVARIESFLOOR OUTLET, TYP.- SEE ID DRAWINGSFOR MORE INFOVARIESFDFDFDFDFDFDFDFDFDFD1A2-212A2-201A2-202A2-21AA2-40BA2-40EA2-42DA2-41CA2-41FA2-42GA2-431A5-963A2-31HA2-4355A2-32A2-3222A2-30A2-3066A2-32A2-3244A2-31A2-3111A2-30A2-30MA2-45LA2-451A5-95UNIT 0.3AA101A5-03UNIT 4.1A-RA102A5-33UNIT 1.3AA103A5-14UNIT 2.1D-RA104A5-22UNIT 3.3AA105A5-40UNIT 3.2AA106A5-38RESTAURANTRETAILRETAIL TRASHCHUTEDISCHARGEROOMTRASHVEST.LOADINGKITCHENOFFICE #1CONFERENCERESTROOMOFFICE #2WORKPOD #1WORKPOD #2WORKPOD #3STAIR A3MECHCLOSETFITNESSLEASINGMAILOVERSIZEPACKAGEROOMPARCELPENDINGELECTRICAL ROOMSTAIR A2IDFLOBBYLOBBY8AD-328AD-32NA2-44BUILDING A FIRSTLEVEL SLAB PLANA2-11SSCALE:13/32"=1'-0"FIRST LEVEL OVERALL SLAB PLANCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA06-21-23ADDENDUM AFLOOR DRAINFDSLAB PLAN NOTESSYMBOL LEGENDDIRECTION OF SLOPE - 1/4" / FT U.N.O. FOR POOL DECK DRAINAGE, SEELANDSCAPE PLANS. INFORMATION SHOWN ON ARCHITECTURALDRAWINGS IS FOR REFERENCE ONLYCONCRETE SLAB ON GRADE OR ELEVATED CONCRETE SLABDEPRESSED SLOPED CONCRETE STRUCTURAL SLAB TO RECEIVEWATERPROOFING SYSTEM WITH CONCRETE TOPPING SLAB. 4"DEPRESSION FROM TOP OF SLOPE (WHERE OCCURS), TYP. U.N.O.DEPRESSED VAULT AT POOL DECK TO RECEIVE VAULT WATERPROOFINGSYSTEM, STRUCTURAL FOAM SLOPED WITH CONCRETE SLAB THENPODIUM WATERPROOFING SYSTEM WITH SAND-SET PAVERS ORLANDSCAPE FEATURE - SEE STRUCTURAL & LANDSCAPE FORADDITIONAL INFORMATION1.TYPICAL DIMENSIONS ARE PROVIDED ON ARCHITECTURAL FLOORPLANS. ADDITIONALDIMENSIONS ON SLAB PLAN ARE TO FACE OF CONCRETE, TYP, U.N.O. SEE "SLAB & FRAMINGALIGNMENT" DETAIL BELOW.2.SEE CIVIL PLANS FOR FINISH SURFACE ELEVATIONS OF CONCRETE SLABS, TYP.3.AT GARAGES, MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROMACCESSIBLE PARKING, INCLUDING ADJACENT AISLE - SEE FLOORPLANS. MAINTAIN 7'-0" MINCLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. COORDINATE ALL UTILITIES, FIXTURES,SUPPORTS, ETC. ACCORDINGLY.4.REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FORADDITIONAL INFORMATION. IT IS THE CONCRETE CONTRACTOR'S RESPONSIBILITY TOIDENTIFY ANY DISCREPANCY PRIOR TO THE POUR AND NOTIFY THE GENERALCONTRACTOR AND ARCHITECT FOR CORRECTIVE MEASURES.5.PROVIDE CONCRETE BLOCKOUT AT TUB DRAINS.6.PRIOR TO REQUESTING A FOUNDATION INSPECTION, GEOTECHNICAL CONSULTANT SHALLREVIEW AND APPROVE THE FOUNDATION EXCAVATIONS.7.PROVIDE PENETRATION FIRESTOP SYSTEMS PER8.AT DEPRESSED AREAS, SLOPES INIDCATED SHALL APPLY TO BOTH FINISH SURFACE ANDCONCRETE SUBSTRATE, TYP. U.N.O.9.PROVIDE VAPOR BARRIER BELOW ON-GRADE SLABS WHERE MOISTURE-SENSITIVE FLOORCOVERINGS OCCUR OR AS OTHERWISE RECOMMENDED BY GEOTECHNICAL ENGINEER -SEE GEOTECH REPORT.10.ADDITIONAL EMBED PLATES MAY OCCUR - SEE STRUCTURAL AND LANDSCAPE DRAWINGSFOR LOCATIONS AND ADDITIONAL REQUIREMENTS. COORDINATE ANY DESIGN / BUILDELEMENTS THAT MAY REQUIRE EMBED PLATES.11.STRUCTURAL STEEL BASE PLATES AND FASTENERS ARE INTENDED TO SIT AT OR BELOWTHE TOP OF CONCRETE SO AS NOT TO INTERUPT FINISH FLOORING. SEE STRUCTURALDRAWINGS AND COORDINATE ASSOCIATED TRADES ACCORDINGLY.-X"DEPRESSIONSLOPE TO LEVELLEVEL TO SLOPEDEPRESSION TO SLOPE-X"CONCRETE STRUCTURAL SLAB TRANSITIONSSPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. SEECIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS-3" FSFS = FINISH SURFACETOC = TOP OF STRUCTURAL CONCRETE SLABTO CURB = TOP OF CURBSLAB & FRAMING ALIGNMENTCONCRETE CURB OR STEM WALL, 8" MIN WIDTH, U.N.O. - SEE CIVIL ANDSTRL FOR ADDITIONAL INFORMATIONALLAD-208AD-56-6" TOCDEPRESSED SLOPED CONCRETE STRUCTURAL SLAB TO RECEIVEWATERPROOF TRAFFIC COATING. 1/2" DEPRESSION AT TOP OF SLOPE(WHERE OCCURS), TYP, U.N.O.DEPRESSED SLOPED CONCRETE STRUCTURAL SLAB TO RECEIVEWATERPROOFING SYSTEM UNDER LANDSCAPE FEATURES, 5" MIN.DEPRESSION AT TOP OF SLOPE. SEE LANDSCAPE FOR ADDITIONALINFORMATION.TOOLED CONTROL JOINT IN CONCRETE TOPPING SLABCONCRETE SLAB OPENING5-20AD-41ALLAD-41.1ALLAD-32ALIGN SUBSTRATES TO ALLOW FLUSH EXTERIOR FINISH. GC TOCOORDINATE WITH ARCHITECT.EXTERIOR FINISHALIGN EXTERIOR FINISHMULTIPLE LAYERS OF SHT'G AND/OR FURRING MAY OCCUR - SEEARCH AND STRL PLANSIF SHT'G IS EXPOSED, PROTECT UNDERSIDE WITH GSM"Z" FLASHING OR SIMILAR APPROVED MATERIALALTERNATIVELY:PROVIDE SUITABLE FILL MATERIAL OREXTEND CONCRETE SLAB TO ALIGN WITH EXTERIORWALL SUBSTRATE. GC TO COORDINATE WITHARCHITECTMULTIPLE LAYERS OF SHT'G AND/OR FURRING MAY OCCUR - SEEARCH AND STRL PLANSTYP ELEVATED SLABDIMENSION POINTPER FLOOR PLANDIMENSION POINTPER FLOOR PLANBTYP SLAB ON GRADEAWALL ASSEMBLYPER PLANWALL ASSEMBLYPER PLAN19AD-2116AD-5516AD-41.12&6AD-4113AD-32CONCRETE SLAB ON GRADE WITH VAPOR RETARDERDEPRESSED VAULT AT POOL CAVITY TO RECEIVE PODIUMWATERPROOFING SYSTEM THEN POOL CONSTRUCTION - SEE POOLDRAWINGS FOR MORE INFORMATIONSINGLE LAYER OF 2MM THICK ACOUSTICAL UNDERLAYMENT, SUCH ASGENIEMAT RST02, ECORE QTSCU 4002, OR EQUIVALENT (NOT REQUIREDOVER NONRESIDENTIAL SPACE OR WHERE CARPET AND PAD AREINSTALLED)ANAAAAATYP. ATEXTERIORPOSTAAAAAAALicense Stamp LVELECLV ELEC 1204.45.26.27.28.28.610.31121311LL.6LRTRTH.8PPNNQQSS8.710.29.79.6Q.1Q.2N.911.211.511.722.1MR.5S.4P.4P.2P.3P.6N.1N.4N.2N.3MM.2M.4M.3244'-6"4'-5 1/2"24'-7 1/2"27'-5 1/2"30'-1"30'-4"30'-4"15'-9"32'-6"14'-1"27'-0"5'-6"2'-4 1/2"16'-5 7/8"13'-4"4'-5"18'-2 1/4"2'-2 3/4"5'-1"2'-0 1/2"3'-7"12'-0"7'-0"4'-5"109'-4 1/2"8'-9"8'-3"22'-4"21'-6"18'-11"9'-0"7'-5"3'-7"11'-4"6'-4"8'-5 1/2"1'-7"4'-6" 116'-1 3/4" 8'-9"8'-3"19'-9"22'-4"21'-6"18'-11"9'-0" 5'-4"3'-5"4'-7"10 1/4"11 1/2"2'-11"1'-1 1/4" 18'-3 3/4"2'-6"1'-0"1'-10"9'-0"7'-7 3/4"4.85.519'-9" 3'-8"17'-11 1/4"8.56 1/2"T.110 1/2"3'-1 1/8"12'-10 3/8"1'-7 1/8"12'-10 3/8" 2'-2"3'-4 1/2"LVELECLV ELECCORRIDORVENTILATIONSHAFT(2) FUTUREGREASE SHAFTSABOVECORRIDORVENTILATIONSHAFTUPUPUPTURN-AROUNDSPOTBIKESTAIR A1STAIR A2TURNAROUNDSPOTVANVAN UP 5%124.58' FS8.84' CH123.16' FS124.58' FS8.59' CH124.58' FS8.84' CH125.18' FS9.74' CH125.18' FS10.08' CH125.18' FS9.74' CH125.18' FS9.74' CH128.18' FS9.74' CH128.18' FS10.08' CH128.18' FS9.74' CH128.18' FS9.74' CH129.72' FS9.74' CH129.72' FS10.07' CH129.58' FS129.72'129.72' FS9.74 CH125.00' FS7.479' CH124.90'PER CIVIL GRADING10-31-20228.66' CH124.90'PER CIVILGRADING10-31-20228.66' CH124.02' FS9.53' CH125.07'PER CIVILGRADING10-31-2022123.85' FS8.63' CH129.58'124.90'PER CIVIL GRADING10-31-2022124.05' FS124.58'124.02' FS9.53' CH124.32' FS9.30' CH124.58' FS123.92' FS9.64' CH124.58' FS8.84' CH124.58' FS8.64' CH124.16' FS9.40' CH124.16' FS9.40' CH129.72' FS9.74 CH124.58' FS9.18' CH124.53'126.68' FS10.08' CH126.68' FS9.74' CH123.50'PER CIVIL GRADING10-31-202224.79' CH123.40' FS24.88' CH129.72' FS10.07' CH129.72' FS9.74 CH122.66' FS25.49' CH122.40'122.66' FS25.00' CH122.51'122.66' FS24.24' CH122.66' FS25.06' CH122.66' FS25.68' CH124.37'PER CIVILGRADING06-29-2023123.85' FS8.63' CH123.85' FS8.88' CH123.85' FS7.97' CH123.85' FS7.97' CH124.32' FS8.41' CH124.93' FS7.80' CH123.85' FS8.88' CH124.16' FS8.57' CH122.66' FS25.06' CH129.49'FD127.95'FD124.33'FDUP 2%UP 5%UP 5%EVEVFEC FECñññññ ñññ ññññ CLEAN AIR UP 8%UP 8%DN2%DN4.1%3.23.4455.16788.8910BAC.1CDEFGHKG.9G.74.38.93185'-4"16'-4"31'-6"28'-6"31'-6"30'-0"31'-6"16'-0"1'-3"3'-1"12'-0"2'-9"1'-3"1'-6"2'-8"123'-4"13'-3"30'-0"13'-6"2'-0"13'-4"30'-2"12'-0"4'-4"3'-4"2'-4"4'-10"J2'-9"6.1C.6E.52'-0"4'-0"16'-3"10'-2"27'-3"1'-4"30'-2"28'-9"C.25"1"G.104CYFRONT LOADLOOSE BINRECYCLING4CYFRONT LOADLOOSE BINWASTE2CY NARROWFRONT LOADLOOSE BINCOMPOST4CYFRONT LOADLOOSE BINRECYCLINGDN 5% DN 8.33% DN 1.3% UP 3%3.23.4455.16788.8910BAC.1CDEFGHKG.9G.74.38.93185'-4"16'-4"31'-6"28'-6"31'-6"30'-0"31'-6"16'-0"1'-3"3'-1"12'-0"2'-9"1'-3"1'-6"2'-8"123'-4"13'-3"30'-0"13'-6"2'-0"13'-4"30'-2"12'-0"4'-4"3'-4"2'-4"4'-10"J2'-9"6.1C.6E.52'-0"4'-0"16'-3"10'-2"27'-3"1'-4"30'-2"28'-9"C.25"1"G.10FECñEVEVEVCLEANAIREVLV ELEC CORRIDORVENTILATIONSHAFTUPDN 2.2%UPUPUPDN4.9%UP1.5%DN3.8%FECFECFEC ELECLVUPDN7.1%DN3.6%DN5.8%DN5%125.00'124.70'124.70'124.15'124.15'123.16'124.13'123.16'123.21'123.72'123.72'123.16'123.16'123.16'123.16'123.00'DN124.13'PER CIVIL GRADING10-31-2022123.82'PER CIVIL GRADING10-31-2022123.85'PER CIVIL GRADING10-31-2022122.74'PER CIVILGRADING10-31-2022STAIR A3STAIR A4122.66'124.58'PER CIVIL GRADING10-31-2022125.00'PER CIVIL GRADING10-31-2022WASTE CADDY64 GAL.COMPOST3CY NARROWFRONT LOADCOMPACTEDWASTE3CY NARROWFRONT LOADCOMPACTEDRECYCLING64 GAL.COMPOST3CY NARROWFRONT LOADCOMPACTEDWASTE3CY NARROWFRONT LOADCOMPACTEDRECYCLINGDN8%64 GAL.COMPOST64 GAL.COMPOST122.66'123.00'122.53'1.6%123.00'123.16'DN8%122.66'DN8%123.40'122.66'123.40'122.66'122.66'123.00'SPSP122.74'UNIT 0.3AA101A5-03UNIT 4.1A-RA102A5-33UNIT 1.3AA103A5-14UNIT 2.1D-RA104A5-22UNIT 3.3AA105A5-40UNIT 3.2AA106A5-3833433633333333333333444444444444447731A5-741A5-761A5-721A5-702A5-901'-0"50'-5"16'-1 1/2"25'-0"8'-0"6'-8 1/2"2'-5"10'-3"1'-0"1'-4 3/4"126'-3" 9"53'-4"36'-2"2"36'-0" 18'-1"42'-10 1/2" 18'-4"43'-0 1/2"2" 19'-10 1/2"A101A102A103A104A105A106A107A108A109A110A111A154A113A115A117A116A118A119A120A121A122A123A124A125A126A127A128A129A130A131A132A133A134A135A136AA137AA137A140A141A143A142A114A14410A141114'-5" 13'-4"1'-4"2'-0"33'-10"BASASCSDSESFSGSHSHSGSFSJSKSLSMSNA145A146A147A148A149154AD-263A1521A5-651'-1"9'-0"9'-0"9'-0"1'-6"9'-0"9'-0"9'-0"1'-6"9'-0"18'-0"1'-0"8'-6"9'-0"9'-0"1'-4"9'-0"9'-0"8'-6"9'-0"9'-0"3'-7"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"9'-0"1'-6"2'-6"9'-0"3'-7"9'-0"9'-1" 18'-0" 18'-0"18'-0"1'-0"9'-0"9'-0"3'-6"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"3'-2"2'-4"9'-0"9'-0"9'-0"2'-3"9'-0"9'-0"10'-6"18'-0"18'-0" TYP.1'-0"8'-6"1'-4"9'-0"1'-3"9'-0"9'-0"1'-11"9'-0"12'-0"6'-2"18'-0"STSUSP2"2"2" 3"2 1/2"A1121A2-212A2-201A2-202A2-21AA2-40BA2-40EA2-42DA2-41CA2-41FA2-42GA2-431A5-963A2-31HA2-4355A2-32A2-3222A2-30A2-3066A2-32A2-3244A2-31A2-3111A2-30A2-30MA2-45LA2-451A5-9599911111111814TYP.1'-0"10'-3 7/8"1'-4"15R-2, 1077 S.F.PARKINGS-2, 18765 S.F.S-2437 S.F.R-2, 520 S.F.R-2, 1363 S.F.R-2, 818 S.F.R-2, 1198 S.F.R-2, 1052 S.F.1A5-85IDFP104R-2, 14 S.F.ELECTRICAL ROOMP105A5-85R-2, 356 S.F.DOG WASH100S-2, 167 S.F.BOOSTERPUMP ROOMP102S-2, 161 S.F.BIKEP103S-2, 437 S.F.PARCEL STORAGEP107A5-66S-2, 130 S.F.PARCEL ROOMP106A5-66S-2, 194 S.F.LOBBYP108A5-52R-2, 668 S.F.CO-WORKINGP110A5-54B, 2351 S.F.OFFICEP109A5-54B, 150 S.F.WORK PODP112A5-54B, 80 S.F.CONFERENCEP113A5-54B, 268 S.F.OFFICEP111A5-54B, 181 S.F.FITNESSRESTROOMP114A5-54B, 121 S.F.WORK PODP115A5-54B, 89 S.F.WORK PODP116A5-54B, 89 S.F.FITNESSP119A5-54B, 1567 S.F.FITNESS CLOSETP118A5-54B, 34 S.F.MECH CLOSETP117A5-74S-2, 58 S.F.RETAILP121A5-52M, 8,283 S.F.RESTAURANTP129A5-50A-2, 2526 S.F.MPOEP124A5-52R-2, 103 S.F.LOADINGP122A5-94R-2, 1,655 S.F.RETAIL TRASHP123A5-94U, 256 S.F.CHUTE ACCESSP126A5-94R-2, 96 S.F.CHUTE DISCHARGEP125A5-94R-2, 476 S.F.KITCHENP127A5-50A-2, 1348 S.F.4AD-25ADOUBLE 2-HR FIRE WALLIN LIEU OF 3-HR FIREWALL PER NFPA 22148"A155A155A155A156A156A157A1584'-0"4'-0"4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-4" 4'-0" 4'-0" 3'-6"4'-0"44'-1 1/4"23' MIN. WIDTHFIRE PUMP ROOMP101S-2, 161 S.F.A1381A5-87RAMP A1RAMP A2 RAMP A3 RAMP A4RAMP A5 RAMP A6RAMP A7RAMP A8RAMP A917161716161616CORRIDORR-2, 1396 S.F.CORRIDORR-2, 2449 S.F.1A5-85SVSWSXSYSZCLOSETP120A5-54B, 23 S.F.LOBBYP128A5-94R-2, 235 S.F.MAIL LOBBYA5-65R-2, 434 S.F.R-241 S.F.A153A159A136SB202156664'-3"NA2-441'-1"5'-3"4'-2" 10'-8"A1504'-6"6'-2" 7"13'-4 1/2"4'-6"6"18'-0"13'-4"13'-4"34'-0"6"4'-6"6"12'-10 1/2"2222BUILDING A FIRSTLEVEL FLOOR PLANA2-11SCALE:13/32"=1'-0"BUILDING A FIRST FLOOR PLAN CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA06-21-23ADDENDUM ABUILDING COMPOSITE PLAN NOTES6AD-311.THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS,ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TOTHE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION.2.UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THELEGAL ADDRESS.3.FOR GENERAL ACCESSIBILITY INFORMATION, SEE4.ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O.5.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O.6.PROVIDE PENETRATION FIRESTOP SYSTEMS PER7.THE FLAME-SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY8.WITH CBC 803.9.INTERIOR TRIMS SHALL COMPLY WITH CBC 806.10.PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING,PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE FIRE-RATEDACCESS PANELS WITH SELF CLOSING DEVICES.11.PROVIDE ACOUSTICAL ASSEMBLIES PER12.INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806.13.MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER14.VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2.15.SEE STRUCTURAL DRAWINGS FOR:A)SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHINGB)SPECIAL NAILING AND BLOCKING REQUIREMENTS15.PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIORBALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROMIRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNINGPERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BEVENTILATED. IN FIRE-RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLERPROTECTION SHALL BE EXTENDED TO THOSE AREAS.16.WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW ORIRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALLELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTEDAND APPROVED.17.PARKING GARAGE TYPE-IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE-RESISTIVE CONSTRUCTIONTHROUGHOUT.18.VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%)19.FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPEPROTECTION PER20.GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FORSUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC.21.THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FORSECURITY AND SAFETY.22.ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROMDRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS.23.SEE SHEETS A0-11 THRU A0-25 FOR ALL WALL FIRE RATINGS AND CORRESPONDING DETAILS24.SEE SHEETS A0-31 THRU A0-45 FOR EXITING ANALYSIS INCLUDING ROOM NAME, SQUARE FOOTAGE,OCCUPANT LOAD FACTOR, NUMBER OF OCCUPANTS AND OCCUPANCY TYPE25.CEILING FIXTURES THAT ARE RECESSED INTO FLOOR/CEILING ASSEMBLIES SHALL BE PROTECTED VIA LINEDJOIST BAY PER DETAIL 6/AD-21.26.PROVIDE CONTINUOUS DRYWALL BEHIND TUBS PER DETAIL 20/AD-22.27.CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINECABINETS PER DETAIL 4/AD-22.28.FOR TYPICAL CORRIDOR SECTION INCLUDING NOTES AND DETAILS, SEE29.INTERIOR FLOOR FINISHES SHALL SHOW COMPLIANCE WITH CBC SECTION 804.4AD-20ALLAD-02.1 ALLAD-01TOKEYNOTESMECHANICAL SHAFT - SEE MECHANICAL DRAWINGSLINE OF FLOOR ABOVEFIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF,SEMI-RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITHLOCAL FIRE AUTHORITY.BUILDING PLAN LEGENDDOOR SYMBOLFLOOR DRAIN - SEE PLMBXXWINDOW & STOREFRONT SYMBOL -A7-20-A7-404AD-22FECDOWNSPOUTDSFDDIRECTION OF SLOPE - 1/4" / FT U.N.O.ALLAD-2018AD-2212-A7-10-A7-30ACCESSIBLE PARKING SPACEALLAD-32ALLAD-41.1WATERPROOF TRAFFIC COATINGFRAMED WALL - 6" METAL STUDCONCRETE COLUMNMAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROMACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEARAFF IN ALL OTHER LOCATIONS OF GARAGE.FULL HEIGHT STEEL FENCING-X"DEPRESSIONSLOPE TO LEVELLEVEL TO SLOPEDEPRESSION TO SLOPE-X"16AD-3140" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVEFRAMED WALL - 3-5/8" METAL STUDAIRCRAFT CABLE VEHICULAR BARRIERSPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O.SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS-3" FSFS = FINISH SURFACETOC = TOP OF STRUCTURAL CONCRETE SLABTO CURB = TOP OF CURB-6" TOC19AD-31CONCRETE WHEEL STOPDETECTABLE WARNINGS, MIN 36" WIDECONCRETE TOPPING SLAB(PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.)COLUMN CAPCMU WALL - SEE STRUCTURALFRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURBCONCRETE WALL - SEE STRUCTURALCONCRETE STRUCTURAL SLAB TRANSITIONSRETAIL PARKING SPACE3GUEST PARKING SPACE4EV READY SPACE (FUTURE)5EV CHARGING SPACE (INSTALLED)6CLEAN AIR VEHICLE PARKING SPACE742" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-318ACCESSIBLE PARKING SPACE - MAX 2% SLOPE9VEHICULAR HEADROOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOORB. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR103AD-3112AD-31DIAGONAL STRIPING, REFER TO DETAIL 6/AD-011112AD-01EXPANSION JOINT, REFER TO SHEET AD-3312STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITIONWALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OFCONCRETE SLAB ABOVE.13DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB14EVELECTRIC VEHICLE CHARGING STATIONSEE SCHEDULESSEE DOOR SCHEDULESALLAD-55ALLAD-56PROVIDE SIGNAGE & BRAILLE ADJACENT TO DOORS LEADING INTO PARKING GARAGEAS A MEANS OF PROVIDING DETECTABLE WARNINGS PER DETAIL15EXTENT OF EXTERIOR STUCCO FINISH1AD-31.11AD-31.11AD-31.15AD-31.12AD-31.13 & 4AD-31.15,6 & 9AD-0121AD-718 & 12AD-27ROOM NUMBER */ UNIT NUMBERROOM NAME / UNIT TYPEXX001A5-XXSHEET REFERENCE* ROOM NUMBERS BEGINNING WITH 'P'HAVE BEEN ASSIGNED BY ARCHITECTFOR PROJECT COMMUNICATION. THESEROOM NUMBERS ARE NOT PART OF THEADDRESSING SYSTEM.REFER TO SHEET A5-87 FOR ENLARGED RAMP PLANS A2 THROUGH A716REFER TO SHEET A5-88 FOR ENLARGED RAMP PLANS A8 THROUGH A1417REFER TO SHEET A5-89 FOR ENLARGED RAMP PLANS B1 THROUGH B5182-HR RATED ACCESS PANEL, 18" (W) X 24" (H)19A2-HR RATED ERRCS SHAFT WITH 90 MIN. ACCESS PANEL, 12" (W) X 12" (H)20STORM WATER DETENSION BASIN, SEE CIVIL DRAWINGS21AGATE AND FENCE2220AD-52.1NAAAAAAAAAAAAATYP. ATEXTERIORPOSTAAAALicense Stamp LVELEC1204.45.26.27.28.28.610.31121311LL.6LRTRTH.8PPNNQQSS8.710.29.79.6Q.1Q.2N.911.211.511.722.1MR.5S.4P.4P.2P.3P.6N.1N.4N.2N.3MM.2M.4M.3244'-6"4'-5 1/2"24'-7 1/2"27'-5 1/2"30'-1"30'-4"30'-4"15'-9"32'-6"14'-1"27'-0"5'-6"2'-4 1/2"16'-5 7/8"13'-4"4'-5"18'-2 1/4"2'-2 3/4"5'-1"2'-0 1/2"3'-7"12'-0"7'-0"4'-5"109'-4 1/2"8'-9"8'-3"22'-4"21'-6"18'-11"9'-0"7'-5"3'-7"11'-4"6'-4"8'-5 1/2"1'-7"4'-6" 116'-1 3/4" 8'-9"8'-3"19'-9"22'-4"21'-6"18'-11"9'-0" 5'-4"3'-5"4'-7"10 1/4"11 1/2"2'-11"1'-1 1/4" 18'-3 3/4"2'-6"1'-0"1'-10"9'-0"7'-7 3/4"4.85.519'-9" 3'-8"17'-11 1/4"8.56 1/2"T.110 1/2"3'-1 1/8"12'-10 3/8"1'-7 1/8"12'-10 3/8" 2'-2"3'-4 1/2"LV ELECLV ELEC LVELECLV ELEC LVELECELEC ELEC OPEN TO BELOW3.23.4455.16788.8910BAC.1CDEFGHKG.9G.74.38.93185'-4"16'-4"31'-6"28'-6"31'-6"30'-0"31'-6"16'-0"1'-3"3'-1"12'-0"2'-9"1'-3"1'-6"2'-8"123'-4"13'-3"30'-0"13'-6"2'-0"13'-4"30'-2"12'-0"4'-4"3'-4"2'-4"4'-10"J2'-9"6.1C.6E.52'-0"4'-0"16'-3"10'-2"27'-3"1'-4"30'-2"28'-9"C.25"1"G.10STAIR A1UP 5%UP 5%UP 5%UP 1.5%DOWN 5%134.22' FS9.74' CH134.42' FS9.08' CH134.42' FS9.08' CH138.92' FS9.08' CH138.92' FS9.08' CH138.92' FS9.08' CH138.92' FS9.08' CH140.46' FS9.08' CH140.46' FS9.08' CH140.46' FS9.08' CH140.46' FS9.08' CH134.22' FS9.74' CH134.22' FS9.74' CH134.22' FS9.74' CH134.22' FS9.74' CH134.22' FS9.74' CH134.42' FS9.08' CH134.42' FS9.08' CH134.42' FS9.08' CH134.22' FS9.74' CH134.22' FS9.74' CH138.92' FS9.08' CH140.46' FS9.08' CH140.46' FS9.08' CH134.22' FS134.22' FS134.42' FS9.08' CH134.42' FS9.08' CH140.46' FS9.08' CH140.21'FD138.67'FD134.17'FD133.97'FDUPDNEVEVEV3.23.4455.16788.8910BAC.1CDEFGHKG.9G.74.38.93185'-4"16'-4"31'-6"28'-6"31'-6"30'-0"31'-6"16'-0"1'-3"3'-1"12'-0"2'-9"1'-3"1'-6"2'-8"123'-4"13'-3"30'-0"13'-6"2'-0"13'-4"30'-2"12'-0"4'-4"3'-4"2'-4"4'-10"J2'-9"6.1C.6E.52'-0"4'-0"16'-3"10'-2"27'-3"1'-4"30'-2"28'-9"C.25"1"G.10EVEVVANRWDNUPDNUPDNUPFECFEC DN8%134.42'133.42'SPSPFECUPUPUP134.42' TSSUPDNVARIESVARIESVARIESVARIES1.00'1.00'133.42' TSS1A2-212A2-201A2-202A2-21AA2-40BA2-40EA2-42DA2-41CA2-41FA2-42GA2-431A5-963A2-31HA2-4355A2-32A2-3222A2-30A2-3066A2-32A2-3244A2-31A2-3111A2-30A2-30MA2-45LA2-451A5-95UNIT 4.1FA206A5-42UNIT 3.2BA208A5-32UNIT 0.1A-RA205A5-01UNIT 0.1CA207A5-01FDFDFDFDFDFDRETAIL / RESTARAUNTUTILITY CLOSETPOOL EQUIPMENTSTORAGEBREAKROOMMECHANICALCLOSETCOMMONOPSMAINTENANCESHAREDGOODSMEN'SWOMEN'SJANITOR'SSTORAGEYOGASTUDIOSTAIR A3STAIR A4CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA06-21-23ADDENDUM ABUILDING A SECONDLEVEL SLAB PLANA2-12SFLOOR DRAINFDSLAB PLAN NOTESSYMBOL LEGENDDIRECTION OF SLOPE - 1/4" / FT U.N.O. FOR POOL DECK DRAINAGE, SEELANDSCAPE PLANS. INFORMATION SHOWN ON ARCHITECTURALDRAWINGS IS FOR REFERENCE ONLYCONCRETE SLAB ON GRADE OR ELEVATED CONCRETE SLABDEPRESSED SLOPED CONCRETE STRUCTURAL SLAB TO RECEIVEWATERPROOFING SYSTEM WITH CONCRETE TOPPING SLAB. 4"DEPRESSION FROM TOP OF SLOPE (WHERE OCCURS), TYP. U.N.O.DEPRESSED VAULT AT POOL DECK TO RECEIVE VAULT WATERPROOFINGSYSTEM, STRUCTURAL FOAM SLOPED WITH CONCRETE SLAB THENPODIUM WATERPROOFING SYSTEM WITH SAND-SET PAVERS ORLANDSCAPE FEATURE - SEE STRUCTURAL & LANDSCAPE FORADDITIONAL INFORMATION1.TYPICAL DIMENSIONS ARE PROVIDED ON ARCHITECTURAL FLOORPLANS. ADDITIONALDIMENSIONS ON SLAB PLAN ARE TO FACE OF CONCRETE, TYP, U.N.O. SEE "SLAB & FRAMINGALIGNMENT" DETAIL BELOW.2.SEE CIVIL PLANS FOR FINISH SURFACE ELEVATIONS OF CONCRETE SLABS, TYP.3.AT GARAGES, MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROMACCESSIBLE PARKING, INCLUDING ADJACENT AISLE - SEE FLOORPLANS. MAINTAIN 7'-0" MINCLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. COORDINATE ALL UTILITIES, FIXTURES,SUPPORTS, ETC. ACCORDINGLY.4.REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FORADDITIONAL INFORMATION. IT IS THE CONCRETE CONTRACTOR'S RESPONSIBILITY TOIDENTIFY ANY DISCREPANCY PRIOR TO THE POUR AND NOTIFY THE GENERALCONTRACTOR AND ARCHITECT FOR CORRECTIVE MEASURES.5.PROVIDE CONCRETE BLOCKOUT AT TUB DRAINS.6.PRIOR TO REQUESTING A FOUNDATION INSPECTION, GEOTECHNICAL CONSULTANT SHALLREVIEW AND APPROVE THE FOUNDATION EXCAVATIONS.7.PROVIDE PENETRATION FIRESTOP SYSTEMS PER8.AT DEPRESSED AREAS, SLOPES INIDCATED SHALL APPLY TO BOTH FINISH SURFACE ANDCONCRETE SUBSTRATE, TYP. U.N.O.9.PROVIDE VAPOR BARRIER BELOW ON-GRADE SLABS WHERE MOISTURE-SENSITIVE FLOORCOVERINGS OCCUR OR AS OTHERWISE RECOMMENDED BY GEOTECHNICAL ENGINEER -SEE GEOTECH REPORT.10.ADDITIONAL EMBED PLATES MAY OCCUR - SEE STRUCTURAL AND LANDSCAPE DRAWINGSFOR LOCATIONS AND ADDITIONAL REQUIREMENTS. COORDINATE ANY DESIGN / BUILDELEMENTS THAT MAY REQUIRE EMBED PLATES.11.STRUCTURAL STEEL BASE PLATES AND FASTENERS ARE INTENDED TO SIT AT OR BELOWTHE TOP OF CONCRETE SO AS NOT TO INTERUPT FINISH FLOORING. SEE STRUCTURALDRAWINGS AND COORDINATE ASSOCIATED TRADES ACCORDINGLY.-X"DEPRESSIONSLOPE TO LEVELLEVEL TO SLOPEDEPRESSION TO SLOPE-X"CONCRETE STRUCTURAL SLAB TRANSITIONSSPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. SEECIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS-3" FSFS = FINISH SURFACETOC = TOP OF STRUCTURAL CONCRETE SLABTO CURB = TOP OF CURBSLAB & FRAMING ALIGNMENTCONCRETE CURB OR STEM WALL, 8" MIN WIDTH, U.N.O. - SEE CIVIL ANDSTRL FOR ADDITIONAL INFORMATIONALLAD-208AD-56-6" TOCDEPRESSED SLOPED CONCRETE STRUCTURAL SLAB TO RECEIVEWATERPROOF TRAFFIC COATING. 1/2" DEPRESSION AT TOP OF SLOPE(WHERE OCCURS), TYP, U.N.O.DEPRESSED SLOPED CONCRETE STRUCTURAL SLAB TO RECEIVEWATERPROOFING SYSTEM UNDER LANDSCAPE FEATURES, 5" MIN.DEPRESSION AT TOP OF SLOPE. SEE LANDSCAPE FOR ADDITIONALINFORMATION.TOOLED CONTROL JOINT IN CONCRETE TOPPING SLABCONCRETE SLAB OPENING5-20AD-41ALLAD-41.1ALLAD-32ALIGN SUBSTRATES TO ALLOW FLUSH EXTERIOR FINISH. GC TOCOORDINATE WITH ARCHITECT.EXTERIOR FINISHALIGN EXTERIOR FINISHMULTIPLE LAYERS OF SHT'G AND/OR FURRING MAY OCCUR - SEEARCH AND STRL PLANSIF SHT'G IS EXPOSED, PROTECT UNDERSIDE WITH GSM"Z" FLASHING OR SIMILAR APPROVED MATERIALALTERNATIVELY:PROVIDE SUITABLE FILL MATERIAL OREXTEND CONCRETE SLAB TO ALIGN WITH EXTERIORWALL SUBSTRATE. GC TO COORDINATE WITHARCHITECTMULTIPLE LAYERS OF SHT'G AND/OR FURRING MAY OCCUR - SEEARCH AND STRL PLANSTYP ELEVATED SLABDIMENSION POINTPER FLOOR PLANDIMENSION POINTPER FLOOR PLANBTYP SLAB ON GRADEAWALL ASSEMBLYPER PLANWALL ASSEMBLYPER PLAN19AD-2116AD-5516AD-41.12&6AD-4113AD-32CONCRETE SLAB ON GRADE WITH VAPOR RETARDERDEPRESSED VAULT AT POOL CAVITY TO RECEIVE PODIUMWATERPROOFING SYSTEM THEN POOL CONSTRUCTION - SEE POOLDRAWINGS FOR MORE INFORMATIONSINGLE LAYER OF 2MM THICK ACOUSTICAL UNDERLAYMENT, SUCH ASGENIEMAT RST02, ECORE QTSCU 4002, OR EQUIVALENT (NOT REQUIREDOVER NONRESIDENTIAL SPACE OR WHERE CARPET AND PAD AREINSTALLED)ANSCALE:13/32"=1'-0"SECOND LEVEL OVERALL SLAB PLANAAATYP. ATEXTERIORPOSTAAAA06-21-23 LVELEC1204.45.26.27.28.28.610.31121311LL.6LRTRTH.8PPNNQQSS8.710.29.79.6Q.1Q.2N.911.211.511.722.1MR.5S.4P.4P.2P.3P.6N.1N.4N.2N.3MM.2M.4M.3244'-6"4'-5 1/2"24'-7 1/2"27'-5 1/2"30'-1"30'-4"30'-4"15'-9"32'-6"14'-1"27'-0"5'-6"2'-4 1/2"16'-5 7/8"13'-4"4'-5"18'-2 1/4"2'-2 3/4"5'-1"2'-0 1/2"3'-7"12'-0"7'-0"4'-5"109'-4 1/2"8'-9"8'-3"22'-4"21'-6"18'-11"9'-0"7'-5"3'-7"11'-4"6'-4"8'-5 1/2"1'-7"4'-6" 116'-1 3/4" 8'-9"8'-3"19'-9"22'-4"21'-6"18'-11"9'-0" 5'-4"3'-5"4'-7"10 1/4"11 1/2"2'-11"1'-1 1/4" 18'-3 3/4"2'-6"1'-0"1'-10"9'-0"7'-7 3/4"4.85.519'-9" 3'-8"17'-11 1/4"8.56 1/2"T.110 1/2"3'-1 1/8"12'-10 3/8"1'-7 1/8"12'-10 3/8" 2'-2"3'-4 1/2"LV ELECLV ELEC LVELECLV ELEC LVELECELEC ELEC OPEN TO BELOW3.23.4455.16788.8910BAC.1CDEFGHKG.9G.74.38.93185'-4"16'-4"31'-6"28'-6"31'-6"30'-0"31'-6"16'-0"1'-3"3'-1"12'-0"2'-9"1'-3"1'-6"2'-8"123'-4"13'-3"30'-0"13'-6"2'-0"13'-4"30'-2"12'-0"4'-4"3'-4"2'-4"4'-10"J2'-9"6.1C.6E.52'-0"4'-0"16'-3"10'-2"27'-3"1'-4"30'-2"28'-9"C.25"1"G.10STAIR A1UP 5%UP 5%UP 5%UP 1.5%DOWN 5%134.22' FS9.74' CH134.42' FS9.08' CH134.42' FS9.08' CH138.92' FS9.08' CH138.92' FS9.08' CH138.92' FS9.08' CH138.92' FS9.08' CH140.46' FS9.08' CH140.46' FS9.08' CH140.46' FS9.08' CH140.46' FS9.08' CH134.22' FS9.74' CH134.22' FS9.74' CH134.22' FS9.74' CH134.22' FS9.74' CH134.22' FS9.74' CH134.42' FS9.08' CH134.42' FS9.08' CH134.42' FS9.08' CH134.22' FS9.74' CH134.22' FS9.74' CH138.92' FS9.08' CH140.46' FS9.08' CH140.46' FS9.08' CH134.22' FS134.22' FS134.42' FS9.08' CH134.42' FS9.08' CH140.46' FS9.08' CH140.21'FD138.67'FD134.17'FD133.97'FDEVEVEVEVEVUPDNFEC FECFECñññ ñññ ññññ ñ ñEVEVEV3.23.4455.16788.8910BAC.1CDEFGHKG.9G.74.38.93185'-4"16'-4"31'-6"28'-6"31'-6"30'-0"31'-6"16'-0"1'-3"3'-1"12'-0"2'-9"1'-3"1'-6"2'-8"123'-4"13'-3"30'-0"13'-6"2'-0"13'-4"30'-2"12'-0"4'-4"3'-4"2'-4"4'-10"J2'-9"6.1C.6E.52'-0"4'-0"16'-3"10'-2"27'-3"1'-4"30'-2"28'-9"C.25"1"G.10FECñEVEVVANCORRIDORVENTILATIONSHAFT(2) FUTUREGREASE SHAFTSABOVECORRIDORVENTILATIONSHAFTRWSTAIR A2CORRIDORVENTILATIONSHAFTDNUPDNUPDNUPFECFEC DN4.5%OPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOW134.88'134.42'DN8%134.42'133.42'SPSPFECUNIT 0.3BA201A5-03UNIT 4.1B-RA202A5-41UNIT 2.1BA203A5-21UNIT 2.1E-RA204A5-22UNIT 4.1FA206A5-42UNIT 3.2BA208A5-32UNIT 0.1A-RA205A5-01UNIT 0.1CA207A5-0165655656562A5-742A5-762A5-722A5-702A5-901'-0"50'-5"16'-5 1/2"25'-0"8'-0"6'-8 1/2"2'-5"10'-3"1'-0"1'-4 3/4"126'-3" 9"53'-2"36'-2"2"36'-0" 18'-4"52'-8 3/4" 18'-4"43'-0 1/2"2" 2"4"A201A202A203A204A205A206A206A206A206A206A206A206A206A206A206A206A206A206A206A206A206A206A206A206A206A206A206A206A206A206A208A209A210A211A212A213A214A215A216A217A218A219A220A221A222A223131314993'-8"3'-0"18'-0" TYP.24'-0" MIN. DRIVE AISLE BBBCBCBD SRA2244AD-261'-1"9'-0"9'-0"9'-0"1'-6"9'-0"9'-0"9'-0"3'-9"9'-0"9'-0"3'-0"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"7'-11"18'-0"1'-0"8'-6"9'-0"9'-0"3'-7"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"9'-0"1'-6"18'-0"18'-0"1'-0"8'-6"9'-0"9'-0"3'-7"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"9'-0"1'-6"1'-0"9'-0"1'-4"9'-0"9'-0"1'-6"9'-0"9'-0"9'-0"9'-0"9'-0"8'-8"1'-10"18'-0" 9'-0"9'-0"3'-0"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"8'-0"18'-0"1'-0"8'-6"1'-4"9'-0"9'-0"1'-3"9'-0"1'-11"9'-0"9'-0"8'-4"3'-0"11111111TYP.1'-6"2'-3"9'-0"1A2-212A2-201A2-202A2-211A2-222A2-223A2-22AA2-40BA2-40EA2-42DA2-41CA2-41FA2-42GA2-431A5-963A2-31HA2-4355A2-32A2-3222A2-30A2-3066A2-32A2-3244A2-31A2-3111A2-30A2-30MA2-45LA2-451A5-95R-2, 1074 S.F.R-2, 1308 S.F.R-2, 458 S.F.R-2, 1187 S.F.R-2, 1164 S.F.R-2, 1356 S.F.R-2, 520 S.F.PARKINGS-2, 19997 S.F.R-2, 418 S.F.A225IDFP204R-2, 14 S.F.IDFP211A5-55R-2, 28 S.F.MEN'S RESTROOMP212A5-55R-2, 217 S.F.WOMEN'S RESTROOMP213A5-55R-2, 198 S.F.JANITOR'S CLOSETP214A5-55R-2, 117 S.F.YOGA STORAGEP215A5-55B, 68 S.F.YOGA STUDIOP216A5-55B, 585 S.F.CHUTEACCESS ROOMP218A5-94R-2, 152 S.F.MAINTENANCEP206A5-53B, 215 S.F.OPERATIONSP207A5-53B, 498 S.F.SHARED GOODSP209A5-53B, 296 S.F.BREAK ROOMP208A5-53B, 277 S.F.MECHANICALP210A5-53B, 271 S.F.CORRIDORP205A5-53B, 208 S.F.POOLEQUIPMENTP219A5-51U, 399 S.F.RESIDENT STORAGEP217A5-51&53U, 1,470 S.F.RETAIL STORAGEP220A5-51U, 444 S.F.RETAILP120A5-53M, OPEN TO BELOWRESTAURANTP128A5-51A-2, OPEN TO BELOW4AD-25ADOUBLE 2-HR FIRE WALLIN LIEU OF 3-HR FIREWALL PER NFPA 22148"A227A2269'-8 1/2"A206RAMP A1017 RAMP A1117CORRIDORR-2, 4034 S.F.R-2, 29 S.F.R-2, 10 S.F.ELECTRICAL SHAFT/VOID SPACE R-2, 238 S.F.R-2,41 S.F.20X 4'-6"6'-2" 7"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA06-21-23ADDENDUM ABUILDING A SECONDLEVEL FLOOR PLANA2-12BUILDING COMPOSITE PLAN NOTES6AD-311.THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS,ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TOTHE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION.2.UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THELEGAL ADDRESS.3.FOR GENERAL ACCESSIBILITY INFORMATION, SEE4.ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O.5.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O.6.PROVIDE PENETRATION FIRESTOP SYSTEMS PER7.THE FLAME-SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY8.WITH CBC 803.9.INTERIOR TRIMS SHALL COMPLY WITH CBC 806.10.PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING,PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE FIRE-RATEDACCESS PANELS WITH SELF CLOSING DEVICES.11.PROVIDE ACOUSTICAL ASSEMBLIES PER12.INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806.13.MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER14.VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2.15.SEE STRUCTURAL DRAWINGS FOR:A)SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHINGB)SPECIAL NAILING AND BLOCKING REQUIREMENTS15.PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIORBALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROMIRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNINGPERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BEVENTILATED. IN FIRE-RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLERPROTECTION SHALL BE EXTENDED TO THOSE AREAS.16.WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW ORIRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALLELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTEDAND APPROVED.17.PARKING GARAGE TYPE-IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE-RESISTIVE CONSTRUCTIONTHROUGHOUT.18.VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%)19.FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPEPROTECTION PER20.GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FORSUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC.21.THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FORSECURITY AND SAFETY.22.ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROMDRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS.23.SEE SHEETS A0-11 THRU A0-25 FOR ALL WALL FIRE RATINGS AND CORRESPONDING DETAILS24.SEE SHEETS A0-31 THRU A0-45 FOR EXITING ANALYSIS INCLUDING ROOM NAME, SQUARE FOOTAGE,OCCUPANT LOAD FACTOR, NUMBER OF OCCUPANTS AND OCCUPANCY TYPE25.CEILING FIXTURES THAT ARE RECESSED INTO FLOOR/CEILING ASSEMBLIES SHALL BE PROTECTED VIA LINEDJOIST BAY PER DETAIL 6/AD-21.26.PROVIDE CONTINUOUS DRYWALL BEHIND TUBS PER DETAIL 20/AD-22.27.CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINECABINETS PER DETAIL 4/AD-22.28.FOR TYPICAL CORRIDOR SECTION INCLUDING NOTES AND DETAILS, SEE29.INTERIOR FLOOR FINISHES SHALL SHOW COMPLIANCE WITH CBC SECTION 804.4AD-20ALLAD-02.1 ALLAD-01TOKEYNOTESMECHANICAL SHAFT - SEE MECHANICAL DRAWINGSLINE OF FLOOR ABOVEFIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF,SEMI-RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITHLOCAL FIRE AUTHORITY.BUILDING PLAN LEGENDDOOR SYMBOLFLOOR DRAIN - SEE PLMBXXWINDOW & STOREFRONT SYMBOL -A7-20-A7-404AD-22FECDOWNSPOUTDSFDDIRECTION OF SLOPE - 1/4" / FT U.N.O.ALLAD-2018AD-2212-A7-10-A7-30ACCESSIBLE PARKING SPACEALLAD-32ALLAD-41.1WATERPROOF TRAFFIC COATINGFRAMED WALL - 6" METAL STUDCONCRETE COLUMNMAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROMACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEARAFF IN ALL OTHER LOCATIONS OF GARAGE.FULL HEIGHT STEEL FENCING-X"DEPRESSIONSLOPE TO LEVELLEVEL TO SLOPEDEPRESSION TO SLOPE-X"16AD-3140" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVEFRAMED WALL - 3-5/8" METAL STUDAIRCRAFT CABLE VEHICULAR BARRIERSPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O.SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS-3" FSFS = FINISH SURFACETOC = TOP OF STRUCTURAL CONCRETE SLABTO CURB = TOP OF CURB-6" TOC19AD-31CONCRETE WHEEL STOPDETECTABLE WARNINGS, MIN 36" WIDECONCRETE TOPPING SLAB(PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.)COLUMN CAPCMU WALL - SEE STRUCTURALFRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURBCONCRETE WALL - SEE STRUCTURALCONCRETE STRUCTURAL SLAB TRANSITIONSRETAIL PARKING SPACE3GUEST PARKING SPACE4EV READY SPACE (FUTURE)5EV CHARGING SPACE (INSTALLED)6CLEAN AIR VEHICLE PARKING SPACE742" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-318ACCESSIBLE PARKING SPACE - MAX 2% SLOPE9VEHICULAR HEADROOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOORB. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR103AD-3112AD-31DIAGONAL STRIPING, REFER TO DETAIL 6/AD-011112AD-01EXPANSION JOINT, REFER TO SHEET AD-3312STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITIONWALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OFCONCRETE SLAB ABOVE.13DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB14EVELECTRIC VEHICLE CHARGING STATIONSEE SCHEDULESSEE DOOR SCHEDULESALLAD-55ALLAD-56PROVIDE SIGNAGE & BRAILLE ADJACENT TO DOORS LEADING INTO PARKING GARAGEAS A MEANS OF PROVIDING DETECTABLE WARNINGS PER DETAIL15EXTENT OF EXTERIOR STUCCO FINISH1AD-31.11AD-31.11AD-31.15AD-31.12AD-31.13 & 4AD-31.15,6 & 9AD-0121AD-718 & 12AD-27ROOM NUMBER */ UNIT NUMBERROOM NAME / UNIT TYPEXX001A5-XXSHEET REFERENCE* ROOM NUMBERS BEGINNING WITH 'P'HAVE BEEN ASSIGNED BY ARCHITECTFOR PROJECT COMMUNICATION. THESEROOM NUMBERS ARE NOT PART OF THEADDRESSING SYSTEM.REFER TO SHEET A5-87 FOR ENLARGED RAMP PLANS A2 THROUGH A716REFER TO SHEET A5-88 FOR ENLARGED RAMP PLANS A8 THROUGH A1417REFER TO SHEET A5-89 FOR ENLARGED RAMP PLANS B1 THROUGH B5182-HR RATED ACCESS PANEL, 18" (W) X 24" (H)19A2-HR RATED ERRCS SHAFT WITH 90 MIN. ACCESS PANEL, 12" (W) X 12" (H)20STORM WATER DETENSION BASIN, SEE CIVIL DRAWINGS21AGATE AND FENCE2220AD-52.1SCALE:13/32"=1'-0"BUILDING A SECOND FLOOR PLAN NAAAAATYP. ATEXTERIORPOSTAAAAAAAAAAAAA06-21-23 1204.45.26.27.28.28.610.31121311LL.6LRTRTH.8PPNNQQSS8.710.29.79.6Q.1Q.2N.911.211.511.722.1MR.5S.4P.4P.2P.3P.6N.1N.4N.2N.3MM.2M.4M.3244'-6"4'-5 1/2"24'-7 1/2"27'-5 1/2"30'-1"30'-4"30'-4"15'-9"32'-6"14'-1"27'-0"5'-6"2'-4 1/2"16'-5 7/8"13'-4"4'-5"18'-2 1/4"2'-2 3/4"5'-1"2'-0 1/2"3'-7"12'-0"7'-0"4'-5"109'-4 1/2"8'-9"8'-3"22'-4"21'-6"18'-11"9'-0"7'-5"3'-7"11'-4"6'-4"8'-5 1/2"1'-7"4'-6" 116'-1 3/4" 8'-9"8'-3"19'-9"22'-4"21'-6"18'-11"9'-0" 5'-4"3'-5"4'-7"10 1/4"11 1/2"2'-11"1'-1 1/4" 18'-3 3/4"2'-6"1'-0"1'-10"9'-0"7'-7 3/4"4.85.519'-9" 3'-8"17'-11 1/4"8.56 1/2"T.110 1/2"3'-1 1/8"12'-10 3/8"1'-7 1/8"12'-10 3/8" 2'-2"3'-4 1/2"LV ELEC LVELECRWDNUPDN8%134.42'133.42'FUTUREREFER RACK,A/C LINES ANDCONTROLLINES FORRESTAURANT(2) FUTUREGREASESHAFTSCORRVENTSHAFTELEV A1ELEV A2IDFRWCORRIDORVENTILATIONSHAFTIDFCORRIDORVENTILATIONSHAFTPOOL RESTROOMEXHAUST SHAFTSPFECLV ELECLV ELEC LVELECLVELECLVELEC LVELECELEC LV ELEC LVLVELECELECLV ELECLVLVELECLVELECLV ELEC LVELECLVELECLVELEC UPDN3.23.4455.16788.8910BAC.1CDEFGHKG.9G.74.38.93185'-4"16'-4"31'-6"28'-6"31'-6"30'-0"31'-6"16'-0"1'-3"3'-1"12'-0"2'-9"1'-3"1'-6"2'-8"123'-4"13'-3"30'-0"13'-6"2'-0"13'-4"30'-2"12'-0"4'-4"3'-4"2'-4"4'-10"J2'-9"6.1C.6E.52'-0"4'-0"16'-3"10'-2"27'-3"1'-4"30'-2"28'-9"C.25"1"G.10STAIR A1144.96' FS9.08' CH144.50' FS9.06' CH144.50' FS9.06' CH149.00' FS9.06' CH149.00' FS9.06' CH149.00' FS9.06' CH149.00' FS9.06' CH150.54' FS9.07' CH150.54' FS9.07' CH150.54' FS9.07' CH150.54' FS9.07' CH144.96' FS9.08' CH144.96' FS9.08' CH144.96' FS9.08' CH144.96' FS9.08' CH144.96' FS9.08' CH144.50' FS9.06' CH144.50' FS9.06' CH144.50' FS9.06' CH149.00' FS9.06' CH150.54' FS9.07' CH144.96'150.29'148.75'144.71'144.25'144.50' FS9.06' CHUP 5%UP 5.0%UP 5%DOWN 5%DOWN 1.5% 30'-10"STAIR A4STAIR A3STAIR A2UPDNABOVEFECFECFEC DNDOWN 3.1%Y.7Y.6Y.5Y.3Y.2Y.1Y.4Y.8DNUPSP144.50' TSSFLOOR OUTLET, TYP.- SEE ID DRAWINGSFOR MORE INFO5"5"FOR STRUCTURALSTEEL LAYOUT, SEEA5-62FOR POOLDIMENSIONS, SEEPOOL DRAWINGSFOR SLOPES ANDDRAINS, SEELANDSCAPEDRAWINGS1A2-212A2-201A2-202A2-211A2-222A2-223A2-22AA2-40BA2-40EA2-42DA2-41CA2-41FA2-42GA2-431A5-963A2-31HA2-4355A2-32A2-3222A2-30A2-3066A2-32A2-3244A2-31A2-3111A2-30A2-30MA2-45LA2-451A5-95UNIT 4.1GA306A5-43UNIT 4.1JA315A5-43UNIT 0.1B-RA305A5-01UNIT 1.2AA307A5-13UNIT 1.1A-RA308A5-11UNIT 2.4AA309A5-28UNIT 2.2DA310A5-24UNIT 1.2A-RA311A5-13UNIT 2.5AA314A5-29UNIT 1.2AA312A5-13UNIT 0.1DA313A5-01UNIT 2.6AA316A5-35UNIT 2.2B-RA317A5-23CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING A THIRDLEVEL SLAB PLANA2-13SFLOOR DRAINFDSLAB PLAN NOTESSYMBOL LEGENDDIRECTION OF SLOPE - 1/4" / FT U.N.O. FOR POOL DECK DRAINAGE, SEELANDSCAPE PLANS. INFORMATION SHOWN ON ARCHITECTURALDRAWINGS IS FOR REFERENCE ONLYCONCRETE SLAB ON GRADE OR ELEVATED CONCRETE SLABDEPRESSED SLOPED CONCRETE STRUCTURAL SLAB TO RECEIVEWATERPROOFING SYSTEM WITH CONCRETE TOPPING SLAB. 4"DEPRESSION FROM TOP OF SLOPE (WHERE OCCURS), TYP. U.N.O.DEPRESSED VAULT AT POOL DECK TO RECEIVE VAULT WATERPROOFINGSYSTEM, STRUCTURAL FOAM SLOPED WITH CONCRETE SLAB THENPODIUM WATERPROOFING SYSTEM WITH SAND-SET PAVERS ORLANDSCAPE FEATURE - SEE STRUCTURAL & LANDSCAPE FORADDITIONAL INFORMATION1.TYPICAL DIMENSIONS ARE PROVIDED ON ARCHITECTURAL FLOORPLANS. ADDITIONALDIMENSIONS ON SLAB PLAN ARE TO FACE OF CONCRETE, TYP, U.N.O. SEE "SLAB & FRAMINGALIGNMENT" DETAIL BELOW.2.SEE CIVIL PLANS FOR FINISH SURFACE ELEVATIONS OF CONCRETE SLABS, TYP.3.AT GARAGES, MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROMACCESSIBLE PARKING, INCLUDING ADJACENT AISLE - SEE FLOORPLANS. MAINTAIN 7'-0" MINCLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. COORDINATE ALL UTILITIES, FIXTURES,SUPPORTS, ETC. ACCORDINGLY.4.REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FORADDITIONAL INFORMATION. IT IS THE CONCRETE CONTRACTOR'S RESPONSIBILITY TOIDENTIFY ANY DISCREPANCY PRIOR TO THE POUR AND NOTIFY THE GENERALCONTRACTOR AND ARCHITECT FOR CORRECTIVE MEASURES.5.PROVIDE CONCRETE BLOCKOUT AT TUB DRAINS.6.PRIOR TO REQUESTING A FOUNDATION INSPECTION, GEOTECHNICAL CONSULTANT SHALLREVIEW AND APPROVE THE FOUNDATION EXCAVATIONS.7.PROVIDE PENETRATION FIRESTOP SYSTEMS PER8.AT DEPRESSED AREAS, SLOPES INIDCATED SHALL APPLY TO BOTH FINISH SURFACE ANDCONCRETE SUBSTRATE, TYP. U.N.O.9.PROVIDE VAPOR BARRIER BELOW ON-GRADE SLABS WHERE MOISTURE-SENSITIVE FLOORCOVERINGS OCCUR OR AS OTHERWISE RECOMMENDED BY GEOTECHNICAL ENGINEER -SEE GEOTECH REPORT.10.ADDITIONAL EMBED PLATES MAY OCCUR - SEE STRUCTURAL AND LANDSCAPE DRAWINGSFOR LOCATIONS AND ADDITIONAL REQUIREMENTS. COORDINATE ANY DESIGN / BUILDELEMENTS THAT MAY REQUIRE EMBED PLATES.11.STRUCTURAL STEEL BASE PLATES AND FASTENERS ARE INTENDED TO SIT AT OR BELOWTHE TOP OF CONCRETE SO AS NOT TO INTERUPT FINISH FLOORING. SEE STRUCTURALDRAWINGS AND COORDINATE ASSOCIATED TRADES ACCORDINGLY.-X"DEPRESSIONSLOPE TO LEVELLEVEL TO SLOPEDEPRESSION TO SLOPE-X"CONCRETE STRUCTURAL SLAB TRANSITIONSSPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. SEECIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS-3" FSFS = FINISH SURFACETOC = TOP OF STRUCTURAL CONCRETE SLABTO CURB = TOP OF CURBSLAB & FRAMING ALIGNMENTCONCRETE CURB OR STEM WALL, 8" MIN WIDTH, U.N.O. - SEE CIVIL ANDSTRL FOR ADDITIONAL INFORMATIONALLAD-208AD-56-6" TOCDEPRESSED SLOPED CONCRETE STRUCTURAL SLAB TO RECEIVEWATERPROOF TRAFFIC COATING. 1/2" DEPRESSION AT TOP OF SLOPE(WHERE OCCURS), TYP, U.N.O.DEPRESSED SLOPED CONCRETE STRUCTURAL SLAB TO RECEIVEWATERPROOFING SYSTEM UNDER LANDSCAPE FEATURES, 5" MIN.DEPRESSION AT TOP OF SLOPE. SEE LANDSCAPE FOR ADDITIONALINFORMATION.TOOLED CONTROL JOINT IN CONCRETE TOPPING SLABCONCRETE SLAB OPENING5-20AD-41ALLAD-41.1ALLAD-32ALIGN SUBSTRATES TO ALLOW FLUSH EXTERIOR FINISH. GC TOCOORDINATE WITH ARCHITECT.EXTERIOR FINISHALIGN EXTERIOR FINISHMULTIPLE LAYERS OF SHT'G AND/OR FURRING MAY OCCUR - SEEARCH AND STRL PLANSIF SHT'G IS EXPOSED, PROTECT UNDERSIDE WITH GSM"Z" FLASHING OR SIMILAR APPROVED MATERIALALTERNATIVELY:PROVIDE SUITABLE FILL MATERIAL OREXTEND CONCRETE SLAB TO ALIGN WITH EXTERIORWALL SUBSTRATE. GC TO COORDINATE WITHARCHITECTMULTIPLE LAYERS OF SHT'G AND/OR FURRING MAY OCCUR - SEEARCH AND STRL PLANSTYP ELEVATED SLABDIMENSION POINTPER FLOOR PLANDIMENSION POINTPER FLOOR PLANBTYP SLAB ON GRADEAWALL ASSEMBLYPER PLANWALL ASSEMBLYPER PLAN19AD-2116AD-5516AD-41.12&6AD-4113AD-32CONCRETE SLAB ON GRADE WITH VAPOR RETARDERDEPRESSED VAULT AT POOL CAVITY TO RECEIVE PODIUMWATERPROOFING SYSTEM THEN POOL CONSTRUCTION - SEE POOLDRAWINGS FOR MORE INFORMATIONSINGLE LAYER OF 2MM THICK ACOUSTICAL UNDERLAYMENT, SUCH ASGENIEMAT RST02, ECORE QTSCU 4002, OR EQUIVALENT (NOT REQUIREDOVER NONRESIDENTIAL SPACE OR WHERE CARPET AND PAD AREINSTALLED)ANSCALE:13/32"=1'-0"THIRD LEVEL OVERALL SLAB PLANAAATYP. ATEXTERIORPOSTAAAA06-21-23 6'-0" 9'-0" 18'-0" 9'-0" 3'-0"52'-10"9'-8"18'-0"8'-0"8'-0"4'-0"EEDDDEFUTUREREFER RACK,A/C LINES ANDCONTROLLINES FORRESTAURANT(2) FUTUREGREASESHAFTSCORRVENTSHAFTELEV A1ELEV A2IDFRWCORRIDORVENTILATIONSHAFTIDFCORRIDORVENTILATIONSHAFTPOOL RESTROOMEXHAUST SHAFTSPFECLV ELECLV ELEC LVELECLVELECLVELEC LVELECELEC LV ELEC LVLVELECELECLV ELECLVLVELECLVELECLV ELEC LVELECLVELECLVELEC UPDN3.23.4455.16788.8910BAC.1CDEFGHKG.9G.74.38.93185'-4"16'-4"31'-6"28'-6"31'-6"30'-0"31'-6"16'-0"1'-3"3'-1"12'-0"2'-9"1'-3"1'-6"2'-8"123'-4"13'-3"30'-0"13'-6"2'-0"13'-4"30'-2"12'-0"4'-4"3'-4"2'-4"4'-10"J2'-9"6.1C.6E.52'-0"4'-0"16'-3"10'-2"27'-3"1'-4"30'-2"28'-9"C.25"1"G.10STAIR A1144.96' FS9.08' CH144.50' FS9.06' CH144.50' FS9.06' CH149.00' FS9.06' CH149.00' FS9.06' CH149.00' FS9.06' CH149.00' FS9.06' CH150.54' FS9.07' CH150.54' FS9.07' CH150.54' FS9.07' CH150.54' FS9.07' CH144.96' FS9.08' CH144.96' FS9.08' CH144.96' FS9.08' CH144.96' FS9.08' CH144.96' FS9.08' CH144.50' FS9.06' CH144.50' FS9.06' CH144.50' FS9.06' CH149.00' FS9.06' CH150.54' FS9.07' CH144.96'150.29'148.75'144.71'144.25'144.50' FS9.06' CHUP 5%UP 5.0%UP 5%DOWN 5%EVEVEVFECFEC FECFECDOWN 1.5%ñññ ñññ ññññ ñ ñEVEVEV30'-10"18'-8"EVEVEVEVEVEVEVSTAIR A4STAIR A3STAIR A2UPDNABOVEDNUPFECFECFEC DNDOWN 3.1%144.96'144.50'144.50'DNUPSPUNIT 0.3BA301A5-03UNIT 4.1C-RA302A5-42UNIT 2.1CA303A5-21UNIT 2.1F-RA304A5-22UNIT 4.1GA306A5-43UNIT 4.1JA315A5-43UNIT 0.1B-RA305A5-01UNIT 1.2AA307A5-13UNIT 1.1A-RA308A5-11UNIT 2.4AA309A5-28UNIT 2.2DA310A5-24UNIT 1.2A-RA311A5-13UNIT 2.5AA314A5-29UNIT 1.2AA312A5-13UNIT 0.1DA313A5-01UNIT 2.6AA316A5-35UNIT 2.2B-RA317A5-23656556655563A5-743A5-763A5-722A5-703A5-901'-0"18'-4"2"AIRSPACE53'-0"2"AIRSPACE37'-6"1'-0"10'-3"2"AIRSPACE16'-1 1/2"2"AIRSPACE25'-0"18'-4"53'-2"2" AIRSPACE 9'-6 1/4"2" AIRSPACE 35'-10"1'-4 3/4"36'-0"36'-0"2" AIRSPACE 53'-2"9" 110'-4 1/2"243'-6"34'-6"2"AIRSPACE37'-6"91'-9 1/2"37'-6"2"AIRSPACE33'-0"7'-10 1/2"34'-6"2" AIRSPACE 11'-3"2" AIRSPACE 24'-6"6'-11"2"24'-11"2'-1"9'-9"2"AIRSPACE60'-0"6"23'-10"2"AIRSPACE7'-9 1/2"9'-9 1/2"2"22'-0 1/2"2"4'-9 1/2"8'-0"22'-0"2"4'-10"6'-6"25'-0"6'-7"25'-0"34'-2"2" AIRSPACE 23'-10"2" AIRSPACE 11'-5"6'-2"6'-5 1/2"2"25'-8"1'-4"7'-10"2"24'-0"1'-0"7'-3 1/2"1'-0"2"8'-0"6'-8 1/2"1'-5"9"1'-2 1/2"2"9'-10"91'-9 1/2"5"6'-8 1/2"1'-3"2"2"10'-7"5'-1"2"2'-3"2"4'-11"1'-0"A301A302A303A304A305A306A307A308A309A310A311A312A313A314A315A316A317A318A319A320A321A323A322BBBCBC SSSSA3244AD-26A32518'-0" TYP.1'-1"9'-0"9'-0"9'-0"1'-6"9'-0"9'-0"9'-0"3'-9"9'-0"9'-0"3'-0"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"7'-11"18'-0"1'-0"8'-6"9'-0"9'-0"3'-7"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"9'-0"1'-6"18'-0"18'-0"8'-6"9'-0"9'-0"3'-7"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"9'-0"2'-3"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"9'-0"9'-0"9'-0"8'-8"1'-10"18'-0" 9'-0"9'-0"3'-0"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"8'-0"18'-0"1'-0"8'-6"1'-4"9'-0"9'-0"1'-3"9'-0"1'-11"9'-0"9'-0"8'-4"3'-0"3'-0"9'-0"9'-0"9'-0"3'-9"9'-0"9'-0"9'-0"3'-0"1A2-212A2-201A2-202A2-211A2-222A2-223A2-22AA2-40BA2-40EA2-42DA2-41CA2-41FA2-42GA2-431A5-963A2-31HA2-4355A2-32A2-3222A2-30A2-3066A2-32A2-3244A2-31A2-3111A2-30A2-30MA2-45LA2-451A5-95111111111114TYP.1'-0"R-2, 1222 S.F.R-2, 1129 S.F.R-2, 1298 S.F.R-2, 1197 S.F.R-2, 439 S.F.R-2, 780 S.F.R-2, 1216 S.F.R-2, 934 S.F.R-2, 775 S.F.R-2, 1293 S.F.R-2, 786 S.F.R-2, 786 S.F.R-2, 441 S.F.R-2, 1166 S.F.R-2, 1164 S.F.R-2, 1356 S.F.R-2, 520 S.F.PARKINGS-2, 21410 S.F.1A5-67IDFP304R-2, 14 S.F.IDFP311A5-90R-2, 22 S.F.SINKP312A5-60AR-2, 15 S.F.WOMEN'SRESTROOMP314A5-60AR-2, 305 S.F.MEN'SRESTROOMP313A5-60AR-2, 231 S.F.CLUBROOMP315A5-60AA-3, 1869 S.F.ELECTRICALMETERSP319A5-60AR-2, 37 S.F.CHUTEACCESS ROOMP318A5-94R-2, 154 S.F.IDFP320R-2, 31 S.F.RESTAURANTUTILITYP321R-2, 15 S.F.4AD-25ADOUBLE 2-HR FIRE WALLIN LIEU OF 3-HR FIREWALL PER NFPA 22148"23'-0"MIN. DRIVE AISLE WIDTHCORRIDORR-2, 4470 S.F.POOLSHOWER-A5-60AR-2, 52 S.F.R-29 S.F.37 S.F.R-2R-241S.F.2018" MIN. 24" MAX.64'-6"6'-2" 7"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING A THIRDLEVEL FLOOR PLANA2-13SCALE:13/32"=1'-0"BUILDING A THIRD LEVEL FLOOR PLAN BUILDING COMPOSITE PLAN NOTES6AD-311.THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS,ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TOTHE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION.2.UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THELEGAL ADDRESS.3.FOR GENERAL ACCESSIBILITY INFORMATION, SEE4.ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O.5.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O.6.PROVIDE PENETRATION FIRESTOP SYSTEMS PER7.THE FLAME-SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY8.WITH CBC 803.9.INTERIOR TRIMS SHALL COMPLY WITH CBC 806.10.PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING,PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE FIRE-RATEDACCESS PANELS WITH SELF CLOSING DEVICES.11.PROVIDE ACOUSTICAL ASSEMBLIES PER12.INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806.13.MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER14.VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2.15.SEE STRUCTURAL DRAWINGS FOR:A)SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHINGB)SPECIAL NAILING AND BLOCKING REQUIREMENTS15.PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIORBALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROMIRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNINGPERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BEVENTILATED. IN FIRE-RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLERPROTECTION SHALL BE EXTENDED TO THOSE AREAS.16.WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW ORIRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALLELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTEDAND APPROVED.17.PARKING GARAGE TYPE-IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE-RESISTIVE CONSTRUCTIONTHROUGHOUT.18.VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%)19.FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPEPROTECTION PER20.GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FORSUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC.21.THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FORSECURITY AND SAFETY.22.ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROMDRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS.23.SEE SHEETS A0-11 THRU A0-25 FOR ALL WALL FIRE RATINGS AND CORRESPONDING DETAILS24.SEE SHEETS A0-31 THRU A0-45 FOR EXITING ANALYSIS INCLUDING ROOM NAME, SQUARE FOOTAGE,OCCUPANT LOAD FACTOR, NUMBER OF OCCUPANTS AND OCCUPANCY TYPE25.CEILING FIXTURES THAT ARE RECESSED INTO FLOOR/CEILING ASSEMBLIES SHALL BE PROTECTED VIA LINEDJOIST BAY PER DETAIL 6/AD-21.26.PROVIDE CONTINUOUS DRYWALL BEHIND TUBS PER DETAIL 20/AD-22.27.CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINECABINETS PER DETAIL 4/AD-22.28.FOR TYPICAL CORRIDOR SECTION INCLUDING NOTES AND DETAILS, SEE29.INTERIOR FLOOR FINISHES SHALL SHOW COMPLIANCE WITH CBC SECTION 804.4AD-20ALLAD-02.1 ALLAD-01TOKEYNOTESMECHANICAL SHAFT - SEE MECHANICAL DRAWINGSLINE OF FLOOR ABOVEFIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF,SEMI-RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITHLOCAL FIRE AUTHORITY.BUILDING PLAN LEGENDDOOR SYMBOLFLOOR DRAIN - SEE PLMBXXWINDOW & STOREFRONT SYMBOL -A7-20-A7-404AD-22FECDOWNSPOUTDSFDDIRECTION OF SLOPE - 1/4" / FT U.N.O.ALLAD-2018AD-2212-A7-10-A7-30ACCESSIBLE PARKING SPACEALLAD-32ALLAD-41.1WATERPROOF TRAFFIC COATINGFRAMED WALL - 6" METAL STUDCONCRETE COLUMNMAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROMACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEARAFF IN ALL OTHER LOCATIONS OF GARAGE.FULL HEIGHT STEEL FENCING-X"DEPRESSIONSLOPE TO LEVELLEVEL TO SLOPEDEPRESSION TO SLOPE-X"16AD-3140" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVEFRAMED WALL - 3-5/8" METAL STUDAIRCRAFT CABLE VEHICULAR BARRIERSPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O.SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS-3" FSFS = FINISH SURFACETOC = TOP OF STRUCTURAL CONCRETE SLABTO CURB = TOP OF CURB-6" TOC19AD-31CONCRETE WHEEL STOPDETECTABLE WARNINGS, MIN 36" WIDECONCRETE TOPPING SLAB(PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.)COLUMN CAPCMU WALL - SEE STRUCTURALFRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURBCONCRETE WALL - SEE STRUCTURALCONCRETE STRUCTURAL SLAB TRANSITIONSRETAIL PARKING SPACE3GUEST PARKING SPACE4EV READY SPACE (FUTURE)5EV CHARGING SPACE (INSTALLED)6CLEAN AIR VEHICLE PARKING SPACE742" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-318ACCESSIBLE PARKING SPACE - MAX 2% SLOPE9VEHICULAR HEADROOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOORB. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR103AD-3112AD-31DIAGONAL STRIPING, REFER TO DETAIL 6/AD-011112AD-01EXPANSION JOINT, REFER TO SHEET AD-3312STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITIONWALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OFCONCRETE SLAB ABOVE.13DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB14EVELECTRIC VEHICLE CHARGING STATIONSEE SCHEDULESSEE DOOR SCHEDULESALLAD-55ALLAD-56PROVIDE SIGNAGE & BRAILLE ADJACENT TO DOORS LEADING INTO PARKING GARAGEAS A MEANS OF PROVIDING DETECTABLE WARNINGS PER DETAIL15EXTENT OF EXTERIOR STUCCO FINISH1AD-31.11AD-31.11AD-31.15AD-31.12AD-31.13 & 4AD-31.15,6 & 9AD-0121AD-718 & 12AD-27ROOM NUMBER */ UNIT NUMBERROOM NAME / UNIT TYPEXX001A5-XXSHEET REFERENCE* ROOM NUMBERS BEGINNING WITH 'P'HAVE BEEN ASSIGNED BY ARCHITECTFOR PROJECT COMMUNICATION. THESEROOM NUMBERS ARE NOT PART OF THEADDRESSING SYSTEM.REFER TO SHEET A5-87 FOR ENLARGED RAMP PLANS A2 THROUGH A716REFER TO SHEET A5-88 FOR ENLARGED RAMP PLANS A8 THROUGH A1417REFER TO SHEET A5-89 FOR ENLARGED RAMP PLANS B1 THROUGH B5182-HR RATED ACCESS PANEL, 18" (W) X 24" (H)19A2-HR RATED ERRCS SHAFT WITH 90 MIN. ACCESS PANEL, 12" (W) X 12" (H)20STORM WATER DETENSION BASIN, SEE CIVIL DRAWINGS21AGATE AND FENCE2220AD-52.1NAAAAAATYP. ATEXTERIORPOSTAAAAAAA06-21-23 FUTUREREFER RACK,A/C LINES ANDCONTROLLINES FORRESTAURANT(2) FUTUREGREASESHAFTSCORRVENTSHAFTELEV A1ELEV A2IDFRWCORRIDORVENTILATIONSHAFTIDFCORRIDORVENTILATIONSHAFTPOOL RESTROOMEXHAUST SHAFTSPFECLV ELECLV ELEC LVELECLVELECLVELEC LVELECELEC LV ELEC LVLVELECELECLV ELECLVLVELECLVELECLV ELEC LVELECLVELECLVELEC DN3.23.4455.16788.8910BAC.1CDEFGHKG.9G.74.38.93185'-4"16'-4"31'-6"28'-6"31'-6"30'-0"31'-6"16'-0"1'-3"3'-1"12'-0"2'-9"1'-3"1'-6"2'-8"123'-4"13'-3"30'-0"13'-6"2'-0"13'-4"30'-2"12'-0"4'-4"3'-4"2'-4"4'-10"J2'-9"6.1C.6E.52'-0"4'-0"16'-3"10'-2"27'-3"1'-4"30'-2"28'-9"C.25"1"G.10STAIR A1UP 5%UP 5%UP 5%DOWN 5%FECFECFECDOWM 1.5%ñññ ñññ ññññ ñ ñEVEVEVEVEVEVEVEVEVEV3.23.4455.16788.8910BAC.1CDEFGHKG.9G.74.38.93185'-4"16'-4"31'-6"28'-6"31'-6"30'-0"31'-6"16'-0"1'-3"3'-1"12'-0"2'-9"1'-3"1'-6"2'-8"123'-4"13'-3"30'-0"13'-6"2'-0"13'-4"30'-2"12'-0"4'-4"3'-4"2'-4"4'-10"J2'-9"6.1C.6E.52'-0"4'-0"16'-3"10'-2"27'-3"1'-4"30'-2"28'-9"C.25"1"G.10FECñEVEVLVELECSTAIR A4STAIR A3STAIR A2UPDNDNUPHVACFECFECFEC DN3.1%155.04'154.56'154.56'DNUPSPUNIT 0.3BA401A5-03UNIT 4.1B-RA402A5-41UNIT 2.1BA403A5-21UNIT 2.1E-RA404A5-22UNIT 4.1HA406A5-43UNIT 4.1KA416A5-43UNIT 0.1B-RA405A5-01UNIT 1.2BA407A5-13UNIT 1.1D-RA408A5-12UNIT 2.4AA409A5-28UNIT 2.2DA410A5-24UNIT 1.2B-RA411A5-13UNIT 2.5BA415A5-29UNIT 1.2BA413A5-13UNIT 0.1DA414A5-01UNIT 2.6AA417A5-35UNIT 2.2B-RA418A5-23UNIT 1.1B-RA412A5-11565656565654A5-744A5-763A5-723A5-703A5-901'-0"18'-4"2"AIRSPACE53'-0"2"AIRSPACE37'-6"1'-0"10'-3"2"AIRSPACE16'-1 1/2"2"AIRSPACE25'-0"18'-4"53'-2"2" AIRSPACE 9'-6 1/4"2" AIRSPACE 35'-10"1'-4 3/4"36'-0"36'-0"2" AIRSPACE 53'-2"9" 110'-4 1/2"242'-6"34'-6"2"AIRSPACE37'-6"91'-9 1/2"37'-6"2"AIRSPACE33'-0"7'-10 1/2"34'-6"2" AIRSPACE 11'-3"2" AIRSPACE 24'-6"6'-11"2"24'-11"2'-1"9'-9"2"AIRSPACE60'-0"6"23'-10"2"AIRSPACE7'-9 1/2"9'-9 1/2"2"22'-0 1/2"2"4'-9 1/2"8'-0"22'-0"2"4'-10"6'-6"25'-0"6'-7"25'-0"34'-2"2" AIRSPACE 23'-10"2" AIRSPACE 11'-5"6'-2"6'-5 1/2"2"25'-8"1'-4"7'-10"2"24'-0"1'-0"7'-3 1/2"1'-0"2"8'-0"6'-8 1/2"1'-5"9"1'-2 1/2"2"9'-10"91'-9 1/2"5"6'-8 1/2"1'-3"2"2"10'-7"5'-1"2"2'-3"2"4'-11"A401A402A403A404A405A406A407A408A409A410A411A412A413A414A415A41625'-0"8'-11"12'-4"2"32'-3"2"6'-4"4'-8 1/2"21'-11 3/4"8'-3"18'-8 3/4"6"23'-10"2"32'-3"2"BBBCBCBB A4174AD-2618'-0" TYP.1'-1"9'-0"9'-0"9'-0"2'-3"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"7'-11"18'-0"1'-0"8'-6"9'-0"9'-0"3'-7"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"9'-0"11"18'-0"18'-0"8'-6"9'-0"9'-0"3'-7"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"9'-0"2'-3"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"9'-0"9'-0"9'-0"8'-8"1'-10"18'-0" 9'-0"9'-0"3'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"18'-0"1'-0"8'-6"1'-10"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"8'-0"3'-0"3'-0"9'-0"9'-0"9'-0"3'-9"9'-0"9'-0"9'-0"3'-0"1A2-212A2-201A2-202A2-211A2-222A2-223A2-22AA2-40BA2-40EA2-42DA2-41CA2-41FA2-42GA2-431A5-963A2-31HA2-4355A2-32A2-3222A2-30A2-3066A2-32A2-3244A2-31A2-3111A2-30A2-30MA2-45LA2-451A5-951111111114TYP.1'-0"R-2, 1129 S.F.R-2, 1222 S.F.R-2, 1344 S.F.R-2, 439 S.F.R-2, 780 S.F.R-2, 1197 S.F.R-2, 1216 S.F.R-2, 934 S.F.R-2, 775 S.F.R-2, 786 S.F.R-2, 1342 S.F.R-2, 786 S.F.R-2, 441 S.F.R-2, 1166 S.F.R-2, 1164 S.F.R-2, 1356 S.F.R-2, 520 S.F.99PARKINGS-2, 21415 S.F.R-2, 773 S.F.IDFP404R-2, 14 S.F.IDFP411A5-90R-2, 22 S.F.HVACP419A5-60BA-3, 39 S.F.CHUTEACCESS ROOMP418A5-94R-2, 154 S.F.IDFP420R-2, 31 S.F.RESTAURANTUTILITYP421R-2, 15 S.F.CLUBROOMP315A5-60BA-3, OPEN TOBELOW4AD-25ADOUBLE 2-HR FIRE WALLIN LIEU OF 3-HR FIREWALL PER NFPA 22148"23'-0"MIN. DRIVE AISLE WIDTH17RAMP A13 CORRIDORR-2, 4294 S.F.R-29 S.F.37 S.F.R-223 S.F.R-2R-241S.F.6204'-6"6'-2" 7"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING A FOURTHLEVEL FLOOR PLANA2-14BUILDING COMPOSITE PLAN NOTES6AD-311.THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS,ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TOTHE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION.2.UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THELEGAL ADDRESS.3.FOR GENERAL ACCESSIBILITY INFORMATION, SEE4.ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O.5.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O.6.PROVIDE PENETRATION FIRESTOP SYSTEMS PER7.THE FLAME-SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY8.WITH CBC 803.9.INTERIOR TRIMS SHALL COMPLY WITH CBC 806.10.PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING,PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE FIRE-RATEDACCESS PANELS WITH SELF CLOSING DEVICES.11.PROVIDE ACOUSTICAL ASSEMBLIES PER12.INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806.13.MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER14.VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2.15.SEE STRUCTURAL DRAWINGS FOR:A)SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHINGB)SPECIAL NAILING AND BLOCKING REQUIREMENTS15.PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIORBALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROMIRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNINGPERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BEVENTILATED. IN FIRE-RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLERPROTECTION SHALL BE EXTENDED TO THOSE AREAS.16.WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW ORIRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALLELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTEDAND APPROVED.17.PARKING GARAGE TYPE-IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE-RESISTIVE CONSTRUCTIONTHROUGHOUT.18.VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%)19.FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPEPROTECTION PER20.GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FORSUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC.21.THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FORSECURITY AND SAFETY.22.ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROMDRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS.23.SEE SHEETS A0-11 THRU A0-25 FOR ALL WALL FIRE RATINGS AND CORRESPONDING DETAILS24.SEE SHEETS A0-31 THRU A0-45 FOR EXITING ANALYSIS INCLUDING ROOM NAME, SQUARE FOOTAGE,OCCUPANT LOAD FACTOR, NUMBER OF OCCUPANTS AND OCCUPANCY TYPE25.CEILING FIXTURES THAT ARE RECESSED INTO FLOOR/CEILING ASSEMBLIES SHALL BE PROTECTED VIA LINEDJOIST BAY PER DETAIL 6/AD-21.26.PROVIDE CONTINUOUS DRYWALL BEHIND TUBS PER DETAIL 20/AD-22.27.CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINECABINETS PER DETAIL 4/AD-22.28.FOR TYPICAL CORRIDOR SECTION INCLUDING NOTES AND DETAILS, SEE29.INTERIOR FLOOR FINISHES SHALL SHOW COMPLIANCE WITH CBC SECTION 804.4AD-20ALLAD-02.1 ALLAD-01TOKEYNOTESMECHANICAL SHAFT - SEE MECHANICAL DRAWINGSLINE OF FLOOR ABOVEFIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF,SEMI-RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITHLOCAL FIRE AUTHORITY.BUILDING PLAN LEGENDDOOR SYMBOLFLOOR DRAIN - SEE PLMBXXWINDOW & STOREFRONT SYMBOL -A7-20-A7-404AD-22FECDOWNSPOUTDSFDDIRECTION OF SLOPE - 1/4" / FT U.N.O.ALLAD-2018AD-2212-A7-10-A7-30ACCESSIBLE PARKING SPACEALLAD-32ALLAD-41.1WATERPROOF TRAFFIC COATINGFRAMED WALL - 6" METAL STUDCONCRETE COLUMNMAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROMACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEARAFF IN ALL OTHER LOCATIONS OF GARAGE.FULL HEIGHT STEEL FENCING-X"DEPRESSIONSLOPE TO LEVELLEVEL TO SLOPEDEPRESSION TO SLOPE-X"16AD-3140" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVEFRAMED WALL - 3-5/8" METAL STUDAIRCRAFT CABLE VEHICULAR BARRIERSPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O.SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS-3" FSFS = FINISH SURFACETOC = TOP OF STRUCTURAL CONCRETE SLABTO CURB = TOP OF CURB-6" TOC19AD-31CONCRETE WHEEL STOPDETECTABLE WARNINGS, MIN 36" WIDECONCRETE TOPPING SLAB(PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.)COLUMN CAPCMU WALL - SEE STRUCTURALFRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURBCONCRETE WALL - SEE STRUCTURALCONCRETE STRUCTURAL SLAB TRANSITIONSRETAIL PARKING SPACE3GUEST PARKING SPACE4EV READY SPACE (FUTURE)5EV CHARGING SPACE (INSTALLED)6CLEAN AIR VEHICLE PARKING SPACE742" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-318ACCESSIBLE PARKING SPACE - MAX 2% SLOPE9VEHICULAR HEADROOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOORB. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR103AD-3112AD-31DIAGONAL STRIPING, REFER TO DETAIL 6/AD-011112AD-01EXPANSION JOINT, REFER TO SHEET AD-3312STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITIONWALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OFCONCRETE SLAB ABOVE.13DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB14EVELECTRIC VEHICLE CHARGING STATIONSEE SCHEDULESSEE DOOR SCHEDULESALLAD-55ALLAD-56PROVIDE SIGNAGE & BRAILLE ADJACENT TO DOORS LEADING INTO PARKING GARAGEAS A MEANS OF PROVIDING DETECTABLE WARNINGS PER DETAIL15EXTENT OF EXTERIOR STUCCO FINISH1AD-31.11AD-31.11AD-31.15AD-31.12AD-31.13 & 4AD-31.15,6 & 9AD-0121AD-718 & 12AD-27ROOM NUMBER */ UNIT NUMBERROOM NAME / UNIT TYPEXX001A5-XXSHEET REFERENCE* ROOM NUMBERS BEGINNING WITH 'P'HAVE BEEN ASSIGNED BY ARCHITECTFOR PROJECT COMMUNICATION. THESEROOM NUMBERS ARE NOT PART OF THEADDRESSING SYSTEM.REFER TO SHEET A5-87 FOR ENLARGED RAMP PLANS A2 THROUGH A716REFER TO SHEET A5-88 FOR ENLARGED RAMP PLANS A8 THROUGH A1417REFER TO SHEET A5-89 FOR ENLARGED RAMP PLANS B1 THROUGH B5182-HR RATED ACCESS PANEL, 18" (W) X 24" (H)19A2-HR RATED ERRCS SHAFT WITH 90 MIN. ACCESS PANEL, 12" (W) X 12" (H)20STORM WATER DETENSION BASIN, SEE CIVIL DRAWINGS21AGATE AND FENCE2220AD-52.1SCALE:13/32"=1'-0"BUILDING A FOURTH LEVEL FLOOR PLAN NAAAAATYP. ATEXTERIORPOSTAAAAAAA06-21-23 FUTUREREFER RACK,A/C LINES ANDCONTROLLINES FORRESTAURANT(2) FUTUREGREASESHAFTSCORRVENTSHAFTELEV A1ELEV A2IDFRWCORRIDORVENTILATIONSHAFTIDFCORRIDORVENTILATIONSHAFTPOOL RESTROOMEXHAUST SHAFTSPFECLVELECLVELEC ELEC LV ELEC LVLVELECELECLV ELECLVLVELECLVELECLV ELEC LVELECLVELECLVELEC LVELECLVELECLVELEC3.23.4455.16788.8910BAC.1CDEFGHKG.9G.74.38.93185'-4"16'-4"31'-6"28'-6"31'-6"30'-0"31'-6"16'-0"1'-3"3'-1"12'-0"2'-9"1'-3"1'-6"2'-8"123'-4"13'-3"30'-0"13'-6"2'-0"13'-4"30'-2"12'-0"4'-4"3'-4"2'-4"4'-10"J2'-9"6.1C.6E.52'-0"4'-0"16'-3"10'-2"27'-3"1'-4"30'-2"28'-9"C.25"1"G.10TURN-AROUNDSPOTUP 5%164.64'164.64'165.13'165.13'165.13'165.13'165.13'164.64'164.64'165.13'164.88'164.64'159.06'159.06'159.06'159.06'160.63'160.63'160.63'160.63'159.06'159.06'160.63'160.63'160.23'158.59'167.70'167.70'164.39'UP 5%DOWN 5%FEC DOWN 1.6%ñññ ñññ ññññ ñ ñEVEVEVEVSTAIR A4STAIR A3LVELECUPDNDNLV ELECLVELECLV ELEC FECFECDNDOWN 4.5% FEC 165.12'164.64'164.64'DNUPSPUNIT 0.3CA501A5-03UNIT 4.1C-RA502A5-42UNIT 2.1CA503A5-21UNIT 2.1F-RA504A5-22UNIT 4.1HA506A5-43UNIT 4.1KA518A5-43UNIT 0.1B-RA505A5-01UNIT 1.2BA507A5-13UNIT 1.1D-RA508A5-12UNIT 2.4BA509A5-28UNIT 2.2EA510A5-24UNIT 1.2B-RA511A5-13UNIT 2.5BA517A5-29UNIT 1.2BA515A5-13UNIT 0.1DA516A5-01UNIT 2.6AA519A5-35UNIT 2.2C-RA520A5-24UNIT 1.1B-RA512A5-11UNIT 1.1CA513A5-11UNIT 2.1G-RA514A5-221'-0"18'-4"2"AIRSPACE53'-0"2"AIRSPACE37'-6"1'-0"10'-3"2"AIRSPACE16'-1 1/2"2"AIRSPACE25'-0"18'-4"53'-2"2" AIRSPACE 9'-6 1/4"2" AIRSPACE 35'-10"1'-4 3/4"36'-0"36'-0"2" AIRSPACE 53'-2"9" 110'-4 1/2"242'-6"34'-6"2"AIRSPACE37'-6"91'-9 1/2"37'-6"2"AIRSPACE33'-0"7'-10 1/2"4A5-744A5-764A5-723A5-9034'-6"2" AIRSPACE 11'-3"2" AIRSPACE 24'-6"6'-11"2"24'-11"2'-1"9'-9"2"AIRSPACE36'-0"2"AIRSPACE23'-10"6"23'-10"2"AIRSPACE7'-9 1/2"9'-9 1/2"2"22'-0 1/2"2"4'-9 1/2"8'-0"22'-2"0"4'-10"6'-6"25'-0"6'-7"25'-0"34'-2"2" AIRSPACE 23'-10"2" AIRSPACE 11'-5"6'-2"6'-5 1/2"2"25'-8"1'-4"7'-10"2"24'-0"1'-0"7'-3 1/2"1'-0"2"8'-0"6'-8 1/2"1'-5"9"1'-2 1/2"2"9'-10"91'-9 1/2"5"6'-8 1/2"1'-3"2"1 3/8"10'-7"5'-1"2"2'-3"2"5'-7"A501A502A503A504A505A506A507A508A509A510A511A512A513A518A515A516A517BBBB19'-5"5'-10"2'-0"1'-0"A5144AD-2618'-0" TYP.9'-0"3'-0"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"7'-9"18'-0"9'-0"3'-0"9'-0"9'-0"9'-0"1'-6"18'-0" 18'-0"2'-11"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"9'-0"11'-11"9'-0"9'-0"3'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"1'-6"18'-0" 1'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"6'-10"3'-0"1A2-212A2-201A2-202A2-211A2-222A2-223A2-22AA2-40BA2-40EA2-42DA2-41CA2-41FA2-42GA2-431A5-963A2-31HA2-4355A2-32A2-3222A2-30A2-3066A2-32A2-3244A2-31A2-3111A2-30A2-30MA2-45LA2-451A5-951114R-2, 1129 S.F.R-2, 1222 S.F.R-2, 1344 S.F.R-2, 1197 S.F.R-2, 439 S.F.R-2, 786 S.F.R-2, 1164 S.F.R-2, 775 S.F.R-2, 773 S.F.R-2, 786 S.F.R-2, 786 S.F.R-2, 1342 S.F.R-2, 441 S.F.R-2, 934 S.F.R-2, 1216 S.F.R-2, 775 S.F.R-2, 1166 S.F.R-2, 1164 S.F.R-2, 1356 S.F.R-2, 520 S.F.PARKINGS-2, 11185 S.F.(TYP. L2-L5)2-HR(TYP. L3-L5)IDFP504R-2, 14 S.F.IDFP511A5-90R-2, 22 S.F.ELECTRICALMETERSP519R-2, 37 S.F.CHUTEACCESS ROOMP518A5-94R-2, 154 S.F.IDFP520R-2, 31 S.F.RESTAURANTUTILITYP521R-2, 15 S.F.4AD-25ADOUBLE 2-HR FIRE WALLIN LIEU OF 3-HR FIREWALL PER NFPA 22148"23'-0"MIN. DRIVE AISLE WIDTH17RAMP A14CORRIDORR-2, 4280 S.F.R-29 S.F.37 S.F.R-2R-241S.F.5665204'-6"6'-2" 7"3'-4"6'-0"6'-0"3'-4"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA06-21-23ADDENDUM ABUILDING A FIFTHLEVEL FLOOR PLANA2-15BUILDING COMPOSITE PLAN NOTES6AD-311.THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS,ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TOTHE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION.2.UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THELEGAL ADDRESS.3.FOR GENERAL ACCESSIBILITY INFORMATION, SEE4.ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O.5.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O.6.PROVIDE PENETRATION FIRESTOP SYSTEMS PER7.THE FLAME-SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY8.WITH CBC 803.9.INTERIOR TRIMS SHALL COMPLY WITH CBC 806.10.PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING,PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE FIRE-RATEDACCESS PANELS WITH SELF CLOSING DEVICES.11.PROVIDE ACOUSTICAL ASSEMBLIES PER12.INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806.13.MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER14.VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2.15.SEE STRUCTURAL DRAWINGS FOR:A)SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHINGB)SPECIAL NAILING AND BLOCKING REQUIREMENTS15.PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIORBALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROMIRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNINGPERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BEVENTILATED. IN FIRE-RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLERPROTECTION SHALL BE EXTENDED TO THOSE AREAS.16.WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW ORIRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALLELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTEDAND APPROVED.17.PARKING GARAGE TYPE-IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE-RESISTIVE CONSTRUCTIONTHROUGHOUT.18.VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%)19.FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPEPROTECTION PER20.GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FORSUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC.21.THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FORSECURITY AND SAFETY.22.ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROMDRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS.23.SEE SHEETS A0-11 THRU A0-25 FOR ALL WALL FIRE RATINGS AND CORRESPONDING DETAILS24.SEE SHEETS A0-31 THRU A0-45 FOR EXITING ANALYSIS INCLUDING ROOM NAME, SQUARE FOOTAGE,OCCUPANT LOAD FACTOR, NUMBER OF OCCUPANTS AND OCCUPANCY TYPE25.CEILING FIXTURES THAT ARE RECESSED INTO FLOOR/CEILING ASSEMBLIES SHALL BE PROTECTED VIA LINEDJOIST BAY PER DETAIL 6/AD-21.26.PROVIDE CONTINUOUS DRYWALL BEHIND TUBS PER DETAIL 20/AD-22.27.CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINECABINETS PER DETAIL 4/AD-22.28.FOR TYPICAL CORRIDOR SECTION INCLUDING NOTES AND DETAILS, SEE29.INTERIOR FLOOR FINISHES SHALL SHOW COMPLIANCE WITH CBC SECTION 804.4AD-20ALLAD-02.1 ALLAD-01TOKEYNOTESMECHANICAL SHAFT - SEE MECHANICAL DRAWINGSLINE OF FLOOR ABOVEFIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF,SEMI-RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITHLOCAL FIRE AUTHORITY.BUILDING PLAN LEGENDDOOR SYMBOLFLOOR DRAIN - SEE PLMBXXWINDOW & STOREFRONT SYMBOL -A7-20-A7-404AD-22FECDOWNSPOUTDSFDDIRECTION OF SLOPE - 1/4" / FT U.N.O.ALLAD-2018AD-2212-A7-10-A7-30ACCESSIBLE PARKING SPACEALLAD-32ALLAD-41.1WATERPROOF TRAFFIC COATINGFRAMED WALL - 6" METAL STUDCONCRETE COLUMNMAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROMACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEARAFF IN ALL OTHER LOCATIONS OF GARAGE.FULL HEIGHT STEEL FENCING-X"DEPRESSIONSLOPE TO LEVELLEVEL TO SLOPEDEPRESSION TO SLOPE-X"16AD-3140" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVEFRAMED WALL - 3-5/8" METAL STUDAIRCRAFT CABLE VEHICULAR BARRIERSPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O.SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS-3" FSFS = FINISH SURFACETOC = TOP OF STRUCTURAL CONCRETE SLABTO CURB = TOP OF CURB-6" TOC19AD-31CONCRETE WHEEL STOPDETECTABLE WARNINGS, MIN 36" WIDECONCRETE TOPPING SLAB(PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.)COLUMN CAPCMU WALL - SEE STRUCTURALFRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURBCONCRETE WALL - SEE STRUCTURALCONCRETE STRUCTURAL SLAB TRANSITIONSRETAIL PARKING SPACE3GUEST PARKING SPACE4EV READY SPACE (FUTURE)5EV CHARGING SPACE (INSTALLED)6CLEAN AIR VEHICLE PARKING SPACE742" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-318ACCESSIBLE PARKING SPACE - MAX 2% SLOPE9VEHICULAR HEADROOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOORB. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR103AD-3112AD-31DIAGONAL STRIPING, REFER TO DETAIL 6/AD-011112AD-01EXPANSION JOINT, REFER TO SHEET AD-3312STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITIONWALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OFCONCRETE SLAB ABOVE.13DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB14EVELECTRIC VEHICLE CHARGING STATIONSEE SCHEDULESSEE DOOR SCHEDULESALLAD-55ALLAD-56PROVIDE SIGNAGE & BRAILLE ADJACENT TO DOORS LEADING INTO PARKING GARAGEAS A MEANS OF PROVIDING DETECTABLE WARNINGS PER DETAIL15EXTENT OF EXTERIOR STUCCO FINISH1AD-31.11AD-31.11AD-31.15AD-31.12AD-31.13 & 4AD-31.15,6 & 9AD-0121AD-718 & 12AD-27ROOM NUMBER */ UNIT NUMBERROOM NAME / UNIT TYPEXX001A5-XXSHEET REFERENCE* ROOM NUMBERS BEGINNING WITH 'P'HAVE BEEN ASSIGNED BY ARCHITECTFOR PROJECT COMMUNICATION. THESEROOM NUMBERS ARE NOT PART OF THEADDRESSING SYSTEM.REFER TO SHEET A5-87 FOR ENLARGED RAMP PLANS A2 THROUGH A716REFER TO SHEET A5-88 FOR ENLARGED RAMP PLANS A8 THROUGH A1417REFER TO SHEET A5-89 FOR ENLARGED RAMP PLANS B1 THROUGH B5182-HR RATED ACCESS PANEL, 18" (W) X 24" (H)19A2-HR RATED ERRCS SHAFT WITH 90 MIN. ACCESS PANEL, 12" (W) X 12" (H)20STORM WATER DETENSION BASIN, SEE CIVIL DRAWINGS21AGATE AND FENCE2220AD-52.1SCALE:13/32"=1'-0"BUILDING A FIFTH LEVEL FLOOR PLAN NAAAATYP. ATEXTERIORPOSTAAAAAAAA06-21-23 FUTUREREFER RACK,A/C LINES ANDCONTROLLINES FORRESTAURANT(2) FUTUREGREASESHAFTSCORRVENTSHAFTELEV A1ELEV A2IDFRWCORRIDORVENTILATIONSHAFTIDFPOOL RESTROOMEXHAUST SHAFTSPLVELECLVELEC ELEC LV ELEC LVLVELECELECLV ELECLVLVELECLVELECLV ELEC LVELECLVELECLVELEC LVELECLVELECLVELECSTAIR A4STAIR A3TURN-AROUNDSPOTUP 5%UP 5%DOWN 5%FEC DOWN 1.6%ñññ ñññ ññññ ñ ñEVEVEVEVUPDNFECFECFECSTORAGEDNUPSPUNIT 4.1HA602A5-43UNIT 4.1KA614A5-43UNIT 0.1B-RA601A5-01UNIT 1.2BA603A5-13UNIT 1.1D-RA604A5-12UNIT 2.4AA605A5-28UNIT 2.2DA606A5-24UNIT 1.2B-RA607A5-13UNIT 2.5BA613A5-29UNIT 1.2BA611A5-13UNIT 0.1DA612A5-01UNIT 2.6AA615A5-35UNIT 2.2B-RA616A5-24UNIT 1.1B-RA608A5-11UNIT 1.1EA609A5-12UNIT 2.1H-RA610A5-224A5-744A5-764A5-901'-0"18'-4"2"AIRSPACE53'-0"2"AIRSPACE37'-6" 18'-4"53'-0"2" AIRSPACE 9'-6 1/4"2" AIRSPACE 35'-10"1'-0 3/4" 110'-4 1/2"242'-6"34'-6"2"AIRSPACE37'-6"91'-9 1/2"37'-6"2"AIRSPACE33'-0"7'-10 1/2"34'-6"2" AIRSPACE 11'-3"2" AIRSPACE 24'-6"6'-11"2"24'-11"2'-1"9'-9"2"AIRSPACE36'-0"2"AIRSPACE23'-10"6"23'-10"2"AIRSPACE7'-9 1/2"9'-9 1/2"2"22'-0 1/2"2"4'-9 1/2"8'-0"22'-0"2"4'-10"6'-6"25'-0"6'-7"25'-0"34'-2"2" AIRSPACE 23'-10"2" AIRSPACE 11'-5"6'-2"6'-5 1/2"2"25'-8"1'-4" 1'-2 1/2"2"9'-10"91'-9 1/2"5"6'-8 1/2"1'-3"2"2"10'-7"5'-1"2"2'-3"2"5'-7"2" AIRSPACEA601A602A603A604 A605A606A607A608A609A610BB19'-5"113'-10"6"51'-11"4AD-2640'-3 1/2"1A2-212A2-201A2-202A2-211A2-222A2-223A2-22AA2-40BA2-40EA2-42DA2-41CA2-41FA2-42GA2-431A5-963A2-31HA2-4355A2-32A2-3222A2-30A2-3066A2-32A2-3244A2-31A2-3111A2-30A2-30MA2-45LA2-451A5-95R-2, 1222 S.F.R-2, 1129 S.F.R-2, 1344 S.F.R-2, 1197 S.F.R-2, 439 S.F.R-2, 786 S.F.R-2, 1164 S.F.R-2, 775S.F.R-2, 773 S.F.R-2, 786 S.F.R-2, 786 S.F.R-2, 1342 S.F.R-2, 441 S.F.R-2, 934 S.F.R-2, 1216 S.F.R-2, 775 S.F.IDFP611A5-90R-2, 22 S.F.CHUTEACCESS ROOMP618A5-94R-2, 154 S.F.IDFP620R-2, 31 S.F.RESTAURANTUTILITYP621R-2, 15 S.F.ACCESSORYP610A5-90R-2, 64 S.F.4AD-25ADOUBLE 2-HR FIRE WALLIN LIEU OF 3-HR FIREWALL PER NFPA 221CORRIDORR-2, 3115 S.F.R-29 S.F.37 S.F.R-2R-238S.F.20175.61FFSEE A2-18 FOR ALL ROOFINFORMATIONCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING A SIXTHLEVEL FLOOR PLANA2-16BUILDING COMPOSITE PLAN NOTES6AD-311.THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS,ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TOTHE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION.2.UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THELEGAL ADDRESS.3.FOR GENERAL ACCESSIBILITY INFORMATION, SEE4.ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O.5.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O.6.PROVIDE PENETRATION FIRESTOP SYSTEMS PER7.THE FLAME-SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY8.WITH CBC 803.9.INTERIOR TRIMS SHALL COMPLY WITH CBC 806.10.PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING,PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE FIRE-RATEDACCESS PANELS WITH SELF CLOSING DEVICES.11.PROVIDE ACOUSTICAL ASSEMBLIES PER12.INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806.13.MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER14.VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2.15.SEE STRUCTURAL DRAWINGS FOR:A)SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHINGB)SPECIAL NAILING AND BLOCKING REQUIREMENTS15.PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIORBALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROMIRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNINGPERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BEVENTILATED. IN FIRE-RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLERPROTECTION SHALL BE EXTENDED TO THOSE AREAS.16.WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW ORIRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALLELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTEDAND APPROVED.17.PARKING GARAGE TYPE-IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE-RESISTIVE CONSTRUCTIONTHROUGHOUT.18.VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%)19.FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPEPROTECTION PER20.GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FORSUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC.21.THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FORSECURITY AND SAFETY.22.ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROMDRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS.23.SEE SHEETS A0-11 THRU A0-25 FOR ALL WALL FIRE RATINGS AND CORRESPONDING DETAILS24.SEE SHEETS A0-31 THRU A0-45 FOR EXITING ANALYSIS INCLUDING ROOM NAME, SQUARE FOOTAGE,OCCUPANT LOAD FACTOR, NUMBER OF OCCUPANTS AND OCCUPANCY TYPE25.CEILING FIXTURES THAT ARE RECESSED INTO FLOOR/CEILING ASSEMBLIES SHALL BE PROTECTED VIA LINEDJOIST BAY PER DETAIL 6/AD-21.26.PROVIDE CONTINUOUS DRYWALL BEHIND TUBS PER DETAIL 20/AD-22.27.CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINECABINETS PER DETAIL 4/AD-22.28.FOR TYPICAL CORRIDOR SECTION INCLUDING NOTES AND DETAILS, SEE29.INTERIOR FLOOR FINISHES SHALL SHOW COMPLIANCE WITH CBC SECTION 804.4AD-20ALLAD-02.1 ALLAD-01TOKEYNOTESMECHANICAL SHAFT - SEE MECHANICAL DRAWINGSLINE OF FLOOR ABOVEFIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF,SEMI-RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITHLOCAL FIRE AUTHORITY.BUILDING PLAN LEGENDDOOR SYMBOLFLOOR DRAIN - SEE PLMBXXWINDOW & STOREFRONT SYMBOL -A7-20-A7-404AD-22FECDOWNSPOUTDSFDDIRECTION OF SLOPE - 1/4" / FT U.N.O.ALLAD-2018AD-2212-A7-10-A7-30ACCESSIBLE PARKING SPACEALLAD-32ALLAD-41.1WATERPROOF TRAFFIC COATINGFRAMED WALL - 6" METAL STUDCONCRETE COLUMNMAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROMACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEARAFF IN ALL OTHER LOCATIONS OF GARAGE.FULL HEIGHT STEEL FENCING-X"DEPRESSIONSLOPE TO LEVELLEVEL TO SLOPEDEPRESSION TO SLOPE-X"16AD-3140" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVEFRAMED WALL - 3-5/8" METAL STUDAIRCRAFT CABLE VEHICULAR BARRIERSPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O.SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS-3" FSFS = FINISH SURFACETOC = TOP OF STRUCTURAL CONCRETE SLABTO CURB = TOP OF CURB-6" TOC19AD-31CONCRETE WHEEL STOPDETECTABLE WARNINGS, MIN 36" WIDECONCRETE TOPPING SLAB(PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.)COLUMN CAPCMU WALL - SEE STRUCTURALFRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURBCONCRETE WALL - SEE STRUCTURALCONCRETE STRUCTURAL SLAB TRANSITIONSRETAIL PARKING SPACE3GUEST PARKING SPACE4EV READY SPACE (FUTURE)5EV CHARGING SPACE (INSTALLED)6CLEAN AIR VEHICLE PARKING SPACE742" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-318ACCESSIBLE PARKING SPACE - MAX 2% SLOPE9VEHICULAR HEADROOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOORB. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR103AD-3112AD-31DIAGONAL STRIPING, REFER TO DETAIL 6/AD-011112AD-01EXPANSION JOINT, REFER TO SHEET AD-3312STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITIONWALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OFCONCRETE SLAB ABOVE.13DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB14EVELECTRIC VEHICLE CHARGING STATIONSEE SCHEDULESSEE DOOR SCHEDULESALLAD-55ALLAD-56PROVIDE SIGNAGE & BRAILLE ADJACENT TO DOORS LEADING INTO PARKING GARAGEAS A MEANS OF PROVIDING DETECTABLE WARNINGS PER DETAIL15EXTENT OF EXTERIOR STUCCO FINISH1AD-31.11AD-31.11AD-31.15AD-31.12AD-31.13 & 4AD-31.15,6 & 9AD-0121AD-718 & 12AD-27ROOM NUMBER */ UNIT NUMBERROOM NAME / UNIT TYPEXX001A5-XXSHEET REFERENCE* ROOM NUMBERS BEGINNING WITH 'P'HAVE BEEN ASSIGNED BY ARCHITECTFOR PROJECT COMMUNICATION. THESEROOM NUMBERS ARE NOT PART OF THEADDRESSING SYSTEM.REFER TO SHEET A5-87 FOR ENLARGED RAMP PLANS A2 THROUGH A716REFER TO SHEET A5-88 FOR ENLARGED RAMP PLANS A8 THROUGH A1417REFER TO SHEET A5-89 FOR ENLARGED RAMP PLANS B1 THROUGH B5182-HR RATED ACCESS PANEL, 18" (W) X 24" (H)19A2-HR RATED ERRCS SHAFT WITH 90 MIN. ACCESS PANEL, 12" (W) X 12" (H)20STORM WATER DETENSION BASIN, SEE CIVIL DRAWINGS21AGATE AND FENCE2220AD-52.1SCALE:13/32"=1'-0"BUILDING A SIXTH LEVEL FLOOR PLAN NATYP. ATEXTERIORPOSTAAAAA06-21-23 FUTUREREFER RACK,A/C LINES ANDCONTROLLINES FORRESTAURANT(2) FUTUREGREASESHAFTSCORRVENTSHAFTELEV A1ELEV A2IDFRWCORRIDORVENTILATIONSHAFTIDFPOOL RESTROOMEXHAUST SHAFTSPLVELECELEC LVELECLVELECLVLVELECLVELECLVELECLVELECLVELECLVELECSTAIR A4STAIR A3LVELECLVELECLV ELECDN DNELEVATOREQUIPMENTLVELEC FECFECFECUP 4.83%UP 4.83%SPUNIT 4.1HA702A7-43UNIT 4.1EA713A7-43UNIT 0.1B-RA701A7-01UNIT 1.2BA703A7-13UNIT 1.1D-RA704A7-12UNIT 2.4BA705A7-28UNIT 2.2EA706A7-24UNIT 1.2B-RA707A7-13UNIT 2.5BA712A7-29UNIT 1.2BA711A7-13UNIT 2.2F-RA714A7-24UNIT 1.1B-RA708A7-11UNIT 1.1EA709A7-12UNIT 2.1H-RA710A7-22TURN-AROUNDSPOTUP 5%UP 5%DOWN 5%FEC DOWN 1.6%ñññ ñññ ññññ ñ ñEVEVEVEV5A5-743A5-763A5-901'-0"18'-4"2"AIRSPACE53'-0"37'-8" 18'-4"53'-2"2" AIRSPACE 9'-6 1/4"2" AIRSPACE 35'-10"1'-0 3/4" 110'-4 1/2"242'-6"34'-6"37'-8"91'-9 1/2"37'-6"2"AIRSPACE33'-0"7'-10 1/2"34'-6"2" AIRSPACE 11'-3"2" AIRSPACE 24'-6"6'-11"2"24'-11"2'-1"9'-9"2"AIRSPACE36'-0"2"AIRSPACE23'-10"6"23'-10"2"AIRSPACE7'-9 1/2"9'-9 1/2"2"22'-0 1/2"2"4'-9 1/2"8'-0"22'-0"2"4'-10"6'-6"25'-0"6'-7"25'-0"34'-2"2" AIRSPACE 23'-10"2" AIRSPACE 11'-5"6'-2"6'-5 1/2"2"25'-8"1'-4"8'-0"23'-1"5 1/2"7'-10"1'-0"1'-2 1/2"2"9'-10"91'-9 1/2"5"6'-8 1/2"1'-3"2"2"10'-7"5'-3"2'-5"5'-7"ROOF DECKA5-64A701A702A703A704A705A706A707A708A709A710A711A712BB19'-5"113'-10"51'-11"6"4AD-2640'-3 1/2"1A2-212A2-201A2-202A2-211A2-222A2-223A2-22AA2-40BA2-40EA2-42DA2-41CA2-41FA2-42GA2-431A5-963A2-31HA2-4355A2-32A2-3222A2-30A2-3066A2-32A2-3244A2-31A2-3111A2-30A2-30MA2-45LA2-451A5-95B, 963 S.F.R-2, 1222 S.F.R-2, 1344 S.F.R-2, 1197 S.F.R-2, 786 S.F.R-2, 1164 S.F.R-2, 775 S.F.R-2, 773 S.F.R-2, 786 S.F.R-2, 786 S.F.R-2, 441 S.F.R-2, 1342 S.F.R-2, 775 S.F.R-2, 934 S.F.R-2, 1216 S.F.1A5-64IDFP711A5-90R-2, 22 S.F.CHUTEACCESS ROOMP718A5-94R-2, 154 S.F.IDFP720R-2, 31 S.F.RESTAURANTUTILITYP721R-2, 15 S.F.ACCESSORYP710A5-90R-2, 66 S.F.4AD-25ADOUBLE 2-HR FIRE WALLIN LIEU OF 3-HR FIREWALL PER NFPA 221ROOF RESTROOMP722A5-64R-2, 89 S.F.CORRIDORR-2, 3133 S.F.5 1/2"6'-1 1/2"5 1/2"R-29 S.F.37 S.F.R-2R-238S.F.6'-0"13'-0"6'-0"9'-0"4'-7"2'-0"20186.58FFSEE A2-18 FOR ALL ROOFINFORMATIONCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING A SEVENTHLEVEL FLOOR PLANA2-17BUILDING COMPOSITE PLAN NOTES6AD-311.THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS,ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TOTHE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION.2.UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THELEGAL ADDRESS.3.FOR GENERAL ACCESSIBILITY INFORMATION, SEE4.ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O.5.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O.6.PROVIDE PENETRATION FIRESTOP SYSTEMS PER7.THE FLAME-SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY8.WITH CBC 803.9.INTERIOR TRIMS SHALL COMPLY WITH CBC 806.10.PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING,PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE FIRE-RATEDACCESS PANELS WITH SELF CLOSING DEVICES.11.PROVIDE ACOUSTICAL ASSEMBLIES PER12.INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806.13.MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER14.VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2.15.SEE STRUCTURAL DRAWINGS FOR:A)SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHINGB)SPECIAL NAILING AND BLOCKING REQUIREMENTS15.PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIORBALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROMIRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNINGPERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BEVENTILATED. IN FIRE-RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLERPROTECTION SHALL BE EXTENDED TO THOSE AREAS.16.WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW ORIRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALLELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTEDAND APPROVED.17.PARKING GARAGE TYPE-IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE-RESISTIVE CONSTRUCTIONTHROUGHOUT.18.VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%)19.FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPEPROTECTION PER20.GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FORSUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC.21.THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FORSECURITY AND SAFETY.22.ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROMDRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS.23.SEE SHEETS A0-11 THRU A0-25 FOR ALL WALL FIRE RATINGS AND CORRESPONDING DETAILS24.SEE SHEETS A0-31 THRU A0-45 FOR EXITING ANALYSIS INCLUDING ROOM NAME, SQUARE FOOTAGE,OCCUPANT LOAD FACTOR, NUMBER OF OCCUPANTS AND OCCUPANCY TYPE25.CEILING FIXTURES THAT ARE RECESSED INTO FLOOR/CEILING ASSEMBLIES SHALL BE PROTECTED VIA LINEDJOIST BAY PER DETAIL 6/AD-21.26.PROVIDE CONTINUOUS DRYWALL BEHIND TUBS PER DETAIL 20/AD-22.27.CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINECABINETS PER DETAIL 4/AD-22.28.FOR TYPICAL CORRIDOR SECTION INCLUDING NOTES AND DETAILS, SEE29.INTERIOR FLOOR FINISHES SHALL SHOW COMPLIANCE WITH CBC SECTION 804.4AD-20ALLAD-02.1 ALLAD-01TOKEYNOTESMECHANICAL SHAFT - SEE MECHANICAL DRAWINGSLINE OF FLOOR ABOVEFIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF,SEMI-RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITHLOCAL FIRE AUTHORITY.BUILDING PLAN LEGENDDOOR SYMBOLFLOOR DRAIN - SEE PLMBXXWINDOW & STOREFRONT SYMBOL -A7-20-A7-404AD-22FECDOWNSPOUTDSFDDIRECTION OF SLOPE - 1/4" / FT U.N.O.ALLAD-2018AD-2212-A7-10-A7-30ACCESSIBLE PARKING SPACEALLAD-32ALLAD-41.1WATERPROOF TRAFFIC COATINGFRAMED WALL - 6" METAL STUDCONCRETE COLUMNMAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROMACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEARAFF IN ALL OTHER LOCATIONS OF GARAGE.FULL HEIGHT STEEL FENCING-X"DEPRESSIONSLOPE TO LEVELLEVEL TO SLOPEDEPRESSION TO SLOPE-X"16AD-3140" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVEFRAMED WALL - 3-5/8" METAL STUDAIRCRAFT CABLE VEHICULAR BARRIERSPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O.SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS-3" FSFS = FINISH SURFACETOC = TOP OF STRUCTURAL CONCRETE SLABTO CURB = TOP OF CURB-6" TOC19AD-31CONCRETE WHEEL STOPDETECTABLE WARNINGS, MIN 36" WIDECONCRETE TOPPING SLAB(PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.)COLUMN CAPCMU WALL - SEE STRUCTURALFRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURBCONCRETE WALL - SEE STRUCTURALCONCRETE STRUCTURAL SLAB TRANSITIONSRETAIL PARKING SPACE3GUEST PARKING SPACE4EV READY SPACE (FUTURE)5EV CHARGING SPACE (INSTALLED)6CLEAN AIR VEHICLE PARKING SPACE742" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-318ACCESSIBLE PARKING SPACE - MAX 2% SLOPE9VEHICULAR HEADROOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOORB. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR103AD-3112AD-31DIAGONAL STRIPING, REFER TO DETAIL 6/AD-011112AD-01EXPANSION JOINT, REFER TO SHEET AD-3312STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITIONWALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OFCONCRETE SLAB ABOVE.13DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB14EVELECTRIC VEHICLE CHARGING STATIONSEE SCHEDULESSEE DOOR SCHEDULESALLAD-55ALLAD-56PROVIDE SIGNAGE & BRAILLE ADJACENT TO DOORS LEADING INTO PARKING GARAGEAS A MEANS OF PROVIDING DETECTABLE WARNINGS PER DETAIL15EXTENT OF EXTERIOR STUCCO FINISH1AD-31.11AD-31.11AD-31.15AD-31.12AD-31.13 & 4AD-31.15,6 & 9AD-0121AD-718 & 12AD-27ROOM NUMBER */ UNIT NUMBERROOM NAME / UNIT TYPEXX001A5-XXSHEET REFERENCE* ROOM NUMBERS BEGINNING WITH 'P'HAVE BEEN ASSIGNED BY ARCHITECTFOR PROJECT COMMUNICATION. THESEROOM NUMBERS ARE NOT PART OF THEADDRESSING SYSTEM.REFER TO SHEET A5-87 FOR ENLARGED RAMP PLANS A2 THROUGH A716REFER TO SHEET A5-88 FOR ENLARGED RAMP PLANS A8 THROUGH A1417REFER TO SHEET A5-89 FOR ENLARGED RAMP PLANS B1 THROUGH B5182-HR RATED ACCESS PANEL, 18" (W) X 24" (H)19A2-HR RATED ERRCS SHAFT WITH 90 MIN. ACCESS PANEL, 12" (W) X 12" (H)20STORM WATER DETENSION BASIN, SEE CIVIL DRAWINGS21AGATE AND FENCE2220AD-52.1SCALE:13/32"=1'-0"BUILDING A SEVENTH LEVEL FLOOR PLAN NATYP. ATEXTERIORPOSTAAAAA06-21-23 FECLVELECDNLV ELECLVELECLV ELEC DNDOWN 4.5%165.12'164.64'RWSPLVELECELEC LVELECLVELECLVLVELECLVELECLVELECLVELECLVELECLVELECSTAIR A4STAIR A3LVELECLVELECLV ELECDN DNELEVATOREQUIPMENTLVELECUP 4.83%UP 4.83%SPTURN-AROUNDSPOTUP 5%UP 5%DOWN 5%FEC DOWN 1.6%ñññ ñññ ññññ ñ ñEVEVEVEVFECLVELECDNLV ELECLVELECLV ELEC DNDOWN 4.5%165.12'164.64'12241212AREA 1AREA 2AREA 3AREA 4AREA 5AREA 6AREA 7ROOF AREA #1 :REQUIRED VENTILATION 451 S.F. / 150 = 3.01 S.F. X 144 S.I. = 434 S.I.PROVIDED VENTILATION GRAVITY = 1 VENT X 520 S.I. = 520 S.I.ROOF AREA #2 :REQUIRED VENTILATION 8,236 S.F. / 150 = 54.91 S.F. X 144 S.I. = 7,907 S.I.PROVIDED VENTILATION GRAVITY = 16 VENTS X 520 S.I. = 8,320 S.I.ROOF AREA #3 :REQUIRED VENTILATION 351 S.F. / 150 = 2.34 S.F. X 144 S.I. = 337 S.I.PROVIDED VENTILATION GRAVITY = 1 VENT X 520 S.I. = 520 S.I.ROOF AREA #4 :REQUIRED VENTILATION 188 S.F. / 150 = 1.26 S.F. X 144 S.I. = 182 S.I.PROVIDED VENTILATION GRAVITY = 1 VENT X 520 S.I. = 520 S.I.ROOF AREA #5 :REQUIRED VENT ILATION 8 ,552 S.F . / 150 = 57.02 S.F. X 144 S. I. = 8 ,211 S .I .PROVIDED VENTILATION GRAV ITY = 16 VENTS X 520 S . I. = 8 ,320 S .I .ROOF AREA #6 :REQUIRED VENTILATION 4,885 S.F. / 150 = 33.57 S.F. X 144 S.I. = 4,835 S.I.PROVIDED VENTILATION GRAVITY VENT = 10 VENTS X 520 S.I. = 5,200 S.I.ROOF AREA #7 :REQUIRED VENTILATION 342 S.F. / 150 = 2.28 S.F. X 144 S.I. = 329 S.I.PROVIDED VENTILATION GRAVITY = 1 VENT X 520 S.I. = 520 S.I.5'-4"7'-6"7'-6"7'-6"5'-4"5'-4"7'-4"5'-8"5'-8"5'-8"9'-6"5'-8"5'-8"5'-8"4'-8"4'-8"5'-8"5'-8"5'-8"5'-4"5'-4"5'-8"5'-8"2AD-61.08AD-61.014,22AD-61.024AD-61.015AD-61.03AD-61.12AD-61.113AD-61.110,18AD-61.112AD-61.14AD-25A11AD-251A2-212A2-201A2-202A2-211A2-222A2-223A2-22AA2-40BA2-40EA2-42DA2-41CA2-41FA2-42GA2-431A5-963A2-31HA2-4355A2-32A2-3222A2-30A2-3066A2-32A2-3244A2-31A2-3111A2-30A2-30MA2-45LA2-451A5-9513456577710'-7"11'-7"24'-7"13'-9"14'-11"7'-5"7'-5"23'-4"12'-10"32'-11"67'-9"7'-10"47'-1"5'-0"20'-8"12'-10" 13'-0"7'-0"7'-6"10'-9"7'-5"7'-5"27'-4"9'-11"12'-9"23'-9"49'-8"15'-7"18'-4"9'-5"30'-3"10'-5"24'-7"43'-3"12'-5"31'-5"12'-2"11'-9"6AD-61.0SOLAR READY AREA 810 S.F.SOLAR READY AREA 634 S.F.SOLAR READYAREA 1119 S.F.SOLAR READYAREA 315 S.F.SOLAR READY AREA 680 S.F.10'-0" 10'-0" 10'-0"DOUBLE 2-HR FIRE WALLIN LIEU OF 3-HR FIREWALL PER NFPA 221SOLAR READY AREA 75 S.F.6'-0"12'-5"1'-6"1'-6"1'-6"1'-6"1'-6"TYP.36"X96"36"X96"36"X96"4TYP.1RIDGE RIDGEVALLEY VALLEYVALL E Y VA L L E YRIDGEVALL E Y VA L L E Y V A L L E Y VALL E Y VALL E Y VA L L E Y RIDGEVA L L E Y VALL E Y RIDGERIDGERIDGERIDGEVA L L E Y VALL E Y VA L L E Y VALL E Y VA L L E Y VA L L E Y VALL E Y VA L L E Y VA L L E Y VALLEY VALLEY VALLEY VALLEY VALLEYVA L L E Y VA L L E Y VA L L E YVALLEYVALLEYR I DG E VALLEYVALLEYVALLEYVALLEYVALLEYRIDGERIDGERIDGEVALLEY VALLEYVALLEYVALLEYVALLEYRIDGEVALLEYVALLEYVALLEYVALLEYVALLEYVALLEY VA L L E Y4'-0"7'-0"1'-6"1'-6"4'-0"4'-0"1'-1"4'-0"4'-0"4'-0"4'-0"3'-6"4'-6"4'-0"4'-0" 4'-0" 4'-0"2'-6"1'-6"1'-6"12'-2"4'-0"8'-0"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING A ROOFPLANA2-18MECHANICAL SHAFT - SEE MECHANICALROOFTOP GAS BOILER LOCATION ON EQUIPMENT PLATFORM - SEE PLUMBINGROOF HATCH WITH ALTERNATING TREAD DEVICE FROM STAIR SHAFTTRASH CHUTE VENTEQUIPMENT PLATFORMCANOPY BELOWLINE OF BLDG BELOWROOF PLAN NOTESKEYNOTESVENTED ATTIC DESIGN1.TYPICAL ROOFING DETAILS ARE INTENDED TO SHOW GENERAL DESIGN INTENTAND SHOULD BE VERIFIED AGAINST MANUFACTURER'S RECOMMENDATIONS& REQUIREMENTS FOR EACH CONDITION. SEE SHEETS2.ROOF INSULATION SHALL BE R-30. REFER TO ENERGY REPORT FOR ADDITIONALINFORMATION.3.PER CBC SECTION 718.4. EXCEPTION , DRAFTSTOPPING IS NOT REQUIRED IN BUILDINGSEQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITHNFPA 13.4.ATTIC ACCESS NOT REQUIRED WHERE VERTICAL HEIGHT IN ATTIC IS LESS THAN 30".5.VERIFY SIZE AND LOCATION OF ALL ROOF PENETRATIONS AND EQUIPMENT WITHSTRUCTURAL, MECHANICAL AND PLUMBING DWGS.6.AS REQUIRED BY CBC SEC. 1015.6 : 42" MIN. GUARDS SHALL BE PROVIDED WHEREAPPLIANCES, EQUIPMENT, FANS, ROOF HATCHES OR OTHER COMPONENTS THAT REQUIRESERVICE ARE LOCATED WITHIN 10 FEET OF A ROOF EDGE OR OPEN EDGE OR OPEN SIDE OFA WALKING SURFACE AND SUCH EDGE OR OPEN SIDE IS LOCATED MORE THAN 30 INCHESABOVE THE FLOOR, ROOF OR GRADE BELOW. THE GUARD SHALL BE CONSTRUCTED SO ASTO PREVENT THE PASSAGE OF A SPHERE 21 INCHES IN DIAMETER.7.ROOFING TO BE CLASS 'A' ROOFING.8.ROOF TRUSS DEPTH ASSUMED TO BE 24" MIN. VERIFY WITH TRUSS DESIGNER.9.PENETRATIONS SHALL BE 18" MIN. FROM VALLEYS, HIPS, RIDGES OR PARAPETS UNLESSAPPROVED BY ROOFING MANUFACTURER.10.PARAPETS AND TALL ROOF WALLS MAY REQUIRE BRACING- REFER TO STRL DRAWINGSAND COORDINATE WITH TRUSS DESIGNER.11.SEE EXTERIOR BUILDING MAINTENANCE PLANS FOR ADDITIONAL INFORMATION.12.TPO ROOFING AT LOW-SLOPE ROOF AREAS SHALL COMPLY WITH UL ER 1306-01 AND CRRC#0676-0001. ROOFING TILES AT PITCHED ROOFS SHALL COMPLY WITH IAPMO ESR-1900 ANDCRRC #0918-0039. ROOFING TILES SHALL WEIGH NO MORE THAN 10 POUNDS PER SQUAREFOOT, INSTALLED.-AD-61.2DESCRIPTIONROOF ASSEMBLIESFIRE RATINGDETAIL REFERENCE(S)ROOF CONSTRUCTION & ASSOCIATED SECONDARY MEMBERSINTERIOR ROOF CEILING (JOISTS)EXTERIOR ROOF/CEILING (JOISTS)1 HR1 HR8/AD-21, 9/AD-219/AD-21-AD-61.0TOSLOPE ROOF 1/2" PER FOOT MINROOF PRIMARY AND OVERFLOW DRAINBUILT-UP CRICKET 1/4" PER FOOT MINFIRE WALL - EXTENDS TO UNDERSIDE OF ROOF SHEATHING, TYP U.N.O.HATCHED AREA INDICATES NO ROOF PENETRATIONS ALLOWED WITHIN4'-0", UN.O. IN PLAN, OF THE FIRE WALLROOF MEMBRANE WALKING PAD. 30" WIDE. SECURE TO ROOFING PERMANUFACTURER'S RECOMMENDATIONS.SOLAR-READY NOTESA/C CONDENSER ON UNISTRUT RACK SYSTEM - SEE MECHANICALEXTERIOR BUILDING MAINTENANCE EQUIPMENT AND ANCHORS - REFER TOSTRL & EXTERIOR BUILDING MAINTENANCE DRAWINGS. COORDINATE WITHTRUSS DESIGNROOF HATCH WITH SAFETY RAILING SYSTEM(SIZE AS INDICATED ON PLAN)HIGH AND/OR LOW VENTS (FLAT ROOF): 24"X24" R.O. GRAVITY VENT BY FLASHCO ORAPPROVED EQUAL WITH 520 S.I. NET FREE VENTILATION AREA PER VENT.ATTIC ACCESS PANEL / VENT: WALL VENT WITH ATTIC ACCESS PANEL22"x30" WATERTIGHT SCREENED LOUVER, 396 SQ IN FREE VENT AREAHIGH AND/OR LOW VENTS (SLOPED ROOF): LOW PROFILE O'HAGIN STANDARD LINE,CHARCOAL COLOR OR APPROVED EQUAL WITH 72 S.I. NET FREE VENTILATION AREAPER VENT.DOWNSPOUT - REFER TO CIVIL DWGS FOR TERMINATIONS AND/OR TIE-IN TOSTORM DRAIN SYSTEM. PROVIDE SPLASH BLOCK AT TERMINATIONS TO GRADEOR LOW ROOFS. SEE ELEVATIONS FOR ADDITIONAL INFORMATION.ROOF PLAN LEGENDATTIC VENTILATION CALCS10,18AD-61.11.THE SOLAR ZONE SHALL COMPLY WITH ACCESS, PATHWAY, SMOKE VENTILATION, AND SPACINGREQUIREMENTS AS SPECIFIED IN TITLE 24, PART 9 OR OTHER PARTS OF TITLE 24 OR IN ANYREQUIREMENTS ADOPTED BY A LOCAL JURISDICTION.2.NO OBSTRUCTIONS, INCLUDING BUT NOT LIMITED TO VENTS, CHIMNEYS, ARCHITECTURALFEATURES, AND ROOF MOUNTED EQUIPMENT, SHALL BE LOCATED IN THE SOLAR ZONE.3.SOLAR ZONE MUST BE LOCATED NO CLOSER THAN TWICE THE DISTANCE, MEASURED IN THEHORIZONTAL PLANE, OF THE HEIGHT DIFFERENCE BETWEEN THE HIGHEST POINT OF THEOBSTRUCTION AND THE HORIZONTAL PROJECTION OF THE NEAREST POINT OF THE SOLAR ZONE,MEASURED IN THE VERTICAL PLANE.4.PROVIDE 2" CONDUIT BETWEEN SOLAR-READY ZONE AND ELECTRICAL ROOM(S).15AD-61.012AD-61.1ALL VENTILATION CALCULATIONS ARE BASED ON:11AD-2518AD-61.11234567XXPARAPET HEIGHT, AS MEASURED FROM TOP PLATE2AD-61.18AD-61.0SOLAR READY AREA, REFER TO NOTES AND CALCULATIONS ABOVESEE DETAIL 16/AD-61.1 FOR MORE INFORMATION ABOUT HOW THE ATTIC IS VENTED.4AD-61.2SLOPE TILE ROOF 4" PER FOOT3AD-61.1AA8AD-61SCUPPER TO DOWNSPOUTA22AD-61AASCALE:13/32"=1'-0"BUILDING A ROOF LEVEL PLAN BUILDING A SOLAR READY AREA :TOTAL ROOF AREA: 23,068 SFREQUIRED SOLAR READY AREA (15% OF ROOF AREA): 3,461 SFPROVIDED SOLAR READY AREA: 3,633 SFAAAAA06-21-23 LV ELEC SPSP3CLG. 9'-6"CLG. 9'-6"CLG. 9'-6"CLG. 9'-0"CLG. 9'-6"CLG. 9'-6"CLG. 9'-6"CLG. 8'-8"CLG. 8'-0"CLG. 8'-6"CLG. 8'-6"CLG. 8'-9"CLG. 8'-9"CLG. 9'-0"CLG. 9'-0"1TYP.1TYP.1TYP.1TYP.1A5-567'-7"7'-0"6'-8 1/2"6'-8 1/2"4'-6" EQEQEQEQEQEQEQ6'-2 5/8"7'-0"7'-4 3/8"1'-9"2'-11 7/8"3'-1 3/8"EQEQEQ2'-6"6'-5 1/2"8'-1 1/2"EQEQEQEQEQEQEQ2'-9 1/2"3'-9 1/2"EQEQEQEQEQEQEQEQ7'-0 1/8"EQEQEQEQEQEQEQEQEQ2'-11 7/8"8'-2 3/8"EQEQEQEQEQ3'-0"7'-0"EQEQ2'-5 3/4"9'-1"2'-10 1/2"EQEQEQEQ23'-8"22'-7 3/4"22'-7 3/4"22'-7 3/4" 25'-0"25'-0"12'-4" 14'-8"17'-1"EQ 10 3/4" 1'-6"7'-6 3/4"7'-6 3/4"4'-4 1/8" 5'-0 1/8"5'-0"4'-4 3/8"3'-11 3/8"CEILINGCEILING CEILINGCEILING 1'-5 7/8"17'-1 1/4"5'-5"5'-5"4'-6 1/4"6'-3 1/2"5'-1"2'-1"3'-11 3/4"EQEQ4'-3"4'-3"15'-8" 2'-3 3/4" 1'-5 3/4" CEILING 10'-0"15'-7"15'-7"15'-7" 2'-0 1/2" CEILING EQEQ3'-4"3'-6" EQEQ5'-0"3'-0"EQEQ3'-6 7/8"7'-0"7'-0"9'-10 5/8"3'-7 3/8" 10'-1"16'-4 1/2"5 3/4"3'-0 1/2"9'-2 1/2"10'-3"10'-3"6'-6" 7'-4 1/2"6'-9"1'-0"2'-4"2'-3 1/4"4'-1 1/8"2'-1"1'-9 5/8"1'-4 1/4" 2'-7 1/8"2'-7 1/2"5'-5 3/4" CEILING 4'-1 1/2"3'-5"4'-7"13'-0"BUILDING A FIRSTLEVEL RCPA2-19.1SCALE:13/32"=1'-0"BUILDING A FIRST LEVEL RCPCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ADECORATIVE FIXTURE20" X 30" ACCESS PANEL UNLESS SIZE AS INDICATED12RCP KEYNOTESRCP GENERAL NOTES7.5.4.1.2.3.REFER TO MECH. DWGS. FOR INFO ON SUPPLY & RETURN AIR VENTS, EXHAUSTFANS & MECH. EQUIP. GENERALLY, MECH. GRILLES SHALL BE ALIGNED W/CENETR OF LIGHT FIXTURES AND/OR EQUALLY SPACED BETWEEN FIXTURES.PAINT MECHANICAL GRILLES AND LIGHT TRIM RINGS AND EDGES TO MATCHADJACENT WALL/CEILING FINISH COLOR. DO NOT PAINT BRIGHT TRIM RINGS.SEE ELECT. DWGS. FOR SPECIFIC INFO. ON LIGHT FIXTURESCLG HTS INDICATED ARE MEASURED FROM F.F. OF PRIMARY FLR.(NOT FROM ADJ. SLOPES OR DEPRESSIONS) TO NOMINAL BOT. OFCLG FRM'G. REFER TO FLOOR PLANS FOR F.F. ELEVS.RECESSED CAN LIGHT FIXTURES SHALL BE LOCATED AS FOLLOWS (IFNOT SPECIFICALLY DIMENSIONED ON PLAN):IN GYPSUM BOARD CEILINGS:a. CENTERED IN THE AREAS IN WHICH THEY OCCURb. INSTALLED CENTERED IN LINE WITH EACH OTHERIN ACOUSTIC TILE CEILINGS:a. CENTERED IN ACOUSTIC TILEFIRE SPRINKLER HEADS TO BE SEMI-RECESSED TYPE AND SHALL BEINSTALLED AS FOLLOWS:IN GYPSUM BOARD CEILINGS:a. IN LINE WITH CENTER LINE OF LIGHT FIXTURESb. EQUALLY SPACED BETWEEN LIGHT FIXTURESIN ACOUSTIC TILE CEILINGS:a. CENTERED IN ACOUSTIC TILEFOR SOFFIT CONSTRUCTION SEE8.10.9.SUSPENDED CEILINGS SHALL COMPLY WITH CBCTABLES 25-A AND 16-O. SEEROUTE CONDUIT IN ATTIC SPACE IN A NEAT & ORDERLY MANNER,TIGHT TO UNDERSIDE OF SHTG.GYP. BD. CLGS SHALL BE PROVIDED W/ A PAINTED FINISH UNLESSANOTHER FINISH IS APPLIED THERETO. PROVIDE LIGHT SMOOTHTEXTURE W/ EGGSHELL PAINT. FOR WET AREAS PROVIDE SMOOTHFINISH W/ SEMI-GLOSS PAINT.11.ATTIC SPACES IN DROPPED CLGS. & FLR. ASSEMBLIES CONTAINNUMEROUS PIPES, DUCTS & THE LIKE W/ LIMITED CLEARDIMENSIONS. THE GENERAL CONTRACTOR SHALL CAREFULLYCOORDINATE THE LAYOUT OF UTILITIES, DUCTS & PIPES TO AVOIDCONGESTION & MAINTAIN CLG HTS. & CONFIGS.12.CRITERIA FOR ACOUSTIC TILE LAYOUT: THE GRID FOR ACOUSTIC TILESHOULD BE ESTABLISHED SUCH THAT EDGE TILES AT OPPOSITEWALLS ARE EQUAL AND SUCH THAT THE RESULTING RECESSEDLIGHT FIXTURES CONFIGURATION IS CENTERED WITHIN THE ROOM.13.DECORATIVE LIGHT FIXTURES > 20 LBS. SHALL BE MOUNTED TOBLKG. BETWEEN TRUSSES OR FLOOR JOISTS SEE14.SMOKE DAMPERS SHALL BE CLOSED BY ACTUATION OF A SMOKEDETECTOR INSTALLED IN ACCORDANCE WITH THE CA. FIRE CODE &ONE OF THE APPLICABLE METHODS LISTED UNDER C.B.C. 713.10.2-SEE THE FIRE ALARM CONTRACTOR'S SHOP DRWGS FOR SMOKEDETECTOR LOCATIONS & MECH. PLANS FOR SMOKE/FIRE DAMPERLOCATIONS.15.-AD-9120AD-9123AD-91CEILING TYPESSYMBOLS LEGENDRECESSED CEILING MOUNTED SPEAKERSMATERAIL & FINISHESCLG. X'-X"CEILING HEIGHT INDICATORRECESSED CAN LIGHT FIXTURE: IF RECESSED WITHIN RATED FLR/CLG. ORROOF/CLG. ASSEMBLY, FIXTURES SHALL BE WITHIN EQUALLY RATED FIREBOX. SEE ELECTRICAL DWGS.SURFACE MOUNT WALL SCONCE LIGHT FIXTURE AT UNIT ENTRYPROVIDE BATT SOUND INSULATION FULLY IN CEILING CAVITIES OF COMMONAREA AND AMENITY SPACE THAT OCCURS BELOW LIVING UNIT16.LIGHT IS CENTERED IN CEILING3WALL MOUNT "BUG EYE" EMERGENCY LUMINAIREEXIT SIGN / EMERGENCY LUMINAIRE COMBOCEILING FINISHES SHALL COMPLY WITH C.B.C. SECTION 803 & TABLE 803.136.ALL CEILINGS TO BE (1) LAYER 1/2" GYPSUM BOARD ON METAL STUDSUSPENSION SYSTEM PER DETAILSALL CEILINGS TO BE GENERAL CEILING PAINT U.N.O. AND SHALL COMPLY WITHCBC SECTION 803 AND 803.13.16AD-914AD-91SURFACE MOUNT CEILING LIGHT FIXTUREFOR ALL LIGHTING SYMBOLS NOT SHOWN HERE, SEEINTERIOR DESIGN DRAWINGS FOR FIXTURE TYPEHATCH INDICATES EXTERIOR STUCCO FINISH AT BUILDING BDASHED LINES INDICATE GYP. BD. WRAPPED STEEL OR WOOD BEAM ABOVE4ILLUMINATED EXIT SIGN SHOULD BE MOUNTED ON WALL ABOVE DOOR5FOR METAL CEILING JOIST SPAN CHARTS, SEE 4/AD-91.17.FOR HEAVY FIXTURE MOUNTING DETAIL, SEE 22/AD-9118.FOR DROPPED CEILING DETAILS AT THE CLUBROOM, SEE 16/AD-9119.FOR FAUX BEAM DETAIL AT FITNESS, SEE 15/AD-9120.SUPPLY VENTPOLE MOUNT LUMINAIRE AT GARAGENA06-21-23 LV ELEC LVELECLV ELEC FEC FECFECFECRWSPSPFECCLG. 8'-0"CLG. 8'-0"CLG. 8'-0"CLG. 8'-0"CLG. 8'-0"CLG. 8'-0"CLG. 8'-0"CLG. 7'-6"CLG. 8'-0"CLG. 8'-0"CLG. 9'-6"CLG. 8'-0"CLG. 8'-0"CLG. 8'-0"CLG. 8'-0"CLG. 8'-0"CLG. 9'-0"1TYP.1TYP.1TYP.1TYP.1TYP.2A5-566'-11 1/2"6'-11 1/2"6'-11 1/2"6'-11 1/2"6'-11 1/2"1'-6"1'-8 7/8"EQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQ1'-6"CEILING7'-1 3/4"CEILINGEQEQ 12'-11 5/8"12'-11 5/8"7'-3 3/4"6'-1 3/4"5'-0"19'-9 1/4"18'-0"20'-10 1/8"39'-7"24'-0 1/4"16'-6"3'-8 3/8"EQEQEQ8'-3 1/2"7'-1"4'-4 5/8"5'-2 1/4" 4'-1 1/8"1'-11"2'-2" CEILING EQ EQ EQ3'-0"EQ EQ EQ EQ EQ 1'-1 3/8" 13'-4 1/2"13'-4 1/8"9'-8 3/8" 7'-7"7'-0"6'-8 1/2"6'-8 1/2"4'-6" EQEQEQEQEQEQEQ6'-2 5/8"EQEQ1'-9" CEILING CEILING 4'-1 1/2"3'-5"10'-0"15'-11 1/8"15'-11 1/8"15'-11 1/8"EQEQEQEQ22'-7 3/4"22'-7 3/4"22'-7 3/4" 25'-0"25'-0"12'-4" 4'-7"18'-4"25'-5 1/2"10'-0"4'-8 1/2"1'-8" 7'-8 3/8"6'-0"BUILDING A SECONDLEVEL RCPA2-19.2SCALE:13/32"=1'-0"BUILDING A SECOND LEVEL RCP CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ADECORATIVE FIXTURE20" X 30" ACCESS PANEL UNLESS SIZE AS INDICATED12RCP KEYNOTESRCP GENERAL NOTES7.5.4.1.2.3.REFER TO MECH. DWGS. FOR INFO ON SUPPLY & RETURN AIR VENTS, EXHAUSTFANS & MECH. EQUIP. GENERALLY, MECH. GRILLES SHALL BE ALIGNED W/CENETR OF LIGHT FIXTURES AND/OR EQUALLY SPACED BETWEEN FIXTURES.PAINT MECHANICAL GRILLES AND LIGHT TRIM RINGS AND EDGES TO MATCHADJACENT WALL/CEILING FINISH COLOR. DO NOT PAINT BRIGHT TRIM RINGS.SEE ELECT. DWGS. FOR SPECIFIC INFO. ON LIGHT FIXTURESCLG HTS INDICATED ARE MEASURED FROM F.F. OF PRIMARY FLR.(NOT FROM ADJ. SLOPES OR DEPRESSIONS) TO NOMINAL BOT. OFCLG FRM'G. REFER TO FLOOR PLANS FOR F.F. ELEVS.RECESSED CAN LIGHT FIXTURES SHALL BE LOCATED AS FOLLOWS (IFNOT SPECIFICALLY DIMENSIONED ON PLAN):IN GYPSUM BOARD CEILINGS:a. CENTERED IN THE AREAS IN WHICH THEY OCCURb. INSTALLED CENTERED IN LINE WITH EACH OTHERIN ACOUSTIC TILE CEILINGS:a. CENTERED IN ACOUSTIC TILEFIRE SPRINKLER HEADS TO BE SEMI-RECESSED TYPE AND SHALL BEINSTALLED AS FOLLOWS:IN GYPSUM BOARD CEILINGS:a. IN LINE WITH CENTER LINE OF LIGHT FIXTURESb. EQUALLY SPACED BETWEEN LIGHT FIXTURESIN ACOUSTIC TILE CEILINGS:a. CENTERED IN ACOUSTIC TILEFOR SOFFIT CONSTRUCTION SEE8.10.9.SUSPENDED CEILINGS SHALL COMPLY WITH CBCTABLES 25-A AND 16-O. SEEROUTE CONDUIT IN ATTIC SPACE IN A NEAT & ORDERLY MANNER,TIGHT TO UNDERSIDE OF SHTG.GYP. BD. CLGS SHALL BE PROVIDED W/ A PAINTED FINISH UNLESSANOTHER FINISH IS APPLIED THERETO. PROVIDE LIGHT SMOOTHTEXTURE W/ EGGSHELL PAINT. FOR WET AREAS PROVIDE SMOOTHFINISH W/ SEMI-GLOSS PAINT.11.ATTIC SPACES IN DROPPED CLGS. & FLR. ASSEMBLIES CONTAINNUMEROUS PIPES, DUCTS & THE LIKE W/ LIMITED CLEARDIMENSIONS. THE GENERAL CONTRACTOR SHALL CAREFULLYCOORDINATE THE LAYOUT OF UTILITIES, DUCTS & PIPES TO AVOIDCONGESTION & MAINTAIN CLG HTS. & CONFIGS.12.CRITERIA FOR ACOUSTIC TILE LAYOUT: THE GRID FOR ACOUSTIC TILESHOULD BE ESTABLISHED SUCH THAT EDGE TILES AT OPPOSITEWALLS ARE EQUAL AND SUCH THAT THE RESULTING RECESSEDLIGHT FIXTURES CONFIGURATION IS CENTERED WITHIN THE ROOM.13.DECORATIVE LIGHT FIXTURES > 20 LBS. SHALL BE MOUNTED TOBLKG. BETWEEN TRUSSES OR FLOOR JOISTS SEE14.SMOKE DAMPERS SHALL BE CLOSED BY ACTUATION OF A SMOKEDETECTOR INSTALLED IN ACCORDANCE WITH THE CA. FIRE CODE &ONE OF THE APPLICABLE METHODS LISTED UNDER C.B.C. 713.10.2-SEE THE FIRE ALARM CONTRACTOR'S SHOP DRWGS FOR SMOKEDETECTOR LOCATIONS & MECH. PLANS FOR SMOKE/FIRE DAMPERLOCATIONS.15.-AD-9120AD-9123AD-91CEILING TYPESSYMBOLS LEGENDRECESSED CEILING MOUNTED SPEAKERSMATERAIL & FINISHESCLG. X'-X"CEILING HEIGHT INDICATORRECESSED CAN LIGHT FIXTURE: IF RECESSED WITHIN RATED FLR/CLG. ORROOF/CLG. ASSEMBLY, FIXTURES SHALL BE WITHIN EQUALLY RATED FIREBOX. SEE ELECTRICAL DWGS.SURFACE MOUNT WALL SCONCE LIGHT FIXTURE AT UNIT ENTRYPROVIDE BATT SOUND INSULATION FULLY IN CEILING CAVITIES OF COMMONAREA AND AMENITY SPACE THAT OCCURS BELOW LIVING UNIT16.LIGHT IS CENTERED IN CEILING3WALL MOUNT "BUG EYE" EMERGENCY LUMINAIREEXIT SIGN / EMERGENCY LUMINAIRE COMBOCEILING FINISHES SHALL COMPLY WITH C.B.C. SECTION 803 & TABLE 803.136.ALL CEILINGS TO BE (1) LAYER 1/2" GYPSUM BOARD ON METAL STUDSUSPENSION SYSTEM PER DETAILSALL CEILINGS TO BE GENERAL CEILING PAINT U.N.O. AND SHALL COMPLY WITHCBC SECTION 803 AND 803.13.16AD-914AD-91SURFACE MOUNT CEILING LIGHT FIXTUREFOR ALL LIGHTING SYMBOLS NOT SHOWN HERE, SEEINTERIOR DESIGN DRAWINGS FOR FIXTURE TYPEHATCH INDICATES EXTERIOR STUCCO FINISH AT BUILDING BDASHED LINES INDICATE GYP. BD. WRAPPED STEEL OR WOOD BEAM ABOVE4ILLUMINATED EXIT SIGN SHOULD BE MOUNTED ON WALL ABOVE DOOR5FOR METAL CEILING JOIST SPAN CHARTS, SEE 4/AD-91.17.FOR HEAVY FIXTURE MOUNTING DETAIL, SEE 22/AD-9118.FOR DROPPED CEILING DETAILS AT THE CLUBROOM, SEE 16/AD-9119.FOR FAUX BEAM DETAIL AT FITNESS, SEE 15/AD-9120.SUPPLY VENTPOLE MOUNT LUMINAIRE AT GARAGENA06-21-23 RWSPFECSPCLG. 8'-0"CLG. 8'-0"CLG. 8'-0"CLG. 8'-0"CLG. 7'-6"CLG. 7'-6"CLG. 8'-0"CLG. 8'-0"CLG. 8'-2"CLG. 8'-2"CLG. 8'-2"CLG. 10'-0"CLG. 15'-0"CLG. 10'-9"CLG. 10'-9"CLG. 9'-0"1TYP.1TYP.SEE FOURTH LEVELFOR INFORMAT IONNOT SHOWN HERE1A5-61EQ EQ EQ EQ EQ 1'-6"EQEQEQEQEQEQEQEQEQEQ1'-6"EQ 14'-5 7/8"14'-7 1/2" 4'-1 1/8"2'-2"6'-10" 6'-4 7/8"6'-10 7/8"EQ EQ EQ EQ EQ EQ 9 3/8" 14'-11 5/8"14'-11 5/8"8'-3 3/4" 7'-7"7'-0"6'-8 1/2"6'-8 1/2"4'-6" EQEQEQEQEQEQEQ6'-2 5/8"7'-0"7'-4 3/8"4'-9 1/4" 4'-1 1/2"3'-5"10'-0"15'-7 3/8"15'-5 3/4"15'-4"EQEQEQEQ25'-0"25'-0"25'-0"4'-7"25'-5 1/2"10'-0"4'-8 1/2"1'-6" CEILINGEQEQEQ8'-2"CEILING 14'-7 1/2"16'-2 5/8"5'-10 1/2"2'-7"EQ CEILING6'-8"6'-8"7'-2"7'-2"4'-4"7'-5 3/8"7'-5 3/8"EQEQEQEQ8'-7 1/2"EQ6'-3 3/4"CEILING10"8'-9 1/2"EQEQEQEQEQCEILING7'-8 5/8" 2'-9"3'-9"CEILING1'-9 3/8"3'-9 3/4" 3'-3 1/4"2'-5 3/4"CEILING CEILING6'-4 1/4"6'-4 1/4"6'-7 5/8"6'-7 5/8"2'-3"6'-7 1/4"23'-8"CEILING 5'-7 1/8" 6'-5 5/8" 3'-1 5/8"5'-5 3/4"3'-4"10'-0"54'-4 3/8"BUILDING A THIRDLEVEL RCPA2-19.3SCALE:13/32"=1'-0"BUILDING A THIRD LEVEL RCP CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ADECORATIVE FIXTURE20" X 30" ACCESS PANEL UNLESS SIZE AS INDICATED12RCP KEYNOTESRCP GENERAL NOTES7.5.4.1.2.3.REFER TO MECH. DWGS. FOR INFO ON SUPPLY & RETURN AIR VENTS, EXHAUSTFANS & MECH. EQUIP. GENERALLY, MECH. GRILLES SHALL BE ALIGNED W/CENETR OF LIGHT FIXTURES AND/OR EQUALLY SPACED BETWEEN FIXTURES.PAINT MECHANICAL GRILLES AND LIGHT TRIM RINGS AND EDGES TO MATCHADJACENT WALL/CEILING FINISH COLOR. DO NOT PAINT BRIGHT TRIM RINGS.SEE ELECT. DWGS. FOR SPECIFIC INFO. ON LIGHT FIXTURESCLG HTS INDICATED ARE MEASURED FROM F.F. OF PRIMARY FLR.(NOT FROM ADJ. SLOPES OR DEPRESSIONS) TO NOMINAL BOT. OFCLG FRM'G. REFER TO FLOOR PLANS FOR F.F. ELEVS.RECESSED CAN LIGHT FIXTURES SHALL BE LOCATED AS FOLLOWS (IFNOT SPECIFICALLY DIMENSIONED ON PLAN):IN GYPSUM BOARD CEILINGS:a. CENTERED IN THE AREAS IN WHICH THEY OCCURb. INSTALLED CENTERED IN LINE WITH EACH OTHERIN ACOUSTIC TILE CEILINGS:a. CENTERED IN ACOUSTIC TILEFIRE SPRINKLER HEADS TO BE SEMI-RECESSED TYPE AND SHALL BEINSTALLED AS FOLLOWS:IN GYPSUM BOARD CEILINGS:a. IN LINE WITH CENTER LINE OF LIGHT FIXTURESb. EQUALLY SPACED BETWEEN LIGHT FIXTURESIN ACOUSTIC TILE CEILINGS:a. CENTERED IN ACOUSTIC TILEFOR SOFFIT CONSTRUCTION SEE8.10.9.SUSPENDED CEILINGS SHALL COMPLY WITH CBCTABLES 25-A AND 16-O. SEEROUTE CONDUIT IN ATTIC SPACE IN A NEAT & ORDERLY MANNER,TIGHT TO UNDERSIDE OF SHTG.GYP. BD. CLGS SHALL BE PROVIDED W/ A PAINTED FINISH UNLESSANOTHER FINISH IS APPLIED THERETO. PROVIDE LIGHT SMOOTHTEXTURE W/ EGGSHELL PAINT. FOR WET AREAS PROVIDE SMOOTHFINISH W/ SEMI-GLOSS PAINT.11.ATTIC SPACES IN DROPPED CLGS. & FLR. ASSEMBLIES CONTAINNUMEROUS PIPES, DUCTS & THE LIKE W/ LIMITED CLEARDIMENSIONS. THE GENERAL CONTRACTOR SHALL CAREFULLYCOORDINATE THE LAYOUT OF UTILITIES, DUCTS & PIPES TO AVOIDCONGESTION & MAINTAIN CLG HTS. & CONFIGS.12.CRITERIA FOR ACOUSTIC TILE LAYOUT: THE GRID FOR ACOUSTIC TILESHOULD BE ESTABLISHED SUCH THAT EDGE TILES AT OPPOSITEWALLS ARE EQUAL AND SUCH THAT THE RESULTING RECESSEDLIGHT FIXTURES CONFIGURATION IS CENTERED WITHIN THE ROOM.13.DECORATIVE LIGHT FIXTURES > 20 LBS. SHALL BE MOUNTED TOBLKG. BETWEEN TRUSSES OR FLOOR JOISTS SEE14.SMOKE DAMPERS SHALL BE CLOSED BY ACTUATION OF A SMOKEDETECTOR INSTALLED IN ACCORDANCE WITH THE CA. FIRE CODE &ONE OF THE APPLICABLE METHODS LISTED UNDER C.B.C. 713.10.2-SEE THE FIRE ALARM CONTRACTOR'S SHOP DRWGS FOR SMOKEDETECTOR LOCATIONS & MECH. PLANS FOR SMOKE/FIRE DAMPERLOCATIONS.15.-AD-9120AD-9123AD-91CEILING TYPESSYMBOLS LEGENDRECESSED CEILING MOUNTED SPEAKERSMATERAIL & FINISHESCLG. X'-X"CEILING HEIGHT INDICATORRECESSED CAN LIGHT FIXTURE: IF RECESSED WITHIN RATED FLR/CLG. ORROOF/CLG. ASSEMBLY, FIXTURES SHALL BE WITHIN EQUALLY RATED FIREBOX. SEE ELECTRICAL DWGS.SURFACE MOUNT WALL SCONCE LIGHT FIXTURE AT UNIT ENTRYPROVIDE BATT SOUND INSULATION FULLY IN CEILING CAVITIES OF COMMONAREA AND AMENITY SPACE THAT OCCURS BELOW LIVING UNIT16.LIGHT IS CENTERED IN CEILING3WALL MOUNT "BUG EYE" EMERGENCY LUMINAIREEXIT SIGN / EMERGENCY LUMINAIRE COMBOCEILING FINISHES SHALL COMPLY WITH C.B.C. SECTION 803 & TABLE 803.136.ALL CEILINGS TO BE (1) LAYER 1/2" GYPSUM BOARD ON METAL STUDSUSPENSION SYSTEM PER DETAILSALL CEILINGS TO BE GENERAL CEILING PAINT U.N.O. AND SHALL COMPLY WITHCBC SECTION 803 AND 803.13.16AD-914AD-91SURFACE MOUNT CEILING LIGHT FIXTUREFOR ALL LIGHTING SYMBOLS NOT SHOWN HERE, SEEINTERIOR DESIGN DRAWINGS FOR FIXTURE TYPEHATCH INDICATES EXTERIOR STUCCO FINISH AT BUILDING BDASHED LINES INDICATE GYP. BD. WRAPPED STEEL OR WOOD BEAM ABOVE4ILLUMINATED EXIT SIGN SHOULD BE MOUNTED ON WALL ABOVE DOOR5FOR METAL CEILING JOIST SPAN CHARTS, SEE 4/AD-91.17.FOR HEAVY FIXTURE MOUNTING DETAIL, SEE 22/AD-9118.FOR DROPPED CEILING DETAILS AT THE CLUBROOM, SEE 16/AD-9119.FOR FAUX BEAM DETAIL AT FITNESS, SEE 15/AD-9120.SUPPLY VENTPOLE MOUNT LUMINAIRE AT GARAGENA06-21-23 RWSPFECLV ELEC LVELECEVEVEVEVEVEV155.04'154.56'154.56'SPCLG. 8'-0"CLG. 8'-0"CLG. 7'-6"CLG. 8'-0"CLG. 8'-0"CLG. 8'-0"CLG. 8'-0"CLG. 7'-6"CLG. 9'-0"1TYP.1TYP.2A5-61EQ EQ EQ EQ EQ 1'-6"EQEQEQEQEQEQEQEQEQEQ1'-6"EQ 14'-5 7/8"14'-7 1/2" 4'-1 1/8"2'-2"6'-10" 6'-4 7/8"6'-10 7/8"EQ EQ EQ EQ EQ EQ 9 3/8" 14'-11 5/8"14'-11 5/8"8'-3 3/4" 7'-7"7'-0"6'-8 1/2"6'-8 1/2"4'-6" EQEQEQEQEQEQEQ6'-2 5/8"7'-4 3/8"7'-4 3/8"4'-9 1/4" 4'-1 1/2"3'-5"10'-0"15'-7 3/8"15'-5 3/4"15'-4"EQEQ25'-5 1/2"10'-0"4'-8 1/2"1'-6" EQEQEQ8'-2"14'-7 1/2"16'-2 5/8"5'-10 1/2"2'-7"EQ EQEQEQEQEQ4'-3 7/8"EQEQEQEQEQEQEQEQ8'-9 1/2"EQEQEQEQEQ7'-8 5/8" 2'-9"3'-9"3'-3 1/4"2'-5 3/4"6'-4 1/4"6'-4 1/4"6'-7 5/8"6'-7 5/8"2'-3"6'-7 1/4"23'-8"5'-7 1/8" 6'-5 5/8" CEILING 3'-1 5/8"EQ6'-2 5/8"CEILING CEILING CEILING CEILINGCEILING CEILINGEQ38'-9 7/8"18'-6 7/8"29'-2 5/8"40'-1 1/2"16'-7 1/8"57'-0 1/8"47'-3 1/8"9'-6 1/8"CEILINGCEILING CEILING 25'-0"25'-0"25'-0"23'-0"5'-7 1/4"3'-4"BUILDING A FOURTHLEVEL RCPA2-19.4SCALE:13/32"=1'-0"BUILDING A FOURTH LEVEL RCP CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ADECORATIVE FIXTURE20" X 30" ACCESS PANEL UNLESS SIZE AS INDICATED12RCP KEYNOTESRCP GENERAL NOTES7.5.4.1.2.3.REFER TO MECH. DWGS. FOR INFO ON SUPPLY & RETURN AIR VENTS, EXHAUSTFANS & MECH. EQUIP. GENERALLY, MECH. GRILLES SHALL BE ALIGNED W/CENETR OF LIGHT FIXTURES AND/OR EQUALLY SPACED BETWEEN FIXTURES.PAINT MECHANICAL GRILLES AND LIGHT TRIM RINGS AND EDGES TO MATCHADJACENT WALL/CEILING FINISH COLOR. DO NOT PAINT BRIGHT TRIM RINGS.SEE ELECT. DWGS. FOR SPECIFIC INFO. ON LIGHT FIXTURESCLG HTS INDICATED ARE MEASURED FROM F.F. OF PRIMARY FLR.(NOT FROM ADJ. SLOPES OR DEPRESSIONS) TO NOMINAL BOT. OFCLG FRM'G. REFER TO FLOOR PLANS FOR F.F. ELEVS.RECESSED CAN LIGHT FIXTURES SHALL BE LOCATED AS FOLLOWS (IFNOT SPECIFICALLY DIMENSIONED ON PLAN):IN GYPSUM BOARD CEILINGS:a. CENTERED IN THE AREAS IN WHICH THEY OCCURb. INSTALLED CENTERED IN LINE WITH EACH OTHERIN ACOUSTIC TILE CEILINGS:a. CENTERED IN ACOUSTIC TILEFIRE SPRINKLER HEADS TO BE SEMI-RECESSED TYPE AND SHALL BEINSTALLED AS FOLLOWS:IN GYPSUM BOARD CEILINGS:a. IN LINE WITH CENTER LINE OF LIGHT FIXTURESb. EQUALLY SPACED BETWEEN LIGHT FIXTURESIN ACOUSTIC TILE CEILINGS:a. CENTERED IN ACOUSTIC TILEFOR SOFFIT CONSTRUCTION SEE8.10.9.SUSPENDED CEILINGS SHALL COMPLY WITH CBCTABLES 25-A AND 16-O. SEEROUTE CONDUIT IN ATTIC SPACE IN A NEAT & ORDERLY MANNER,TIGHT TO UNDERSIDE OF SHTG.GYP. BD. CLGS SHALL BE PROVIDED W/ A PAINTED FINISH UNLESSANOTHER FINISH IS APPLIED THERETO. PROVIDE LIGHT SMOOTHTEXTURE W/ EGGSHELL PAINT. FOR WET AREAS PROVIDE SMOOTHFINISH W/ SEMI-GLOSS PAINT.11.ATTIC SPACES IN DROPPED CLGS. & FLR. ASSEMBLIES CONTAINNUMEROUS PIPES, DUCTS & THE LIKE W/ LIMITED CLEARDIMENSIONS. THE GENERAL CONTRACTOR SHALL CAREFULLYCOORDINATE THE LAYOUT OF UTILITIES, DUCTS & PIPES TO AVOIDCONGESTION & MAINTAIN CLG HTS. & CONFIGS.12.CRITERIA FOR ACOUSTIC TILE LAYOUT: THE GRID FOR ACOUSTIC TILESHOULD BE ESTABLISHED SUCH THAT EDGE TILES AT OPPOSITEWALLS ARE EQUAL AND SUCH THAT THE RESULTING RECESSEDLIGHT FIXTURES CONFIGURATION IS CENTERED WITHIN THE ROOM.13.DECORATIVE LIGHT FIXTURES > 20 LBS. SHALL BE MOUNTED TOBLKG. BETWEEN TRUSSES OR FLOOR JOISTS SEE14.SMOKE DAMPERS SHALL BE CLOSED BY ACTUATION OF A SMOKEDETECTOR INSTALLED IN ACCORDANCE WITH THE CA. FIRE CODE &ONE OF THE APPLICABLE METHODS LISTED UNDER C.B.C. 713.10.2-SEE THE FIRE ALARM CONTRACTOR'S SHOP DRWGS FOR SMOKEDETECTOR LOCATIONS & MECH. PLANS FOR SMOKE/FIRE DAMPERLOCATIONS.15.-AD-9120AD-9123AD-91CEILING TYPESSYMBOLS LEGENDRECESSED CEILING MOUNTED SPEAKERSMATERAIL & FINISHESCLG. X'-X"CEILING HEIGHT INDICATORRECESSED CAN LIGHT FIXTURE: IF RECESSED WITHIN RATED FLR/CLG. ORROOF/CLG. ASSEMBLY, FIXTURES SHALL BE WITHIN EQUALLY RATED FIREBOX. SEE ELECTRICAL DWGS.SURFACE MOUNT WALL SCONCE LIGHT FIXTURE AT UNIT ENTRYPROVIDE BATT SOUND INSULATION FULLY IN CEILING CAVITIES OF COMMONAREA AND AMENITY SPACE THAT OCCURS BELOW LIVING UNIT16.LIGHT IS CENTERED IN CEILING3WALL MOUNT "BUG EYE" EMERGENCY LUMINAIREEXIT SIGN / EMERGENCY LUMINAIRE COMBOCEILING FINISHES SHALL COMPLY WITH C.B.C. SECTION 803 & TABLE 803.136.ALL CEILINGS TO BE (1) LAYER 1/2" GYPSUM BOARD ON METAL STUDSUSPENSION SYSTEM PER DETAILSALL CEILINGS TO BE GENERAL CEILING PAINT U.N.O. AND SHALL COMPLY WITHCBC SECTION 803 AND 803.13.16AD-914AD-91SURFACE MOUNT CEILING LIGHT FIXTUREFOR ALL LIGHTING SYMBOLS NOT SHOWN HERE, SEEINTERIOR DESIGN DRAWINGS FOR FIXTURE TYPEHATCH INDICATES EXTERIOR STUCCO FINISH AT BUILDING BDASHED LINES INDICATE GYP. BD. WRAPPED STEEL OR WOOD BEAM ABOVE4ILLUMINATED EXIT SIGN SHOULD BE MOUNTED ON WALL ABOVE DOOR5FOR METAL CEILING JOIST SPAN CHARTS, SEE 4/AD-91.17.FOR HEAVY FIXTURE MOUNTING DETAIL, SEE 22/AD-9118.FOR DROPPED CEILING DETAILS AT THE CLUBROOM, SEE 16/AD-9119.FOR FAUX BEAM DETAIL AT FITNESS, SEE 15/AD-9120.SUPPLY VENTPOLE MOUNT LUMINAIRE AT GARAGENA06-21-23 RWSPFECFECEVEVSPCLG. 8'-0"CLG. 8'-0"CLG. 8'-0"CLG. 8'-0"CLG. 8'-0"CLG. 8'-0"CLG. 7'-6"CLG. 7'-6"CLG. 9'-0" EQ EQ EQ EQ 4'-11 1/4"1'-6"EQEQEQEQEQEQEQEQEQEQ1'-6"EQ 14'-5 7/8"14'-7 1/2" 4'-1 1/8"2'-2"6'-10" 6'-4 7/8"6'-10 7/8"EQ EQ EQ EQ EQ EQ 9 3/8" 14'-11 5/8"14'-11 5/8"8'-3 3/4" 7'-7"7'-0"6'-8 1/2"6'-8 1/2"4'-6" EQEQEQEQEQEQEQ6'-2 5/8"7'-4 3/8"7'-4 3/8"4'-9 1/4" 4'-1 1/2"3'-5"10'-0"15'-7 3/8"15'-5 3/4"15'-4"3'-2"2'-0" EQEQEQ8'-2"14'-7 1/2"16'-2 5/8"5'-10 1/2"2'-7"EQ EQEQEQEQEQ4'-3 7/8"EQEQEQEQEQEQEQEQ8'-9 1/2"EQEQEQEQEQ7'-8 5/8" 2'-9"3'-9"3'-3 1/4"2'-5 3/4"6'-6"6'-6"6'-7 5/8"6'-7 5/8"2'-7"6'-7 1/4"5'-7 1/8" 6'-5 5/8" CEILING 3'-1 5/8"EQ6'-2 5/8"CEILING CEILING CEILING CEILINGCEILING CEILINGEQ41'-1 1/2"16'-3 1/8"CEILINGCEILING CEILING 31'-2"45'-0"27'-5 1/8"79'-1 1/8"20'-11"40'-6"5'-7 1/4"3'-4"BUILDING A FIFTHLEVEL RCPA2-19.5SCALE:13/32"=1'-0"BUILDING A FIFTH LEVEL RCP CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ADECORATIVE FIXTURE20" X 30" ACCESS PANEL UNLESS SIZE AS INDICATED12RCP KEYNOTESRCP GENERAL NOTES7.5.4.1.2.3.REFER TO MECH. DWGS. FOR INFO ON SUPPLY & RETURN AIR VENTS, EXHAUSTFANS & MECH. EQUIP. GENERALLY, MECH. GRILLES SHALL BE ALIGNED W/CENETR OF LIGHT FIXTURES AND/OR EQUALLY SPACED BETWEEN FIXTURES.PAINT MECHANICAL GRILLES AND LIGHT TRIM RINGS AND EDGES TO MATCHADJACENT WALL/CEILING FINISH COLOR. DO NOT PAINT BRIGHT TRIM RINGS.SEE ELECT. DWGS. FOR SPECIFIC INFO. ON LIGHT FIXTURESCLG HTS INDICATED ARE MEASURED FROM F.F. OF PRIMARY FLR.(NOT FROM ADJ. SLOPES OR DEPRESSIONS) TO NOMINAL BOT. OFCLG FRM'G. REFER TO FLOOR PLANS FOR F.F. ELEVS.RECESSED CAN LIGHT FIXTURES SHALL BE LOCATED AS FOLLOWS (IFNOT SPECIFICALLY DIMENSIONED ON PLAN):IN GYPSUM BOARD CEILINGS:a. CENTERED IN THE AREAS IN WHICH THEY OCCURb. INSTALLED CENTERED IN LINE WITH EACH OTHERIN ACOUSTIC TILE CEILINGS:a. CENTERED IN ACOUSTIC TILEFIRE SPRINKLER HEADS TO BE SEMI-RECESSED TYPE AND SHALL BEINSTALLED AS FOLLOWS:IN GYPSUM BOARD CEILINGS:a. IN LINE WITH CENTER LINE OF LIGHT FIXTURESb. EQUALLY SPACED BETWEEN LIGHT FIXTURESIN ACOUSTIC TILE CEILINGS:a. CENTERED IN ACOUSTIC TILEFOR SOFFIT CONSTRUCTION SEE8.10.9.SUSPENDED CEILINGS SHALL COMPLY WITH CBCTABLES 25-A AND 16-O. SEEROUTE CONDUIT IN ATTIC SPACE IN A NEAT & ORDERLY MANNER,TIGHT TO UNDERSIDE OF SHTG.GYP. BD. CLGS SHALL BE PROVIDED W/ A PAINTED FINISH UNLESSANOTHER FINISH IS APPLIED THERETO. PROVIDE LIGHT SMOOTHTEXTURE W/ EGGSHELL PAINT. FOR WET AREAS PROVIDE SMOOTHFINISH W/ SEMI-GLOSS PAINT.11.ATTIC SPACES IN DROPPED CLGS. & FLR. ASSEMBLIES CONTAINNUMEROUS PIPES, DUCTS & THE LIKE W/ LIMITED CLEARDIMENSIONS. THE GENERAL CONTRACTOR SHALL CAREFULLYCOORDINATE THE LAYOUT OF UTILITIES, DUCTS & PIPES TO AVOIDCONGESTION & MAINTAIN CLG HTS. & CONFIGS.12.CRITERIA FOR ACOUSTIC TILE LAYOUT: THE GRID FOR ACOUSTIC TILESHOULD BE ESTABLISHED SUCH THAT EDGE TILES AT OPPOSITEWALLS ARE EQUAL AND SUCH THAT THE RESULTING RECESSEDLIGHT FIXTURES CONFIGURATION IS CENTERED WITHIN THE ROOM.13.DECORATIVE LIGHT FIXTURES > 20 LBS. SHALL BE MOUNTED TOBLKG. BETWEEN TRUSSES OR FLOOR JOISTS SEE14.SMOKE DAMPERS SHALL BE CLOSED BY ACTUATION OF A SMOKEDETECTOR INSTALLED IN ACCORDANCE WITH THE CA. FIRE CODE &ONE OF THE APPLICABLE METHODS LISTED UNDER C.B.C. 713.10.2-SEE THE FIRE ALARM CONTRACTOR'S SHOP DRWGS FOR SMOKEDETECTOR LOCATIONS & MECH. PLANS FOR SMOKE/FIRE DAMPERLOCATIONS.15.-AD-9120AD-9123AD-91CEILING TYPESSYMBOLS LEGENDRECESSED CEILING MOUNTED SPEAKERSMATERAIL & FINISHESCLG. X'-X"CEILING HEIGHT INDICATORRECESSED CAN LIGHT FIXTURE: IF RECESSED WITHIN RATED FLR/CLG. ORROOF/CLG. ASSEMBLY, FIXTURES SHALL BE WITHIN EQUALLY RATED FIREBOX. SEE ELECTRICAL DWGS.SURFACE MOUNT WALL SCONCE LIGHT FIXTURE AT UNIT ENTRYPROVIDE BATT SOUND INSULATION FULLY IN CEILING CAVITIES OF COMMONAREA AND AMENITY SPACE THAT OCCURS BELOW LIVING UNIT16.LIGHT IS CENTERED IN CEILING3WALL MOUNT "BUG EYE" EMERGENCY LUMINAIREEXIT SIGN / EMERGENCY LUMINAIRE COMBOCEILING FINISHES SHALL COMPLY WITH C.B.C. SECTION 803 & TABLE 803.136.ALL CEILINGS TO BE (1) LAYER 1/2" GYPSUM BOARD ON METAL STUDSUSPENSION SYSTEM PER DETAILSALL CEILINGS TO BE GENERAL CEILING PAINT U.N.O. AND SHALL COMPLY WITHCBC SECTION 803 AND 803.13.16AD-914AD-91SURFACE MOUNT CEILING LIGHT FIXTUREFOR ALL LIGHTING SYMBOLS NOT SHOWN HERE, SEEINTERIOR DESIGN DRAWINGS FOR FIXTURE TYPEHATCH INDICATES EXTERIOR STUCCO FINISH AT BUILDING BDASHED LINES INDICATE GYP. BD. WRAPPED STEEL OR WOOD BEAM ABOVE4ILLUMINATED EXIT SIGN SHOULD BE MOUNTED ON WALL ABOVE DOOR5FOR METAL CEILING JOIST SPAN CHARTS, SEE 4/AD-91.17.FOR HEAVY FIXTURE MOUNTING DETAIL, SEE 22/AD-9118.FOR DROPPED CEILING DETAILS AT THE CLUBROOM, SEE 16/AD-9119.FOR FAUX BEAM DETAIL AT FITNESS, SEE 15/AD-9120.SUPPLY VENTPOLE MOUNT LUMINAIRE AT GARAGENA06-21-23 RWSPFECEVEVSP Xref ..\Construc t s \ X r ef s \ x 1 9 07 6 6 _ b ad s . d w g CLG. 8'-0"CLG. 8'-0"CLG. 8'-0"CLG. 8'-0"CLG. 7'-6"CLG. 9'-0" EQ EQ EQ EQ 6'-3 1/2"1'-6"EQEQEQEQEQEQEQEQEQEQ1'-6"EQ 14'-5 7/8"14'-7 1/2" 4'-1 1/8"2'-2"6'-10" 6'-4 7/8"6'-10 7/8"EQ EQ EQ EQ EQ EQ 9 3/8" 14'-11 5/8"14'-11 5/8"8'-3 3/4" EQEQEQ8'-2"14'-7 1/2"16'-2 5/8"5'-10 1/2"2'-7"EQ EQEQEQEQEQ4'-3 7/8"EQEQEQEQEQEQEQEQ10'-1"EQEQEQEQEQ3'-3 1/4"2'-5 3/4"6'-7 1/4"6'-7 1/4"6'-7 5/8"6'-7 5/8"2'-7"6'-7 1/4"CEILING 3'-1 5/8"EQEQCEILINGCEILING CEILINGEQ38'-0 3/8"16'-4 7/8"CEILINGCEILING CEILING 5'-7 1/4"3'-4"16'-4 7/8"2 1/2"5'-4 3/4"BUILDING A SIXTHLEVEL RCPA2-19.6SCALE:13/32"=1'-0"BUILDING A SIXTH LEVEL RCP CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ADECORATIVE FIXTURE20" X 30" ACCESS PANEL UNLESS SIZE AS INDICATED12RCP KEYNOTESRCP GENERAL NOTES7.5.4.1.2.3.REFER TO MECH. DWGS. FOR INFO ON SUPPLY & RETURN AIR VENTS, EXHAUSTFANS & MECH. EQUIP. GENERALLY, MECH. GRILLES SHALL BE ALIGNED W/CENETR OF LIGHT FIXTURES AND/OR EQUALLY SPACED BETWEEN FIXTURES.PAINT MECHANICAL GRILLES AND LIGHT TRIM RINGS AND EDGES TO MATCHADJACENT WALL/CEILING FINISH COLOR. DO NOT PAINT BRIGHT TRIM RINGS.SEE ELECT. DWGS. FOR SPECIFIC INFO. ON LIGHT FIXTURESCLG HTS INDICATED ARE MEASURED FROM F.F. OF PRIMARY FLR.(NOT FROM ADJ. SLOPES OR DEPRESSIONS) TO NOMINAL BOT. OFCLG FRM'G. REFER TO FLOOR PLANS FOR F.F. ELEVS.RECESSED CAN LIGHT FIXTURES SHALL BE LOCATED AS FOLLOWS (IFNOT SPECIFICALLY DIMENSIONED ON PLAN):IN GYPSUM BOARD CEILINGS:a. CENTERED IN THE AREAS IN WHICH THEY OCCURb. INSTALLED CENTERED IN LINE WITH EACH OTHERIN ACOUSTIC TILE CEILINGS:a. CENTERED IN ACOUSTIC TILEFIRE SPRINKLER HEADS TO BE SEMI-RECESSED TYPE AND SHALL BEINSTALLED AS FOLLOWS:IN GYPSUM BOARD CEILINGS:a. IN LINE WITH CENTER LINE OF LIGHT FIXTURESb. EQUALLY SPACED BETWEEN LIGHT FIXTURESIN ACOUSTIC TILE CEILINGS:a. CENTERED IN ACOUSTIC TILEFOR SOFFIT CONSTRUCTION SEE8.10.9.SUSPENDED CEILINGS SHALL COMPLY WITH CBCTABLES 25-A AND 16-O. SEEROUTE CONDUIT IN ATTIC SPACE IN A NEAT & ORDERLY MANNER,TIGHT TO UNDERSIDE OF SHTG.GYP. BD. CLGS SHALL BE PROVIDED W/ A PAINTED FINISH UNLESSANOTHER FINISH IS APPLIED THERETO. PROVIDE LIGHT SMOOTHTEXTURE W/ EGGSHELL PAINT. FOR WET AREAS PROVIDE SMOOTHFINISH W/ SEMI-GLOSS PAINT.11.ATTIC SPACES IN DROPPED CLGS. & FLR. ASSEMBLIES CONTAINNUMEROUS PIPES, DUCTS & THE LIKE W/ LIMITED CLEARDIMENSIONS. THE GENERAL CONTRACTOR SHALL CAREFULLYCOORDINATE THE LAYOUT OF UTILITIES, DUCTS & PIPES TO AVOIDCONGESTION & MAINTAIN CLG HTS. & CONFIGS.12.CRITERIA FOR ACOUSTIC TILE LAYOUT: THE GRID FOR ACOUSTIC TILESHOULD BE ESTABLISHED SUCH THAT EDGE TILES AT OPPOSITEWALLS ARE EQUAL AND SUCH THAT THE RESULTING RECESSEDLIGHT FIXTURES CONFIGURATION IS CENTERED WITHIN THE ROOM.13.DECORATIVE LIGHT FIXTURES > 20 LBS. SHALL BE MOUNTED TOBLKG. BETWEEN TRUSSES OR FLOOR JOISTS SEE14.SMOKE DAMPERS SHALL BE CLOSED BY ACTUATION OF A SMOKEDETECTOR INSTALLED IN ACCORDANCE WITH THE CA. FIRE CODE &ONE OF THE APPLICABLE METHODS LISTED UNDER C.B.C. 713.10.2-SEE THE FIRE ALARM CONTRACTOR'S SHOP DRWGS FOR SMOKEDETECTOR LOCATIONS & MECH. PLANS FOR SMOKE/FIRE DAMPERLOCATIONS.15.-AD-9120AD-9123AD-91CEILING TYPESSYMBOLS LEGENDRECESSED CEILING MOUNTED SPEAKERSMATERAIL & FINISHESCLG. X'-X"CEILING HEIGHT INDICATORRECESSED CAN LIGHT FIXTURE: IF RECESSED WITHIN RATED FLR/CLG. ORROOF/CLG. ASSEMBLY, FIXTURES SHALL BE WITHIN EQUALLY RATED FIREBOX. SEE ELECTRICAL DWGS.SURFACE MOUNT WALL SCONCE LIGHT FIXTURE AT UNIT ENTRYPROVIDE BATT SOUND INSULATION FULLY IN CEILING CAVITIES OF COMMONAREA AND AMENITY SPACE THAT OCCURS BELOW LIVING UNIT16.LIGHT IS CENTERED IN CEILING3WALL MOUNT "BUG EYE" EMERGENCY LUMINAIREEXIT SIGN / EMERGENCY LUMINAIRE COMBOCEILING FINISHES SHALL COMPLY WITH C.B.C. SECTION 803 & TABLE 803.136.ALL CEILINGS TO BE (1) LAYER 1/2" GYPSUM BOARD ON METAL STUDSUSPENSION SYSTEM PER DETAILSALL CEILINGS TO BE GENERAL CEILING PAINT U.N.O. AND SHALL COMPLY WITHCBC SECTION 803 AND 803.13.16AD-914AD-91SURFACE MOUNT CEILING LIGHT FIXTUREFOR ALL LIGHTING SYMBOLS NOT SHOWN HERE, SEEINTERIOR DESIGN DRAWINGS FOR FIXTURE TYPEHATCH INDICATES EXTERIOR STUCCO FINISH AT BUILDING BDASHED LINES INDICATE GYP. BD. WRAPPED STEEL OR WOOD BEAM ABOVE4ILLUMINATED EXIT SIGN SHOULD BE MOUNTED ON WALL ABOVE DOOR5FOR METAL CEILING JOIST SPAN CHARTS, SEE 4/AD-91.17.FOR HEAVY FIXTURE MOUNTING DETAIL, SEE 22/AD-9118.FOR DROPPED CEILING DETAILS AT THE CLUBROOM, SEE 16/AD-9119.FOR FAUX BEAM DETAIL AT FITNESS, SEE 15/AD-9120.SUPPLY VENTPOLE MOUNT LUMINAIRE AT GARAGENA06-21-23 RWSPELEVATOREQUIPMENTUP 4.83%UP 4.83%SPCLG. 8'-0"CLG. 8'-0"CLG. 8'-0"CLG. 8'-0"CLG. 7'-6" EQ EQ EQ EQ 6'-3 1/2"1'-6"EQEQEQEQEQEQEQEQEQEQ1'-6"EQ 14'-5 7/8"14'-7 1/2" 4'-1 1/8"2'-2"6'-10" 6'-4 7/8"6'-10 7/8"EQ EQ EQ EQ EQ EQ 9 3/8" 14'-11 5/8"14'-11 5/8"8'-3 3/4" EQEQEQ8'-2"14'-7 1/2"16'-2 5/8"5'-10 1/2"2'-7"EQ EQEQEQEQEQ4'-3 7/8"EQEQEQEQEQEQEQEQ10'-1"EQEQEQEQEQ3'-3 1/4"2'-5 3/4"6'-7 1/4"6'-7 1/4"6'-7 5/8"6'-7 5/8"2'-7"6'-7 1/4"CEILING 3'-1 5/8"EQEQCEILINGCEILING CEILINGEQ38'-0 3/8"16'-4 7/8"CEILINGCEILING CEILING 5'-7 1/4"3'-4" 2'-0"6'-5 1/2"1'-8 1/2"3'-9 3/4"5'-4 3/4"BUILDING A SEVENTHLEVEL RCPA2-19.7SCALE:13/32"=1'-0"BUILDING A SEVENTH LEVEL RCP CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ADECORATIVE FIXTURE20" X 30" ACCESS PANEL UNLESS SIZE AS INDICATED12RCP KEYNOTESRCP GENERAL NOTES7.5.4.1.2.3.REFER TO MECH. DWGS. FOR INFO ON SUPPLY & RETURN AIR VENTS, EXHAUSTFANS & MECH. EQUIP. GENERALLY, MECH. GRILLES SHALL BE ALIGNED W/CENETR OF LIGHT FIXTURES AND/OR EQUALLY SPACED BETWEEN FIXTURES.PAINT MECHANICAL GRILLES AND LIGHT TRIM RINGS AND EDGES TO MATCHADJACENT WALL/CEILING FINISH COLOR. DO NOT PAINT BRIGHT TRIM RINGS.SEE ELECT. DWGS. FOR SPECIFIC INFO. ON LIGHT FIXTURESCLG HTS INDICATED ARE MEASURED FROM F.F. OF PRIMARY FLR.(NOT FROM ADJ. SLOPES OR DEPRESSIONS) TO NOMINAL BOT. OFCLG FRM'G. REFER TO FLOOR PLANS FOR F.F. ELEVS.RECESSED CAN LIGHT FIXTURES SHALL BE LOCATED AS FOLLOWS (IFNOT SPECIFICALLY DIMENSIONED ON PLAN):IN GYPSUM BOARD CEILINGS:a. CENTERED IN THE AREAS IN WHICH THEY OCCURb. INSTALLED CENTERED IN LINE WITH EACH OTHERIN ACOUSTIC TILE CEILINGS:a. CENTERED IN ACOUSTIC TILEFIRE SPRINKLER HEADS TO BE SEMI-RECESSED TYPE AND SHALL BEINSTALLED AS FOLLOWS:IN GYPSUM BOARD CEILINGS:a. IN LINE WITH CENTER LINE OF LIGHT FIXTURESb. EQUALLY SPACED BETWEEN LIGHT FIXTURESIN ACOUSTIC TILE CEILINGS:a. CENTERED IN ACOUSTIC TILEFOR SOFFIT CONSTRUCTION SEE8.10.9.SUSPENDED CEILINGS SHALL COMPLY WITH CBCTABLES 25-A AND 16-O. SEEROUTE CONDUIT IN ATTIC SPACE IN A NEAT & ORDERLY MANNER,TIGHT TO UNDERSIDE OF SHTG.GYP. BD. CLGS SHALL BE PROVIDED W/ A PAINTED FINISH UNLESSANOTHER FINISH IS APPLIED THERETO. PROVIDE LIGHT SMOOTHTEXTURE W/ EGGSHELL PAINT. FOR WET AREAS PROVIDE SMOOTHFINISH W/ SEMI-GLOSS PAINT.11.ATTIC SPACES IN DROPPED CLGS. & FLR. ASSEMBLIES CONTAINNUMEROUS PIPES, DUCTS & THE LIKE W/ LIMITED CLEARDIMENSIONS. THE GENERAL CONTRACTOR SHALL CAREFULLYCOORDINATE THE LAYOUT OF UTILITIES, DUCTS & PIPES TO AVOIDCONGESTION & MAINTAIN CLG HTS. & CONFIGS.12.CRITERIA FOR ACOUSTIC TILE LAYOUT: THE GRID FOR ACOUSTIC TILESHOULD BE ESTABLISHED SUCH THAT EDGE TILES AT OPPOSITEWALLS ARE EQUAL AND SUCH THAT THE RESULTING RECESSEDLIGHT FIXTURES CONFIGURATION IS CENTERED WITHIN THE ROOM.13.DECORATIVE LIGHT FIXTURES > 20 LBS. SHALL BE MOUNTED TOBLKG. BETWEEN TRUSSES OR FLOOR JOISTS SEE14.SMOKE DAMPERS SHALL BE CLOSED BY ACTUATION OF A SMOKEDETECTOR INSTALLED IN ACCORDANCE WITH THE CA. FIRE CODE &ONE OF THE APPLICABLE METHODS LISTED UNDER C.B.C. 713.10.2-SEE THE FIRE ALARM CONTRACTOR'S SHOP DRWGS FOR SMOKEDETECTOR LOCATIONS & MECH. PLANS FOR SMOKE/FIRE DAMPERLOCATIONS.15.-AD-9120AD-9123AD-91CEILING TYPESSYMBOLS LEGENDRECESSED CEILING MOUNTED SPEAKERSMATERAIL & FINISHESCLG. X'-X"CEILING HEIGHT INDICATORRECESSED CAN LIGHT FIXTURE: IF RECESSED WITHIN RATED FLR/CLG. ORROOF/CLG. ASSEMBLY, FIXTURES SHALL BE WITHIN EQUALLY RATED FIREBOX. SEE ELECTRICAL DWGS.SURFACE MOUNT WALL SCONCE LIGHT FIXTURE AT UNIT ENTRYPROVIDE BATT SOUND INSULATION FULLY IN CEILING CAVITIES OF COMMONAREA AND AMENITY SPACE THAT OCCURS BELOW LIVING UNIT16.LIGHT IS CENTERED IN CEILING3WALL MOUNT "BUG EYE" EMERGENCY LUMINAIREEXIT SIGN / EMERGENCY LUMINAIRE COMBOCEILING FINISHES SHALL COMPLY WITH C.B.C. SECTION 803 & TABLE 803.136.ALL CEILINGS TO BE (1) LAYER 1/2" GYPSUM BOARD ON METAL STUDSUSPENSION SYSTEM PER DETAILSALL CEILINGS TO BE GENERAL CEILING PAINT U.N.O. AND SHALL COMPLY WITHCBC SECTION 803 AND 803.13.16AD-914AD-91SURFACE MOUNT CEILING LIGHT FIXTUREFOR ALL LIGHTING SYMBOLS NOT SHOWN HERE, SEEINTERIOR DESIGN DRAWINGS FOR FIXTURE TYPEHATCH INDICATES EXTERIOR STUCCO FINISH AT BUILDING BDASHED LINES INDICATE GYP. BD. WRAPPED STEEL OR WOOD BEAM ABOVE4ILLUMINATED EXIT SIGN SHOULD BE MOUNTED ON WALL ABOVE DOOR5FOR METAL CEILING JOIST SPAN CHARTS, SEE 4/AD-91.17.FOR HEAVY FIXTURE MOUNTING DETAIL, SEE 22/AD-9118.FOR DROPPED CEILING DETAILS AT THE CLUBROOM, SEE 16/AD-9119.FOR FAUX BEAM DETAIL AT FITNESS, SEE 15/AD-9120.SUPPLY VENTPOLE MOUNT LUMINAIRE AT GARAGENA06-21-23 123.10' FF123.72' FF124.15' FF124.70' FF11'-2 1/2"10'-1"8'-11 1/2"9'-1"9'-1"9'-1"T.O. SLABAT LEASINGT.O.PL3RD FLT.O. SLAB4TH FLSUBFLOOR5TH FLSUBFLOOR6TH FLSUBFLOORT.O.PLT.O.PLT.O.PL2ND FLT.O. SLABHDRHDRHDRHDR9'-1"7TH FLSUBFLOORT.O.PLHDR8'-0"8'-1"8'-1"8'-1"8'-1"ROOF SHT'G123.16' FF134.42' FF144.50' FF154.56' FF164.64' FF175.61' FF186.58' FFFITNESSUNIT 3.4ALOBBYUNIT 2.1D-RUNIT 2.1AUNIT 4.1A-R12'-1"UNIT 4.1B-RUNIT 2.1BUNIT 2.1E-RUNIT 0.1AUNIT 4.1FSTAIR A3UNIT 2.4AUNIT 2.4AUNIT 4.1GUNIT 4.1HUNIT 4.1HUNIT 0.1BUNIT 0.1BUNIT 0.1BUNIT 2.1F-RUNIT 2.1E-RUNIT 2.1F-RUNIT 2.1CUNIT 2.1BUNIT 2.1CUNIT 4.1C-RUNIT 4.1B-RUNIT 4.1C-RUNIT 2.4BSTAIR A3UNIT 2.4AUNIT 2.4BUNIT 4.1HUNIT 4.1HUNIT 0.1BUNIT 0.1BMNPQRSTLH.89'-1"9'-1"9'-1"9'-1"9'-1"T.O. SLABON GRADET.O.PL3RD FLSUBFLOOR4TH FLSUBFLOOR5TH FLSUBFLOORROOF SHT'G.T.O.PLT.O.PL2ND FLSUBFLOORHDRHDRHDRHDRHDRT.O.PLT.O.PL8'-1"8'-1"8'-1"8'-1"8'-1"144.96' FF155.04' FF165.13' FF134.88' FF124.70' FFGA2-43HA2-43124.70' T.O.WALL125.65' T.O.WALL125.02' T.O.WALL123.90' T.O.WALL123.16' FF125.65' T.O.WALLUNIT 4.1AUNIT 4.1BUNIT 4.1CUNIT 4.1BUNIT 4.1CUNIT 0.3AUNIT 0.3BUNIT 0.3BUNIT 0.3BUNIT 0.3CSTAIR A24.3567891038.89'-1"9'-1"9'-1"9'-1"9'-1"T.O. SLABON GRADET.O.PL3RD FLSUBFLOOR4TH FLSUBFLOOR5TH FLSUBFLOORROOF SHT'G.T.O.PLT.O.PL2ND FLSUBFLOORHDRHDRHDRHDRHDRT.O.PLT.O.PL8'-1"8'-1"8'-1"8'-1"8'-1"144.96' FF155.04' FF165.13' FF134.88' FF124.70' FF128.58' FF140.46' FF150.54' FF160.63' FF124.70' FF124.70' T.O.WALL134.22' FF144.96' FF155.04' FF165.13' FF128.58' FF140.46' FF150.54' FF160.63' FF2TYP.2TYP.413.333.2TYP.33.2TYP.3.1TYP.3.33.1TYP.2AD-55.14AD-55.13AD-55.11AD-55.14AD-55.12AD-54.15AD-54.16AD-54.11AD-82.12AD-54.15AD-54.1TYP.TYP.1AD-54.1TYP.4AD-55.1TYP.2AD-55.1TYP.TYP.1112103.13.21313BUILDING A NORTH &EAST EXTERIORELEVATIONSA2-20CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ASCALE:13/32"=1'-0"NORTH EXTERIOR ELEVATIONSCALE:23/32"=1'-0"EAST EXTERIOR ELEVATIONELEVATION NOTESBUILDING KEY PLAN ELEVATION LEGEND/KEYNOTESEXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOT ELEVATED,INSTALL TO SEGREGATE AREAS NOT EXCEEDING MORE THAN 144 SQ. FT. ONWALLS & NOT MORE THAN 100 SQ. FT. ON HORIZONTAL APPLICATIONS.DISTANCE BETWEEN JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTIONOR A LENGTH-TO-WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTS SHALL WRAPOUTSIDE CORNERS AND RETURN TO THE NEAREST INSIDE CORNER.FLOOR CONTROL / DRAINAGE JOINT IN EXTERIOR CEMENT PLASTEREXTERIOR CEMENT PLASTER: WITH 16/20 FINISH, PAINTWINDOW/DOOR TRIM: EPS 3 1/2 WIDE X 1 1/2" THICK, SMOOTH FINISH, TYP, U.N.O.EXHAUST TERMINATION - SEE MECH. PROVIDE MINIMUM DISTANCE OF 3' BETWEEN EXHAUSTVENTS AND ANY OPENINGS INTO THE BUILDINGRETAIL STOREFRONTSMOOTH FIBER CEMENT SIDING:METAL GUARDRAILCONDUCTOR HEAD & OVERFLOW, COLOR TO MATCH ADJACENTSURFACE1.ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHEREOCCURS) OR TOP OF FLOOR SHT'G, U.N.O. VERIFY SLAB ELEVATION WITH CIVIL.2.EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O.3.U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE.ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS.4.PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIORWALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS.5.PROVIDE EXTERIOR WALL OPENING FLASHING PER6.EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN AFLUSH SUBSTRATE SURFACE.7.DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WINDLOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS.8.PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED ANDSURFACE-MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING.9.SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLEACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TOCLOSURE OF FRAMING.10.ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O.GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUBCONTRACTOR.11.PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL.12.REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISHSELECTIONS.13.FOR PREFINISHED ITEMS, SUBMIT MANUFACTURER'S COLOR PALETTE TO ARCHITECT FORREVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BEAVAILABLE FOR THE BID PRICE.14.MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O.15.EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS ANDGENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'SRECOMMENDATIONS.16.FOR WINDOW TYPES, SEE BOTH THE OVERALL BUILDING PLANS AND ENLARGED UNIT PLANSA2-11 THRU A2-17, A2-51 THRU A2-55 AND A5-01 THRU A5-45.17.FOR ROOF SLOPE, SEE ROOF PLANS SHEETS A2-18 AND A2-56.18.FOR ROOF VENTING, SEE ROOF PLANS SHEETS A2-18 AND A2-56.4" DIAMETER ALUMINUM DOWNSPOUT CONNECT TO ONSITE STORM DRAINSYSTEM, COLOR TO MATCH ADJACENT SURFACE, U.N.O.EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 2 1/2" WIDE x 1 1/2" DEEPEXPOSED CMU: W/ 2" THICK MATCHING CAP AT TOP OF WALLGROUT:CONCAVE PROFILEEXPOSED CONCRETE-AD-51.0ADHERED MASONRY VENEER:2AD-2524AD-51.0GLASS GUARDRAIL AT PODIUMMETAL CANOPYEPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 1/2" DEEP11AD-51.011AD-51.022AD-61.0-AD-51.03AD-51.122AD-51.0OR2.12133.1414AD-61.0SIGNAGE, PROVIDE CONDUIT AND BOX, SEE ELECTRICAL5ART MURAL6TRELLIS78FLAT CONCRETE ROOF TILENBA4TH STREETMORTIMER STREET 5TH STREETFRENCH STREET MINTER STREET GFRC WAINSCOT:9ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATIONEPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 4" WIDE x 1 1/2" DEEP,3.2EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 10" WIDE x 3" DEEP OVER 6" WIDE x 1 1/2" DEEP3.3EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 10" WIDE x 3" DEEP OVER 12" WIDE x 1 1/2" DEEP3.4XEXHAUST GRILLE AT SIDE WALL OR UNDERSIDE OF PROJECTION10GARAGE SECURITY FENCE11CMU VEHICLE BARRIER WALL12CONCRETE COLUMN & CAP2AD-83EAD-82.1@ RESTAURANT@ RETAIL7AD-55.116AD-312,3,4AD-55.1AEXTEND FOAM TRIM 2" BEYOND WINDOW JAMBSAA13EXPANSION JOINTAGLASS GUARDRAIL AT ROOF DECK2.28AD-55.1GLASS GUARDRAIL AT UNIT2.39AD-55.112AAAAAAAAAAAA06-21-23 11'-9 1/8"10'-1"8'-11 1/2"9'-1"9'-1"9'-1"T.O. SLABAT RESTAURANTT.O.PL3RD FLT.O. SLAB4TH FLSUBFLOOR5TH FLSUBFLOOR6TH FLSUBFLOORT.O.PLT.O.PLT.O.PL2ND FLT.O. SLABHDRHDRHDRHDR9'-1"7TH FLSUBFLOORT.O.PLHDR8'-0"8'-1"8'-1"8'-1"8'-1"ROOF SHT'G122.66' FF134.42' FF144.50' FF154.56' FF164.64' FF175.61' FF186.58' FF11'-2 1/2"10'-1"8'-11 1/2"9'-1"9'-1"9'-1"T.O. SLABAT LEASINGT.O.PL3RD FLT.O. SLAB4TH FLSUBFLOOR5TH FLSUBFLOOR6TH FLSUBFLOORT.O.PLT.O.PLT.O.PL2ND FLT.O. SLABHDRHDRHDRHDR9'-1"7TH FLSUBFLOORT.O.PLHDR8'-0"8'-1"8'-1"8'-1"8'-1"ROOF SHT'G186.58' FF175.61' FF164.64' FF154.56' FF144.50' FF134.42' FF123.16' FF123.80' AVERAGEGRADE PLANEAVERAGEHEIGHT OF ROOF71'-7 1/2"RESTAURANTLEASING / AMENITYFTINESS UNIT 2.6A-RUNIT 2.2C-RUNIT 2.2EUNIT 2.4BUNIT 2.6A-RUNIT 2.2B-RPOOL DECKUNIT 2.2DUNIT 2.4AUNIT 2.6A-RUNIT 2.2B-RRETAILUNIT 2.2DUNIT 2.4AUNIT 2.2DUNIT 2.2EUNIT 2.4AUNIT 2.4BROOF DECKUNIT 2.2F-RUNIT 2.6A-RUNIT 2.2B-R55.26.27.28.28.51213119.72DA2-41EA2-424'-6"128.18' FF123.80' AVERAGEGRADE PLANEAVERAGEHEIGHT OF ROOF71'-7 1/2"UNIT 0.1DUNIT 0.1CENTRYUNIT 4.1JUNIT 3.2BUNIT 3.2AUNIT 2.6A-RRESTARAUNTSTAIR A4G.7GC.2BAKDLMNPQRST129.72' FF140.46' FF150.54' FF160.63' FFCA2-41AA2-40BA2-40FA2-4211'-9 1/8"10'-1"8'-11 1/2"9'-1"9'-1"9'-1"HDRHDRHDRHDR9'-1"HDR8'-0"8'-1"8'-1"8'-1"8'-1"T.O. SLABAT RESTAURANTT.O.PL3RD FLT.O. SLAB4TH FLSUBFLOOR6TH FLSUBFLOORT.O.PLT.O.PLT.O.PL2ND FLT.O. SLAB7TH FLSUBFLOORT.O.PLROOF SHT'G5TH FLSUBFLOOR186.58' FF175.61' FF164.64' FF154.56' FF144.50' FF134.42' FF122.66' FF123.80' AVERAGEGRADE PLANEAVERAGEHEIGHT OF ROOF48'-3"1A5-961A5-77138.92' FF149.00' FF159.06' FF129.72' FF140.46' FF150.54' FF160.63' FF91TYP.1TYP.1TYP.2TYP.654TYP.4TYP.4TYP.1TYP.4TYP.2TYP.3.2TYP.3.1TYP.33.1TYP.3.2TYP.3.34AD-55.14AD-55.13AD-55.11AD-82.11AD-82.12AD-82.12AD-55.12AD-54.12AD-54.14AD-54.11AD-82.14AD-82.11112102.15AD-54.1132.22.22.2BUILDING A SOUTH &WEST EXTERIORELEVATIONSA2-21SCALE:13/32"=1'-0"SOUTH EXTERIOR ELEVATIONSCALE:23/32"=1'-0"WEST EXTERIOR ELEVATIONCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AELEVATION NOTESBUILDING KEY PLAN ELEVATION LEGEND/KEYNOTESEXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOT ELEVATED,INSTALL TO SEGREGATE AREAS NOT EXCEEDING MORE THAN 144 SQ. FT. ONWALLS & NOT MORE THAN 100 SQ. FT. ON HORIZONTAL APPLICATIONS.DISTANCE BETWEEN JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTIONOR A LENGTH-TO-WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTS SHALL WRAPOUTSIDE CORNERS AND RETURN TO THE NEAREST INSIDE CORNER.FLOOR CONTROL / DRAINAGE JOINT IN EXTERIOR CEMENT PLASTEREXTERIOR CEMENT PLASTER: WITH 16/20 FINISH, PAINTWINDOW/DOOR TRIM: EPS 3 1/2 WIDE X 1 1/2" THICK, SMOOTH FINISH, TYP, U.N.O.EXHAUST TERMINATION - SEE MECH. PROVIDE MINIMUM DISTANCE OF 3' BETWEEN EXHAUSTVENTS AND ANY OPENINGS INTO THE BUILDINGRETAIL STOREFRONTSMOOTH FIBER CEMENT SIDING:METAL GUARDRAILCONDUCTOR HEAD & OVERFLOW, COLOR TO MATCH ADJACENTSURFACE1.ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHEREOCCURS) OR TOP OF FLOOR SHT'G, U.N.O. VERIFY SLAB ELEVATION WITH CIVIL.2.EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O.3.U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE.ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS.4.PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIORWALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS.5.PROVIDE EXTERIOR WALL OPENING FLASHING PER6.EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN AFLUSH SUBSTRATE SURFACE.7.DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WINDLOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS.8.PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED ANDSURFACE-MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING.9.SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLEACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TOCLOSURE OF FRAMING.10.ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O.GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUBCONTRACTOR.11.PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL.12.REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISHSELECTIONS.13.FOR PREFINISHED ITEMS, SUBMIT MANUFACTURER'S COLOR PALETTE TO ARCHITECT FORREVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BEAVAILABLE FOR THE BID PRICE.14.MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O.15.EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS ANDGENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'SRECOMMENDATIONS.16.FOR WINDOW TYPES, SEE BOTH THE OVERALL BUILDING PLANS AND ENLARGED UNIT PLANSA2-11 THRU A2-17, A2-51 THRU A2-55 AND A5-01 THRU A5-45.17.FOR ROOF SLOPE, SEE ROOF PLANS SHEETS A2-18 AND A2-56.18.FOR ROOF VENTING, SEE ROOF PLANS SHEETS A2-18 AND A2-56.4" DIAMETER ALUMINUM DOWNSPOUT CONNECT TO ONSITE STORM DRAINSYSTEM, COLOR TO MATCH ADJACENT SURFACE, U.N.O.EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 2 1/2" WIDE x 1 1/2" DEEPEXPOSED CMU: W/ 2" THICK MATCHING CAP AT TOP OF WALLGROUT:CONCAVE PROFILEEXPOSED CONCRETE-AD-51.0ADHERED MASONRY VENEER:2AD-2524AD-51.0GLASS GUARDRAIL AT PODIUMMETAL CANOPYEPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 1/2" DEEP11AD-51.011AD-51.022AD-61.0-AD-51.03AD-51.122AD-51.0OR2.12133.1414AD-61.0SIGNAGE, PROVIDE CONDUIT AND BOX, SEE ELECTRICAL5ART MURAL6TRELLIS78FLAT CONCRETE ROOF TILENBA4TH STREETMORTIMER STREET 5TH STREETFRENCH STREET MINTER STREET GFRC WAINSCOT:9ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATIONEPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 4" WIDE x 1 1/2" DEEP,3.2EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 10" WIDE x 3" DEEP OVER 6" WIDE x 1 1/2" DEEP3.3EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 10" WIDE x 3" DEEP OVER 12" WIDE x 1 1/2" DEEP3.4XEXHAUST GRILLE AT SIDE WALL OR UNDERSIDE OF PROJECTION10GARAGE SECURITY FENCE11CMU VEHICLE BARRIER WALL12CONCRETE COLUMN & CAP2AD-83EAD-82.1@ RESTAURANT@ RETAIL7AD-55.116AD-312,3,4AD-55.1AEXTEND FOAM TRIM 2" BEYOND WINDOW JAMBSAA13EXPANSION JOINTAGLASS GUARDRAIL AT ROOF DECK2.28AD-55.1GLASS GUARDRAIL AT UNIT2.39AD-55.112AAAAAAAA06-21-23 UNIT 2.1G-RUNIT 1.1B-RCLUBHOUSEUNIT 2.1H-RUNIT 2.1H-RRESTROOMSCORRIDORUNIT 1.2B-RUNIT 1.2B-RUNIT 1.2B-RUNIT 1.2B-RUNIT 1.2B-RUNIT 1.1B-RUNIT 1.1B-RUNIT 1.1B-RUNIT 1.2BUNIT 1.2BUNIT 1.2BUNIT 1.2BUNIT 1.2BUNIT 1.1CUNIT 1.1EUNIT 1.1E8'-11 1/2"9'-1"9'-1"9'-1"T.O.PL3RD FLT.O. SLAB4TH FLSUBFLOOR5TH FLSUBFLOOR6TH FLSUBFLOORT.O.PLT.O.PLT.O.PLHDRHDRHDRHDR9'-1"7TH FLSUBFLOORT.O.PLHDR8'-0"8'-1"8'-1"8'-1"8'-1"ROOF SHT'G.186.58' FF175.61' FF164.64' FF154.56' FF144.50' FFSTAIR A4UNIT 2.5AUNIT 2.5BUNIT 2.5BUNIT 2.5BUNIT 2.5B11'-5"10'-1"8'-11 1/2"9'-1"9'-1"9'-1"T.O. SLABAT RETAILT.O.PL3RD FLT.O. SLAB4TH FLSUBFLOOR5TH FLSUBFLOOR6TH FLSUBFLOORT.O.PLT.O.PLT.O.PL2ND FLT.O. SLABHDRHDRHDRHDR9'-1"7TH FLSUBFLOORT.O.PLHDR8'-0"8'-1"8'-1"8'-1"8'-1"ROOF SHT'G.123.00' FF134.42' FF144.50' FF154.56' FF164.64' FF175.61' FF186.58' FF1A5-77UNIT 2.2C-RUNIT 2.2B-RUNIT 2.2B-RUNIT 2.2F-RUNIT 2.2B-RUNIT 2.2EUNIT 2.2DUNIT 2.2EUNIT 2.2DUNIT 2.2DUNIT 1.1E-RUNIT 1.1E-RUNIT 1.1D-RUNIT 1.1D-RUNIT 1.1A-RUNIT 1.2BUNIT 1.2BUNIT 1.2BUNIT 1.2BUNIT 1.2A11'-5"10'-1"8'-11 1/2"9'-1"9'-1"9'-1"T.O. SLABAT RETAILT.O.PL3RD FLT.O. SLAB4TH FLSUBFLOOR5TH FLSUBFLOOR6TH FLSUBFLOORT.O.PLT.O.PLT.O.PL2ND FLT.O. SLABHDRHDRHDRHDR9'-1"7TH FLSUBFLOORT.O.PLHDR8'-0"8'-1"8'-1"8'-1"8'-1"ROOF SHT'G186.58' FF175.61' FF164.64' FF154.56' FF144.50' FF134.42' FF123.00' FF2TYP.2TYP.4TYP.1TYP.2TYP.3.13.13.13.13.2TYP.3.1TYP.3.43.2TYP.3.1TYP.33.2TYP.3.1TYP.6AD-54.16AD-54.15AD-54.12AD-54.15AD-54.12AD-54.12AD-55.12AD-55.14AD-55.12AD-55.12AD-55.117AD-41TYP.TYP.TYP.TYP.1AD-83TYP.TYP.TYP.TYP.CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING ACOURTYARDELEVATIONSA2-22SCALE:13/32"=1'-0"SOUTH COURTYARD EXTERIOR ELEVATIONSCALE:23/32"=1'-0"WEST COURTYARD EXTERIOR ELEVATIONELEVATION NOTESBUILDING KEY PLAN ELEVATION LEGEND/KEYNOTESEXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOT ELEVATED,INSTALL TO SEGREGATE AREAS NOT EXCEEDING MORE THAN 144 SQ. FT. ONWALLS & NOT MORE THAN 100 SQ. FT. ON HORIZONTAL APPLICATIONS.DISTANCE BETWEEN JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTIONOR A LENGTH-TO-WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTS SHALL WRAPOUTSIDE CORNERS AND RETURN TO THE NEAREST INSIDE CORNER.FLOOR CONTROL / DRAINAGE JOINT IN EXTERIOR CEMENT PLASTEREXTERIOR CEMENT PLASTER: WITH 16/20 FINISH, PAINTWINDOW/DOOR TRIM: EPS 3 1/2 WIDE X 1 1/2" THICK, SMOOTH FINISH, TYP, U.N.O.EXHAUST TERMINATION - SEE MECH. PROVIDE MINIMUM DISTANCE OF 3' BETWEEN EXHAUSTVENTS AND ANY OPENINGS INTO THE BUILDINGRETAIL STOREFRONTSMOOTH FIBER CEMENT SIDING:METAL GUARDRAILCONDUCTOR HEAD & OVERFLOW, COLOR TO MATCH ADJACENTSURFACE1.ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHEREOCCURS) OR TOP OF FLOOR SHT'G, U.N.O. VERIFY SLAB ELEVATION WITH CIVIL.2.EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O.3.U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE.ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS.4.PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIORWALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS.5.PROVIDE EXTERIOR WALL OPENING FLASHING PER6.EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN AFLUSH SUBSTRATE SURFACE.7.DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WINDLOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS.8.PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED ANDSURFACE-MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING.9.SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLEACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TOCLOSURE OF FRAMING.10.ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O.GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUBCONTRACTOR.11.PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL.12.REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISHSELECTIONS.13.FOR PREFINISHED ITEMS, SUBMIT MANUFACTURER'S COLOR PALETTE TO ARCHITECT FORREVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BEAVAILABLE FOR THE BID PRICE.14.MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O.15.EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS ANDGENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'SRECOMMENDATIONS.16.FOR WINDOW TYPES, SEE BOTH THE OVERALL BUILDING PLANS AND ENLARGED UNIT PLANSA2-11 THRU A2-17, A2-51 THRU A2-55 AND A5-01 THRU A5-45.17.FOR ROOF SLOPE, SEE ROOF PLANS SHEETS A2-18 AND A2-56.18.FOR ROOF VENTING, SEE ROOF PLANS SHEETS A2-18 AND A2-56.4" DIAMETER ALUMINUM DOWNSPOUT CONNECT TO ONSITE STORM DRAINSYSTEM, COLOR TO MATCH ADJACENT SURFACE, U.N.O.EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 2 1/2" WIDE x 1 1/2" DEEPEXPOSED CMU: W/ 2" THICK MATCHING CAP AT TOP OF WALLGROUT:CONCAVE PROFILEEXPOSED CONCRETE-AD-51.0ADHERED MASONRY VENEER:2AD-2524AD-51.0GLASS GUARDRAIL AT PODIUMMETAL CANOPYEPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 1/2" DEEP11AD-51.011AD-51.022AD-61.0-AD-51.03AD-51.122AD-51.0OR2.12133.1414AD-61.0SIGNAGE, PROVIDE CONDUIT AND BOX, SEE ELECTRICAL5ART MURAL6TRELLIS78FLAT CONCRETE ROOF TILENBA4TH STREETMORTIMER STREET 5TH STREETFRENCH STREET MINTER STREET GFRC WAINSCOT:9ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATIONEPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 4" WIDE x 1 1/2" DEEP,3.2EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 10" WIDE x 3" DEEP OVER 6" WIDE x 1 1/2" DEEP3.3EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 10" WIDE x 3" DEEP OVER 12" WIDE x 1 1/2" DEEP3.4XEXHAUST GRILLE AT SIDE WALL OR UNDERSIDE OF PROJECTION10GARAGE SECURITY FENCE11CMU VEHICLE BARRIER WALL12CONCRETE COLUMN & CAP2AD-83EAD-82.1@ RESTAURANT@ RETAIL7AD-55.116AD-312,3,4AD-55.1AEXTEND FOAM TRIM 2" BEYOND WINDOW JAMBSAA13EXPANSION JOINTAGLASS GUARDRAIL AT ROOF DECK2.28AD-55.1GLASS GUARDRAIL AT UNIT2.39AD-55.1SCALE:33/32"=1'-0"EAST COURTYARD EXTERIOR ELEVATION123AAAAAAAA06-21-23 PARKINGGARAGECORRUNITUNITCORRCORRCORRCORRCLUBHOUSERETAILPOOLSPAUNITLRTPNQSMBACDEFGHKHVACCORRCORR11'-5"10'-1"8'-11 1/2"9'-1"9'-1"9'-1"T.O. SLABAT RETAILT.O.PL3RD FLT.O. SLAB4TH FLSUBFLOOR5TH FLSUBFLOOR6TH FLSUBFLOORT.O.PLT.O.PLT.O.PL2ND FLT.O. SLABHDRHDRHDRHDR9'-1"7TH FLSUBFLOORT.O.PLHDR8'-0"8'-1"8'-1"8'-1"8'-1"ROOF SHT'G.123.00' FF134.42' FF144.50' FF154.56' FF164.64' FF175.61' FF186.58' FF123.16'124.92'PER CIVIL GRADING10-31-2022124.37'132.72'124.92'7'-1 1/2" 7'-8"144.96'155.04'165.13'125.19'135.95'146.00'156.06'PARKINGGARAGE166.14'UNITUNITUNITDECKDECKDECKDECKUNITDECKPROPERTY LINE UNITUNITUNITUNITDECKDECKDECKDECKUNITDECKUNITUNITCORRCORRCORRCORRCORRCORRCORRUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITCORRCORRCORRCORRCORRCORRCORRUNITUNITUNIT4.45.26.27.28.28.510.311213118.710.210.19.79.611.211.511.722.14.85.511'-9 1/8"10'-1"8'-11 1/2"9'-1"9'-1"9'-1"T.O. SLABAT RESTAURANTT.O.PL3RD FLT.O. SLAB4TH FLSUBFLOOR5TH FLSUBFLOOR6TH FLSUBFLOORT.O.PLT.O.PLT.O.PL2ND FLT.O. SLABHDRHDRHDRHDR9'-1"7TH FLSUBFLOORT.O.PLHDR8'-0"8'-1"8'-1"8'-1"8'-1"ROOF SHT'G122.66' FF134.42' FF144.50' FF154.56' FF164.64' FF175.61' FF186.58' FF2AD-334AD-33TYP. 1 HOURCORRIDORFLR / CLGASSEMBLY20AD-22.1TYP. 1 HOURROOF / CLGASSEMBLY9AD-21TYP. 3 HOURHORIZ. ASSEMBLY- CONCRETESTRUCTURALSLAB17AD-21TYP. 2 HOURHORIZ. ASSEMBLY- CONCRETESTRUCTURALSLAB13AD-21TYP. 1 HOURUNIT / UNITFLR / CLGASSEMBLY1AD-21TYP. 1 HOURUNIT /CORRIDORASSEMBLY20AD-22.1TYP. 1 HOURCORRIDORFLR / CLGASSEMBLY20AD-22.1TYP. 1 HOURROOF / CLGASSEMBLY9AD-21TYP. 3 HOURHORIZ. ASSEMBLY- CONCRETESTRUCTURALSLAB17AD-21TYP. 2 HOURHORIZ. ASSEMBLY- CONCRETESTRUCTURALSLAB13AD-21TYP. 1 HOURUNIT / UNITFLR / CLGASSEMBLY1AD-21TYP. 1 HOURUNIT /CORRIDORASSEMBLY20AD-22.1TYP."DRYCRETE"CONCRETEMAT SLABTYP."DRYCRETE"CONCRETEMAT SLAB10'-1" CLR. 9'-4 1/2" CLR. 9'-4 1/2" CLR. 9'-5" CLR. 7'-8" CLR. 10'-1 1/2" CLR. 10'-1 1/2" CLR. 10'-1 1/2" CLR.15AD-2114AD-21WALL TO FLRISOLATIONWALL TO CLGISOLATIONEXPANSION JOINT@ SKY DECK16AD-21WALL TO SLABISOLATION15AD-21WALL TOFLOORISOLATION14AD-21JOINT PERCBC 71516AD-21WALL TOSLABISOLATION24AD-221-HRCORRIDORSEE 16/AD-61.1 FORROOF VENTINGJUSTIFICATIONSEE 16/AD-61.1 FORROOF VENTINGJUSTIFICATIONSEE 16/AD-61.1 FORROOF VENTINGJUSTIFICATION4AD-27TILT-UP EXTERIOR WALL @CORRIDOR ADJACENT TO GARAGE7'-0" MIN. VERTICALCLEARANCE INPARKING GARAGE7'-0" MIN. VERTICALCLEARANCE INPARKING GARAGEBUILDING A SECTIONSA2-30SCALE:23/32"=1'-0"OVERALL BUILDING SECTION 2SCALE:13/32"=1'-0"OVERALL BUILDING SECTION 1CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AFOR EXTERIOR WALL ASSEMBLY DETAILS,PLEASE REFERENCE THE FIRE PROTECTIONPLANS ON SHEETS A0-11 THRU A0-25TYPICAL INSULATION VALUESROOF / CEILINGINSULATION LOCATIONR-30VALUEMETAL STUD EXTERIOR WALL (OCCURS AT BLDG A ONLY)R-19INFORMATION ABOVE IS BASED ON ENERGY CALCULATIONS PROVIDED BY VCA GREEN, DATED01/24/2023.WOOD STUD EXTERIOR WALLR-21WOOD STUD INTERIOR WALLR-13FLOOR/CEILING INTERIOR FLOORR-19TYPICAL INSULATION VALUESROOF / CEILINGINSULATION LOCATIONR-30VALUEMETAL STUD EXTERIOR WALL (OCCURS AT BLDG A ONLY)R-19INFORMATION ABOVE IS BASED ON ENERGY CALCULATIONS PROVIDED BY VCA GREEN, DATED01/24/2023.WOOD STUD EXTERIOR WALLR-21WOOD STUD INTERIOR WALLR-13FLOOR/CEILING INTERIOR FLOORR-19AAAA06-21-23 PROPERTY LINE RESTAURANTRETAILUNITUNITUNITUNITUNITUNITUNITUNITUNITCOURTYARD4.45.2122.14.85.5TYP. 1 HOURROOF / CLGASSEMBLY9AD-21TYP. 3 HOURHORIZ. ASSEMBLY- CONCRETESTRUCTURALSLAB17AD-21TYP. 1 HOURUNIT / UNITFLR / CLGASSEMBLY1AD-21TYP."DRYCRETE"CONCRETEMAT SLAB4AD-221-HR PARTYWALLPROPERTY LINE 56781092PARKING GARAGECORR.CORR.CORR.CORR.CORR.UNITUNITUNITUNITUNIT+/-128.18'+/-138.92'124.00' Fg124.00' Fg10'-2"9'-1"9'-0 3/4"9'-1"9'-1"T.O. SLABON GRADET.O.PL3RD FLSUBFLOOR4TH FLSUBFLOOR5TH FLSUBFLOORROOF SHT'G.T.O.PLT.O.PL2ND FLSUBFLOORHDRHDRHDRHDRHDRT.O.PLT.O.PL9'-1"8'-1"8'-1"8'-1"8'-1"134.42' FF144.50' FF154.56' FF123.16' FF164.64' FFTYP. 1 HOURCORRIDORFLR / CLGASSEMBLY20AD-22.1TYP. 1 HOURROOF / CLGASSEMBLY9AD-21TYP. 1 HOURUNIT /CORRIDORASSEMBLY20AD-22.1TYP."DRYCRETE"CONCRETEMAT SLAB15AD-21WALL TOFLOORISOLATION16AD-21WALL TOSLABISOLATION24AD-221-HRCORRIDORTYP. 1 HOURUNIT / UNITFLR / CLGASSEMBLY1AD-21SHOWOVER-FRAMEDSLOPED CRICKETSSEE 16/AD-61.1 FORROOF VENTINGJUSTIFICATIONSEE 16/AD-61.1 FORROOF VENTINGJUSTIFICATION7'-0" MIN. VERTICALCLEARANCE INPARKING GARAGEBUILDING A SECTIONSA2-31SCALE:33/32"=1'-0"OVERALL BUILDING SECTION 3CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AFOR EXTERIOR WALL ASSEMBLY DETAILS,PLEASE REFERENCE THE FIRE PROTECTIONPLANS ON SHEETS A0-11 THRU A0-25SCALE:43/32"=1'-0"OVERALL BUILDING SECTION 4TYPICAL INSULATION VALUESROOF / CEILINGINSULATION LOCATIONR-30VALUEMETAL STUD EXTERIOR WALL (OCCURS AT BLDG A ONLY)R-19INFORMATION ABOVE IS BASED ON ENERGY CALCULATIONS PROVIDED BY VCA GREEN, DATED01/24/2023.WOOD STUD EXTERIOR WALLR-21WOOD STUD INTERIOR WALLR-13FLOOR/CEILING INTERIOR FLOORR-19TYPICAL INSULATION VALUESROOF / CEILINGINSULATION LOCATIONR-30VALUEMETAL STUD EXTERIOR WALL (OCCURS AT BLDG A ONLY)R-19INFORMATION ABOVE IS BASED ON ENERGY CALCULATIONS PROVIDED BY VCA GREEN, DATED01/24/2023.WOOD STUD EXTERIOR WALLR-21WOOD STUD INTERIOR WALLR-13FLOOR/CEILING INTERIOR FLOORR-19AA06-21-23 H.8M.2RP.3N.3QUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITMAILROOMUNITUNITELECUNITSTAIR A3FITNESSUNITUNITUNITUNITUNITUNIT124.70'124.15'123.16'124.13'123.72'123.16'11'-2 1/2"10'-1"8'-11 1/2"9'-1"9'-1"9'-1"T.O. SLABAT LEASINGT.O.PL3RD FLT.O. SLAB4TH FLSUBFLOOR5TH FLSUBFLOOR6TH FLSUBFLOORT.O.PLT.O.PLT.O.PL2ND FLT.O. SLABHDRHDRHDRHDR9'-1"7TH FLSUBFLOORT.O.PLHDR8'-0"8'-1"8'-1"8'-1"8'-1"ROOF SHT'G123.16' FF134.42' FF144.50' FF154.56' FF164.64' FF175.61' FF186.58' FF9'-1"9'-1"9'-1"9'-1"9'-1"T.O. SLABON GRADET.O.PL3RD FLSUBFLOOR4TH FLSUBFLOOR5TH FLSUBFLOORROOF SHT'G.T.O.PLT.O.PL2ND FLSUBFLOORHDRHDRHDRHDRHDRT.O.PLT.O.PL8'-1"8'-1"8'-1"8'-1"8'-1"144.96' FF155.04' FF165.13' FF134.88' FF124.70' FFPARKINGGARAGELRT.1P.6BAC.2CDGKG.9G.7CORR.CHUTEDISCHARGEROOMCORR.STORAGEUNITUNITUNITUNITUNITUNITUNITUNITUNITUNITPOOL EQMT.UTILITY CLOSETSTAIR A4STAIRA4CORR.RESTAURANTTRASH/LOADINGCORR.CORR.CORR.CORR.CORR.11'-9 1/8"10'-1"8'-11 1/2"9'-1"9'-1"9'-1"T.O. SLABAT RESTAURANTT.O.PL3RD FLT.O. SLAB4TH FLSUBFLOOR5TH FLSUBFLOOR6TH FLSUBFLOORT.O.PLT.O.PLT.O.PL2ND FLT.O. SLABHDRHDRHDRHDR9'-1"7TH FLSUBFLOORT.O.PLHDR8'-0"8'-1"8'-1"8'-1"8'-1"ROOF SHT'G122.66' FF134.42' FF144.50' FF154.56' FF164.64' FF175.61' FF186.58' FFTYP. 1 HOURROOF / CLGASSEMBLY9AD-21TYP. 1 HOURROOF / CLGASSEMBLY9AD-21TYP. 1 HOURUNIT / UNITFLR / CLGASSEMBLY1AD-21TYP. 3 HOURHORIZ. ASSEMBLY- CONCRETESTRUCTURALSLAB17AD-21TYP. 2 HOURHORIZ. ASSEMBLY- CONCRETESTRUCTURALSLAB13AD-21TYP."DRYCRETE"CONCRETEMAT SLAB24AD-221-HRCORRIDOR16AD-21WALL TOSLABISOLATIONTYP. 1 HOURCORRIDORFLR / CLGASSEMBLY20AD-22.1TYP. 1 HOURUNIT / UNITFLR / CLGASSEMBLY1AD-2115AD-21WALL TOFLOORISOLATIONTYP. 3 HOURHORIZ. ASSEMBLY- CONCRETESTRUCTURALSLAB17AD-21TYP."DRYCRETE"CONCRETEMAT SLABSEE 16/AD-61.1 FORROOF VENTINGJUSTIFICATIONSEE 16/AD-61.1 FORROOF VENTINGJUSTIFICATIONSEE 16/AD-61.1 FORROOF VENTINGJUSTIFICATION7'-0" MIN. VERTICALCLEARANCE INPARKING GARAGECCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ASCALE:63/32"=1'-0"OVERALL BUILDING SECTION 6SCALE:53/32"=1'-0"OVERALL BUILDING SECTION 5FOR EXTERIOR WALL ASSEMBLY DETAILS,PLEASE REFERENCE THE FIRE PROTECTIONPLANS ON SHEETS A0-11 THRU A0-25BUILDING A SECTIONSA2-32TYPICAL INSULATION VALUESROOF / CEILINGINSULATION LOCATIONR-30VALUEMETAL STUD EXTERIOR WALL (OCCURS AT BLDG A ONLY)R-19INFORMATION ABOVE IS BASED ON ENERGY CALCULATIONS PROVIDED BY VCA GREEN, DATED01/24/2023.WOOD STUD EXTERIOR WALLR-21WOOD STUD INTERIOR WALLR-13FLOOR/CEILING INTERIOR FLOORR-19TYPICAL INSULATION VALUESROOF / CEILINGINSULATION LOCATIONR-30VALUEMETAL STUD EXTERIOR WALL (OCCURS AT BLDG A ONLY)R-19INFORMATION ABOVE IS BASED ON ENERGY CALCULATIONS PROVIDED BY VCA GREEN, DATED01/24/2023.WOOD STUD EXTERIOR WALLR-21WOOD STUD INTERIOR WALLR-13FLOOR/CEILING INTERIOR FLOORR-19A06-21-23 UNITUNITUNITUNITDECKDECKDECKUNITDECKUNITUNITPROPERTY LINE AA2-402.111'-9 1/8"10'-1"8'-11 1/2"9'-1"9'-1"9'-1"1ST FL T.O. SLAB AT RESTAURANTT.O.PL3RD FL (PODIUM LEVEL) T.O. SLAB4TH FL SUBFLOOR5TH FL SUBFLOOR6TH FL SUBFLOORT.O.PLT.O.PLT.O.PL2ND FL T.O. SLAB122.66' FF134.42' FF144.50' FFHDRHDRHDRHDR9'-1"7TH FL SUBFLOORT.O.PLHDR8'-0"8'-1"8'-1"8'-1"8'-1"123.10' FGPER CIVILGRADING10-31-2022124.16' TOW9AD-211AD-214AD-2117AD-2113AD-211-HRROOF/CEILING1-HRFLOOR/CEILING3-HRFLOOR/CEILING2-HRFLOOR/CEILINGNON-RATEDDECK/CEILINGTYP.2T.O.PARAPET5'-8"6AD-61.02AD-55.13AD-55.1SEE 16/AD-61.1 FORROOF VENTINGJUSTIFICATION102.111'-9 1/8"10'-1"8'-11 1/2"9'-1"9'-1"9'-1"1ST FL T.O. SLAB AT RESTAURANTT.O.PL3RD FL (PODIUM LEVEL) T.O. SLAB4TH FL SUBFLOOR5TH FL SUBFLOOR6TH FL SUBFLOORT.O.PLT.O.PLT.O.PL2ND FL T.O. SLAB122.66' FF134.42' FF144.50' FFHDRHDRHDRHDR9'-1"7TH FL SUBFLOORT.O.PLHDR8'-0"8'-1"8'-1"8'-1"8'-1"UNITUNITUNITUNITUNITUNITBA2-40UNIT123.10' FGPER CIVILGRADING10-31-2022124.16' TOW9AD-211AD-2117AD-2113AD-211-HRROOF/CEILING1-HRFLOOR/CEILING3-HRFLOOR/CEILING2-HRFLOOR/CEILINGT.O.PARAPET5'-8"6AD-61.0SEE 16/AD-61.1 FORROOF VENTINGJUSTIFICATIONWOOD STUDSMETAL STUDS10 7AD-54.11AD-54.1CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING A WALLSECTIONSA2-40SCALE:A1/4"=1'-0"WALL SECTION 'A'SCALE:B1/4"=1'-0"WALL SECTION 'B'WALL SECTION NOTES1.STRUCTURAL MEMBERS SHOWN IN ARCHITECTURAL SECTIONS AREDIAGRAMMATIC IN NATURE AND SHOULD NOT BE RELIED UPON AS AN ACTUALREPRESENTATION OF STRUCTURAL MEMBERS. REFER TO STRUCTURALDRAWINGS FOR SIZES AND SPECIFIC CONFIGURATION OF STRUCTURALMEMBERS.2.FOR FIRE RATINGS OF WALLS SEE SHEETS A0-11 THRU A0-25.3.FOR ASSEMBLIES, FIRE RATINGS, LISTINGS AND RELATED CONSTRUCTIONDETAILS SEE4.COLUMNS & PRIMARY STRUCTURAL FRAME MEMBERS SHALL BE PROVIDEDWITH INDIVIDUAL ENCASEMENT FIRE PROTECTION AS REQUIRED BY CBCSECTIONS 704.5.FOR EXTERIOR WALL ASSEMBLY DETAILS, PLEASE REFERENCE THE FIREPROTECTION PLANS ON SHEETS A0-11 THRU A0-25-AD-28-AD-28TOTYPICAL INSULATION VALUESROOF / CEILINGINSULATION LOCATIONR-30VALUEMETAL STUD EXTERIOR WALL (OCCURS AT BLDG A ONLY)R-19-AD-28INFORMATION ABOVE IS BASED ON ENERGY CALCULATIONS PROVIDED BY VCA GREEN, DATED01/24/2023.WOOD STUD EXTERIOR WALLR-21FIRE STOPPING LEGENDUL SERIES LISTING---------------PENETRATIONDESCRIPTIONROUND BLANKOPENINGRECTANGULARBLANK OPNGBLANK OPNGWALL CHASESINGLE PIPEPENETRATIONMULTIPLEPIPE PENSINGLE PIPEWALL CHASEDRAINPER IN FLRBATH TUBPER IN FLRTOILET PENIN FLOORROUND DUCTPENETRATIONRECTANGULARDUCT PENCONCFLOORSCONC &MASONRYWALLSWOODFRAMEWALLSWOODFRAMEFLOORSC-AJ-0000C-AJ-0000C-AJ-0000C-AJ-0000C-AJ-0000C-AJ-0000C-AJ-1000C-AJ-1000W-L-0000W-L-0000W-L-1000W-L-1000C-AJ-7000C-AJ-7000C-AJ-7000C-AJ-7000F-A-2000F-A-1000F-B-1000W-L-7000W-L-7000F-C-0000F-C-1000F-C-8000F-C-1000F-C-2000F-C-2000F-C-7000F-C-70002-HR FIRE BARRIERFRAMED ASSEMBLIES3-HR HORIZONTAL SEPARATIONSECTION LEGENDCONCRETECMUELEVATION KEYNOTESRETAIL STOREFRONTMETAL GUARDRAILEPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 2 1/2" WIDE x 1 1/2" DEEPGLASS GUARDRAILMETAL CANOPYEPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 1/2" DEEP2.12133.14SIGNAGE5ART MURAL6TRELLIS78FLAT CONCRETE ROOF TILE9ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATIONELEVATION NOTES1.ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHEREOCCURS) OR TOP OF FLOOR SHT'G, U.N.O. VERIFY SLAB ELEVATION WITH CIVIL.2.EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O.3.U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE.ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS.4.PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIORWALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS.5.PROVIDE EXTERIOR WALL OPENING FLASHING PER6.EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN AFLUSH SUBSTRATE SURFACE.7.DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WINDLOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS.8.PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED ANDSURFACE-MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING.9.SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLEACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TOCLOSURE OF FRAMING.10.ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O.GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUBCONTRACTOR.11.PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL.12.REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISHSELECTIONS.13.FOR PREFINISHED ITEMS, SUBMIT MANUFACTURER'S COLOR PALETTE TO ARCHITECT FORREVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BEAVAILABLE FOR THE BID PRICE.14.MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O.15.EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS ANDGENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'S RECOMMENDATIONS.3AD-2624AD-51.03AD-51.122AD-51.0ORELEVATION LEGENDEXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOTELEVATED, INSTALL TO SEGREGATE AREAS NOT EXCEEDINGMORE THAN 144 SQ. FT. ON WALLS & NOT MORE THAN 100 SQ.FT. ON HORIZONTAL APPLICATIONS. DISTANCE BETWEENJOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION ORA LENGTH-TO-WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTSSHALL WRAP OUTSIDE CORNERS AND RETURN TO THENEAREST INSIDE CORNER.FLOOR CONTROL / DRAINAGE JOINTIN EXTERIOR CEMENT PLASTEREXTERIOR CEMENT PLASTER: WITH 16/20 FINISH, PAINTWINDOW/DOOR TRIM: EPS 3 1/2 WIDE X 1 1/2" THICK, SMOOTHFINISH, TYP, U.N.O.EXHAUST TERMINATION - SEEMECH. PROVIDE MINIMUMDISTANCE OF 3' BETWEENEXHAUST VENTS AND ANYOPENINGS INTO THE BUILDINGSMOOTH FIBER CEMENT SIDING:CONDUCTOR HEAD & OVERFLOW,COLOR TO MATCH ADJACENTSURFACE4" DIAMETER ALUMINUMDOWNSPOUT, COLOR TO MATCHADJACENT SURFACE, U.N.O.EXPOSED CMU: W/ 2" THICK MATCHING CAP AT TOP OF WALLGROUT:CONCAVE PROFILEEXPOSED CONCRETEEXTERIOR CEMENT PLASTER: O/ WRB WITH SMOOTHHARD TROWELED FINISH & PAINT-AD-51.0-AD-51.0ADHERED MASONRY VENEER:11AD-51.011AD-51.022AD-61.0-AD-XX-AD-51.014AD-61.0GFRC WAINSCOT:-AD-20PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR/CEILINGSAND ROOF/CEILINGS SHALL BE PROTECTED AS REQUIRED INCBC SEC. 714.FOR ADDITIONAL INFORMATION, SEEWOOD STUD INTERIOR WALLR-13FLOOR/CEILING INTERIOR FLOORR-1910GFRC ON 2X6 WOOD STUDS @ 16" OCA11CAST IRON RING & COVER12STORM WATER DETENTION BASIN. SEE CIVIL DRAWINGSAAABAAAAAAAA06-21-23 UNITUNITUNITUNITRESTAURANTROOF DECKPROPERTY LINE DA2-4111'-9 1/8"10'-1"8'-11 1/2"9'-1"9'-1"9'-1"1ST FL T.O. SLAB AT RESTAURANTT.O.PL3RD FL (PODIUM LEVEL) T.O. SLAB4TH FL SUBFLOOR5TH FL SUBFLOOR6TH FL SUBFLOORT.O.PLT.O.PLT.O.PL2ND FL T.O. SLAB122.66' FF134.42' FF144.50' FFHDRHDRHDRHDR9'-1"7TH FL SUBFLOORT.O.PLHDR8'-0"8'-1"8'-1"8'-1"8'-1"AVERAGE ROOF SURFACE73'-6 1/2"BUILDING HEIGHT 1AD-2117AD-211-HRFLOOR/CEILING3-HRFLOOR/CEILING8AD-211-HRROOF/CEILING142.13TYP.2AD-54RECESSEDWINDOW HEADTYP.4AD-54RECESSEDWINDOW SILLTYP.3AD-54RECESSEDWINDOW JAMBTYP.16AD-51RAILING @STUCCO WALLCAP516AD-241-HR EXTERIORNON-BEARING WALLTYP.10'-3 15/64"PER CBC 3202.3.1 CANOPIES 8FEET OR MORE ABOVE GRADESHALL NOT EXTEND INTO MORETHAN 2/3 THE WIDTH OF THESIDEWALK. 12' SIDEWALK = 8'MAX ENCROACHMENT1AD-82.17AD-54.111'-9 1/8"10'-1"8'-11 1/2"9'-1"9'-1"9'-1"1ST FL T.O. SLAB AT RESTAURANTT.O.PL3RD FL (PODIUM LEVEL) T.O. SLAB4TH FL SUBFLOOR5TH FL SUBFLOOR6TH FL SUBFLOORT.O.PLT.O.PLT.O.PL2ND FL T.O. SLAB122.66' FF134.42' FF144.50' FFHDRHDRHDRHDR9'-1"7TH FL SUBFLOORT.O.PLHDR8'-0"8'-1"8'-1"8'-1"8'-1"UNITUNITUNITUNITRESTAURANTROOF DECKPROPERTY LINE CA2-4173'-6 1/2" BUILDING HEIGHT AVERAGE ROOF SURFACE8AD-211AD-214AD-2117AD-211-HRROOF/CEILING1-HRFLOOR/CEILING3-HRFLOOR/CEILINGNON-RATEDDECK/CEILINGTYP.2142.18AD-55DECK TO WALLFLASHINGTYP.2AD-53WINDOW HEAD(STUCCO) TYP.4AD-53WINDOW SILL(STUCCO) TYP.3AD-53WINDOW JAMB(STUCCO) TYP.16AD-51RAILING @STUCCO WALLCAPST2AD-55.1GUARDRAILTYPE B TYP.20AD-242-HR EXTERIORBEARING WALLTYP.1AD-82.14'-6" 14'-8" 17'-8 1/8"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING A WALLSECTIONSA2-41SCALE:D1/4"=1'-0"WALL SECTION 'D'WALL SECTION NOTES1.STRUCTURAL MEMBERS SHOWN IN ARCHITECTURAL SECTIONS AREDIAGRAMMATIC IN NATURE AND SHOULD NOT BE RELIED UPON AS AN ACTUALREPRESENTATION OF STRUCTURAL MEMBERS. REFER TO STRUCTURALDRAWINGS FOR SIZES AND SPECIFIC CONFIGURATION OF STRUCTURALMEMBERS.2.FOR FIRE RATINGS OF WALLS SEE SHEETS A0-11 THRU A0-25.3.FOR ASSEMBLIES, FIRE RATINGS, LISTINGS AND RELATED CONSTRUCTIONDETAILS SEE4.COLUMNS & PRIMARY STRUCTURAL FRAME MEMBERS SHALL BE PROVIDEDWITH INDIVIDUAL ENCASEMENT FIRE PROTECTION AS REQUIRED BY CBCSECTIONS 704.5.FOR EXTERIOR WALL ASSEMBLY DETAILS, PLEASE REFERENCE THE FIREPROTECTION PLANS ON SHEETS A0-11 THRU A0-25-AD-28-AD-28TOTYPICAL INSULATION VALUESROOF / CEILINGINSULATION LOCATIONR-30VALUEMETAL STUD EXTERIOR WALL (OCCURS AT BLDG A ONLY)R-19-AD-28INFORMATION ABOVE IS BASED ON ENERGY CALCULATIONS PROVIDED BY VCA GREEN, DATED01/24/2023.WOOD STUD EXTERIOR WALLR-21FIRE STOPPING LEGENDUL SERIES LISTING---------------PENETRATIONDESCRIPTIONROUND BLANKOPENINGRECTANGULARBLANK OPNGBLANK OPNGWALL CHASESINGLE PIPEPENETRATIONMULTIPLEPIPE PENSINGLE PIPEWALL CHASEDRAINPER IN FLRBATH TUBPER IN FLRTOILET PENIN FLOORROUND DUCTPENETRATIONRECTANGULARDUCT PENCONCFLOORSCONC &MASONRYWALLSWOODFRAMEWALLSWOODFRAMEFLOORSC-AJ-0000C-AJ-0000C-AJ-0000C-AJ-0000C-AJ-0000C-AJ-0000C-AJ-1000C-AJ-1000W-L-0000W-L-0000W-L-1000W-L-1000C-AJ-7000C-AJ-7000C-AJ-7000C-AJ-7000F-A-2000F-A-1000F-B-1000W-L-7000W-L-7000F-C-0000F-C-1000F-C-8000F-C-1000F-C-2000F-C-2000F-C-7000F-C-70002-HR FIRE BARRIERFRAMED ASSEMBLIES3-HR HORIZONTAL SEPARATIONSECTION LEGENDCONCRETECMUELEVATION KEYNOTESRETAIL STOREFRONTMETAL GUARDRAILEPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 2 1/2" WIDE x 1 1/2" DEEPGLASS GUARDRAILMETAL CANOPYEPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 1/2" DEEP2.12133.14SIGNAGE5ART MURAL6TRELLIS78FLAT CONCRETE ROOF TILE9ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATIONELEVATION NOTES1.ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHEREOCCURS) OR TOP OF FLOOR SHT'G, U.N.O. VERIFY SLAB ELEVATION WITH CIVIL.2.EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O.3.U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE.ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS.4.PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIORWALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS.5.PROVIDE EXTERIOR WALL OPENING FLASHING PER6.EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN AFLUSH SUBSTRATE SURFACE.7.DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WINDLOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS.8.PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED ANDSURFACE-MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING.9.SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLEACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TOCLOSURE OF FRAMING.10.ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O.GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUBCONTRACTOR.11.PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL.12.REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISHSELECTIONS.13.FOR PREFINISHED ITEMS, SUBMIT MANUFACTURER'S COLOR PALETTE TO ARCHITECT FORREVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BEAVAILABLE FOR THE BID PRICE.14.MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O.15.EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS ANDGENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'S RECOMMENDATIONS.3AD-2624AD-51.03AD-51.122AD-51.0ORELEVATION LEGENDEXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOTELEVATED, INSTALL TO SEGREGATE AREAS NOT EXCEEDINGMORE THAN 144 SQ. FT. ON WALLS & NOT MORE THAN 100 SQ.FT. ON HORIZONTAL APPLICATIONS. DISTANCE BETWEENJOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION ORA LENGTH-TO-WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTSSHALL WRAP OUTSIDE CORNERS AND RETURN TO THENEAREST INSIDE CORNER.FLOOR CONTROL / DRAINAGE JOINTIN EXTERIOR CEMENT PLASTEREXTERIOR CEMENT PLASTER: WITH 16/20 FINISH, PAINTWINDOW/DOOR TRIM: EPS 3 1/2 WIDE X 1 1/2" THICK, SMOOTHFINISH, TYP, U.N.O.EXHAUST TERMINATION - SEEMECH. PROVIDE MINIMUMDISTANCE OF 3' BETWEENEXHAUST VENTS AND ANYOPENINGS INTO THE BUILDINGSMOOTH FIBER CEMENT SIDING:CONDUCTOR HEAD & OVERFLOW,COLOR TO MATCH ADJACENTSURFACE4" DIAMETER ALUMINUMDOWNSPOUT, COLOR TO MATCHADJACENT SURFACE, U.N.O.EXPOSED CMU: W/ 2" THICK MATCHING CAP AT TOP OF WALLGROUT:CONCAVE PROFILEEXPOSED CONCRETEEXTERIOR CEMENT PLASTER: O/ WRB WITH SMOOTHHARD TROWELED FINISH & PAINT-AD-51.0-AD-51.0ADHERED MASONRY VENEER:11AD-51.011AD-51.022AD-61.0-AD-XX-AD-51.014AD-61.0GFRC WAINSCOT:-AD-20PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR/CEILINGSAND ROOF/CEILINGS SHALL BE PROTECTED AS REQUIRED INCBC SEC. 714.FOR ADDITIONAL INFORMATION, SEEWOOD STUD INTERIOR WALLR-13FLOOR/CEILING INTERIOR FLOORR-1910GFRC ON 2X6 WOOD STUDS @ 16" OCA11CAST IRON RING & COVER12STORM WATER DETENTION BASIN. SEE CIVIL DRAWINGSSCALE:C1/4"=1'-0"WALL SECTION 'C'1AADCAAAAAA06-21-23 11'-9 1/8"10'-1"8'-11 1/2"9'-1"9'-1"9'-1"1ST FL T.O. SLAB AT RESTAURANTT.O.PL3RD FL (PODIUM LEVEL) T.O. SLAB4TH FL SUBFLOOR5TH FL SUBFLOOR6TH FL SUBFLOORT.O.PLT.O.PLT.O.PL2ND FL T.O. SLAB122.66' FF134.42' FF144.50' FFHDRHDRHDRHDR9'-1"7TH FL SUBFLOORT.O.PLHDR8'-0"8'-1"8'-1"8'-1"8'-1"RESTAURANTUNITUNITUNITUNITDECKDECKDECKDECKUNITDECKPROPERTY LINE EA2-429AD-211AD-2117AD-214AD-211-HRROOF/CEILING1-HRFLOOR/CEILING3-HRFLOOR/CEILINGNON-RATEDDECK/CEILINGTYP.21WINDOW HEAD(STUCCO) TYP.8AD-55DECK TO WALLFLASHINGTYP.2AD-544AD-53RECESSEDWINDOW SILLTYP.3AD-53RECESSEDWINDOW JAMBTYP.4AD-53WINDOW SILL(STUCCO) TYP.3AD-53WINDOW JAMB(STUCCO) TYP.2AD-55.12AD-55.1GUARDRAILTYPE BTYP.FIRE SPRINKLERPROTECTIONEXTENDS TO DECK20AD-242-HR EXTERIORBEARING WALLTYP.PER CBC 3202.3.1 CANOPIES 8 FEETOR MORE ABOVE GRADE SHALL NOTEXTEND INTO MORE THAN 2/3 THEWIDTH OF THE SIDEWALK. 12'SIDEWALK = 8' MAX ENCROACHMENT11'-0"T.O.PARAPET5'-8"1AD-82.16AD-61.0SEE 16/AD-61.1 FOR ROOFVENTING JUSTIFICATION2'-11"6'-8" 8"1'-3"4'-9"29.72' FF40.46' FF50.54' FF60.63' FFFA2-42C.2D9AD-3113AD-31CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING A WALLSECTIONSA2-42WALL SECTION NOTES1.STRUCTURAL MEMBERS SHOWN IN ARCHITECTURAL SECTIONS AREDIAGRAMMATIC IN NATURE AND SHOULD NOT BE RELIED UPON AS AN ACTUALREPRESENTATION OF STRUCTURAL MEMBERS. REFER TO STRUCTURALDRAWINGS FOR SIZES AND SPECIFIC CONFIGURATION OF STRUCTURALMEMBERS.2.FOR FIRE RATINGS OF WALLS SEE SHEETS A0-11 THRU A0-25.3.FOR ASSEMBLIES, FIRE RATINGS, LISTINGS AND RELATED CONSTRUCTIONDETAILS SEE4.COLUMNS & PRIMARY STRUCTURAL FRAME MEMBERS SHALL BE PROVIDEDWITH INDIVIDUAL ENCASEMENT FIRE PROTECTION AS REQUIRED BY CBCSECTIONS 704.5.FOR EXTERIOR WALL ASSEMBLY DETAILS, PLEASE REFERENCE THE FIREPROTECTION PLANS ON SHEETS A0-11 THRU A0-25-AD-28-AD-28TOTYPICAL INSULATION VALUESROOF / CEILINGINSULATION LOCATIONR-30VALUEMETAL STUD EXTERIOR WALL (OCCURS AT BLDG A ONLY)R-19-AD-28INFORMATION ABOVE IS BASED ON ENERGY CALCULATIONS PROVIDED BY VCA GREEN, DATED01/24/2023.WOOD STUD EXTERIOR WALLR-21FIRE STOPPING LEGENDUL SERIES LISTING---------------PENETRATIONDESCRIPTIONROUND BLANKOPENINGRECTANGULARBLANK OPNGBLANK OPNGWALL CHASESINGLE PIPEPENETRATIONMULTIPLEPIPE PENSINGLE PIPEWALL CHASEDRAINPER IN FLRBATH TUBPER IN FLRTOILET PENIN FLOORROUND DUCTPENETRATIONRECTANGULARDUCT PENCONCFLOORSCONC &MASONRYWALLSWOODFRAMEWALLSWOODFRAMEFLOORSC-AJ-0000C-AJ-0000C-AJ-0000C-AJ-0000C-AJ-0000C-AJ-0000C-AJ-1000C-AJ-1000W-L-0000W-L-0000W-L-1000W-L-1000C-AJ-7000C-AJ-7000C-AJ-7000C-AJ-7000F-A-2000F-A-1000F-B-1000W-L-7000W-L-7000F-C-0000F-C-1000F-C-8000F-C-1000F-C-2000F-C-2000F-C-7000F-C-70002-HR FIRE BARRIERFRAMED ASSEMBLIES3-HR HORIZONTAL SEPARATIONSECTION LEGENDCONCRETECMUELEVATION KEYNOTESRETAIL STOREFRONTMETAL GUARDRAILEPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 2 1/2" WIDE x 1 1/2" DEEPGLASS GUARDRAILMETAL CANOPYEPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 1/2" DEEP2.12133.14SIGNAGE5ART MURAL6TRELLIS78FLAT CONCRETE ROOF TILE9ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATIONELEVATION NOTES1.ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHEREOCCURS) OR TOP OF FLOOR SHT'G, U.N.O. VERIFY SLAB ELEVATION WITH CIVIL.2.EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O.3.U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE.ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS.4.PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIORWALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS.5.PROVIDE EXTERIOR WALL OPENING FLASHING PER6.EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN AFLUSH SUBSTRATE SURFACE.7.DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WINDLOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS.8.PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED ANDSURFACE-MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING.9.SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLEACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TOCLOSURE OF FRAMING.10.ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O.GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUBCONTRACTOR.11.PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL.12.REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISHSELECTIONS.13.FOR PREFINISHED ITEMS, SUBMIT MANUFACTURER'S COLOR PALETTE TO ARCHITECT FORREVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BEAVAILABLE FOR THE BID PRICE.14.MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O.15.EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS ANDGENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'S RECOMMENDATIONS.3AD-2624AD-51.03AD-51.122AD-51.0ORELEVATION LEGENDEXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOTELEVATED, INSTALL TO SEGREGATE AREAS NOT EXCEEDINGMORE THAN 144 SQ. FT. ON WALLS & NOT MORE THAN 100 SQ.FT. ON HORIZONTAL APPLICATIONS. DISTANCE BETWEENJOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION ORA LENGTH-TO-WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTSSHALL WRAP OUTSIDE CORNERS AND RETURN TO THENEAREST INSIDE CORNER.FLOOR CONTROL / DRAINAGE JOINTIN EXTERIOR CEMENT PLASTEREXTERIOR CEMENT PLASTER: WITH 16/20 FINISH, PAINTWINDOW/DOOR TRIM: EPS 3 1/2 WIDE X 1 1/2" THICK, SMOOTHFINISH, TYP, U.N.O.EXHAUST TERMINATION - SEEMECH. PROVIDE MINIMUMDISTANCE OF 3' BETWEENEXHAUST VENTS AND ANYOPENINGS INTO THE BUILDINGSMOOTH FIBER CEMENT SIDING:CONDUCTOR HEAD & OVERFLOW,COLOR TO MATCH ADJACENTSURFACE4" DIAMETER ALUMINUMDOWNSPOUT, COLOR TO MATCHADJACENT SURFACE, U.N.O.EXPOSED CMU: W/ 2" THICK MATCHING CAP AT TOP OF WALLGROUT:CONCAVE PROFILEEXPOSED CONCRETEEXTERIOR CEMENT PLASTER: O/ WRB WITH SMOOTHHARD TROWELED FINISH & PAINT-AD-51.0-AD-51.0ADHERED MASONRY VENEER:11AD-51.011AD-51.022AD-61.0-AD-XX-AD-51.014AD-61.0GFRC WAINSCOT:-AD-20PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR/CEILINGSAND ROOF/CEILINGS SHALL BE PROTECTED AS REQUIRED INCBC SEC. 714.FOR ADDITIONAL INFORMATION, SEEWOOD STUD INTERIOR WALLR-13FLOOR/CEILING INTERIOR FLOORR-1910GFRC ON 2X6 WOOD STUDS @ 16" OCA11CAST IRON RING & COVER12STORM WATER DETENTION BASIN. SEE CIVIL DRAWINGSSCALE:E1/4"=1'-0"WALL SECTION 'E'SCALE:F1/4"=1'-0"WALL SECTION 'F'AEAFAA06-21-23 UNITUNITUNITUNITDECKDECKDECKPATIOUNITDECK10'-2"9'-1"9'-0 3/4"9'-1"9'-1"T.O. SLABON GRADET.O.PL3RD FL SUBFLOOR4TH FL SUBFLOOR5TH FL SUBFLOORROOF SHT'G.T.O.PLT.O.PL2ND FL SUBFLOORHDRHDRHDRHDRHDRT.O.PLT.O.PL9'-1"8'-1"8'-1"8'-1"8'-1"134.42' FF144.50' FF154.56' FF123.16' FF164.64' FFGA2-43125.80' TOW9AD-211AD-214AD-211-HRROOF/CEILING1-HRFLOOR/CEILINGNON-RATEDDECK/CEILINGTYP.22AD-61PARAPETFLASHING,CAP SHEETWINDOW HEAD(STUCCO) TYP.2AD-544AD-53RECESSEDWINDOW SILLTYP.3AD-53RECESSEDWINDOW JAMBTYP.4AD-53WINDOW SILL(STUCCO) TYP.3AD-53WINDOW JAMB(STUCCO) TYP.2AD-55.1GUARDRAILTYPE BTYP.FIRE SPRINKLERPROTECTIONEXTENDS TO DECK20AD-242-HR EXTERIORBEARING WALLTYP.T.O.PARAPET5'-4"2AD-61.01AD-55.1SEE 16/AD-61.1 FORROOF VENTINGJUSTIFICATION11'-2 1/2"10'-1"8'-11 1/2"9'-1"9'-1"9'-1"1ST FL T.O. SLAB AT LEASINGT.O.PL3RD FL (PODIUM LEVEL) T.O. SLAB4TH FL SUBFLOOR5TH FL SUBFLOOR6TH FL SUBFLOORT.O.PLT.O.PLT.O.PL2ND FL T.O. SLAB123.21' FF134.42' FF144.50' FFHDRHDRHDRHDR9'-1"7TH FL SUBFLOORT.O.PLHDR8'-0"8'-1"8'-1"8'-1"8'-1"HA2-43MLH.83&4AD-53RECESSEDWINDOW SILLTYP.1AD-2117AD-211-HRFLOOR/CEILING3-HRFLOOR/CEILING13AD-212-HRFLOOR/CEILING9AD-211-HRROOF/CEILING16AD-241-HR EXTERIORNON-BEARINGWALL TYP.T.O.PARAPET7'-4"2AD-61.04AD-55.1SEE 16/AD-61.1 FORROOF VENTINGJUSTIFICATIONCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING A WALLSECTIONSA2-43WALL SECTION NOTES1.STRUCTURAL MEMBERS SHOWN IN ARCHITECTURAL SECTIONS AREDIAGRAMMATIC IN NATURE AND SHOULD NOT BE RELIED UPON AS AN ACTUALREPRESENTATION OF STRUCTURAL MEMBERS. REFER TO STRUCTURALDRAWINGS FOR SIZES AND SPECIFIC CONFIGURATION OF STRUCTURALMEMBERS.2.FOR FIRE RATINGS OF WALLS SEE SHEETS A0-11 THRU A0-25.3.FOR ASSEMBLIES, FIRE RATINGS, LISTINGS AND RELATED CONSTRUCTIONDETAILS SEE4.COLUMNS & PRIMARY STRUCTURAL FRAME MEMBERS SHALL BE PROVIDEDWITH INDIVIDUAL ENCASEMENT FIRE PROTECTION AS REQUIRED BY CBCSECTIONS 704.5.FOR EXTERIOR WALL ASSEMBLY DETAILS, PLEASE REFERENCE THE FIREPROTECTION PLANS ON SHEETS A0-11 THRU A0-25-AD-28-AD-28TOTYPICAL INSULATION VALUESROOF / CEILINGINSULATION LOCATIONR-30VALUEMETAL STUD EXTERIOR WALL (OCCURS AT BLDG A ONLY)R-19-AD-28INFORMATION ABOVE IS BASED ON ENERGY CALCULATIONS PROVIDED BY VCA GREEN, DATED01/24/2023.WOOD STUD EXTERIOR WALLR-21FIRE STOPPING LEGENDUL SERIES LISTING---------------PENETRATIONDESCRIPTIONROUND BLANKOPENINGRECTANGULARBLANK OPNGBLANK OPNGWALL CHASESINGLE PIPEPENETRATIONMULTIPLEPIPE PENSINGLE PIPEWALL CHASEDRAINPER IN FLRBATH TUBPER IN FLRTOILET PENIN FLOORROUND DUCTPENETRATIONRECTANGULARDUCT PENCONCFLOORSCONC &MASONRYWALLSWOODFRAMEWALLSWOODFRAMEFLOORSC-AJ-0000C-AJ-0000C-AJ-0000C-AJ-0000C-AJ-0000C-AJ-0000C-AJ-1000C-AJ-1000W-L-0000W-L-0000W-L-1000W-L-1000C-AJ-7000C-AJ-7000C-AJ-7000C-AJ-7000F-A-2000F-A-1000F-B-1000W-L-7000W-L-7000F-C-0000F-C-1000F-C-8000F-C-1000F-C-2000F-C-2000F-C-7000F-C-70002-HR FIRE BARRIERFRAMED ASSEMBLIES3-HR HORIZONTAL SEPARATIONSECTION LEGENDCONCRETECMUELEVATION KEYNOTESRETAIL STOREFRONTMETAL GUARDRAILEPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 2 1/2" WIDE x 1 1/2" DEEPGLASS GUARDRAILMETAL CANOPYEPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 1/2" DEEP2.12133.14SIGNAGE5ART MURAL6TRELLIS78FLAT CONCRETE ROOF TILE9ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATIONELEVATION NOTES1.ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHEREOCCURS) OR TOP OF FLOOR SHT'G, U.N.O. VERIFY SLAB ELEVATION WITH CIVIL.2.EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O.3.U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE.ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS.4.PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIORWALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS.5.PROVIDE EXTERIOR WALL OPENING FLASHING PER6.EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN AFLUSH SUBSTRATE SURFACE.7.DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WINDLOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS.8.PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED ANDSURFACE-MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING.9.SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLEACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TOCLOSURE OF FRAMING.10.ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O.GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUBCONTRACTOR.11.PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL.12.REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISHSELECTIONS.13.FOR PREFINISHED ITEMS, SUBMIT MANUFACTURER'S COLOR PALETTE TO ARCHITECT FORREVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BEAVAILABLE FOR THE BID PRICE.14.MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O.15.EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS ANDGENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'S RECOMMENDATIONS.3AD-2624AD-51.03AD-51.122AD-51.0ORELEVATION LEGENDEXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOTELEVATED, INSTALL TO SEGREGATE AREAS NOT EXCEEDINGMORE THAN 144 SQ. FT. ON WALLS & NOT MORE THAN 100 SQ.FT. ON HORIZONTAL APPLICATIONS. DISTANCE BETWEENJOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION ORA LENGTH-TO-WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTSSHALL WRAP OUTSIDE CORNERS AND RETURN TO THENEAREST INSIDE CORNER.FLOOR CONTROL / DRAINAGE JOINTIN EXTERIOR CEMENT PLASTEREXTERIOR CEMENT PLASTER: WITH 16/20 FINISH, PAINTWINDOW/DOOR TRIM: EPS 3 1/2 WIDE X 1 1/2" THICK, SMOOTHFINISH, TYP, U.N.O.EXHAUST TERMINATION - SEEMECH. PROVIDE MINIMUMDISTANCE OF 3' BETWEENEXHAUST VENTS AND ANYOPENINGS INTO THE BUILDINGSMOOTH FIBER CEMENT SIDING:CONDUCTOR HEAD & OVERFLOW,COLOR TO MATCH ADJACENTSURFACE4" DIAMETER ALUMINUMDOWNSPOUT, COLOR TO MATCHADJACENT SURFACE, U.N.O.EXPOSED CMU: W/ 2" THICK MATCHING CAP AT TOP OF WALLGROUT:CONCAVE PROFILEEXPOSED CONCRETEEXTERIOR CEMENT PLASTER: O/ WRB WITH SMOOTHHARD TROWELED FINISH & PAINT-AD-51.0-AD-51.0ADHERED MASONRY VENEER:11AD-51.011AD-51.022AD-61.0-AD-XX-AD-51.014AD-61.0GFRC WAINSCOT:-AD-20PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR/CEILINGSAND ROOF/CEILINGS SHALL BE PROTECTED AS REQUIRED INCBC SEC. 714.FOR ADDITIONAL INFORMATION, SEEWOOD STUD INTERIOR WALLR-13FLOOR/CEILING INTERIOR FLOORR-1910GFRC ON 2X6 WOOD STUDS @ 16" OCA11CAST IRON RING & COVER12STORM WATER DETENTION BASIN. SEE CIVIL DRAWINGSSCALE:G1/4"=1'-0"WALL SECTION 'G'AGASCALE:H1/4"=1'-0"WALL SECTION 'H'HAA06-21-23 RETAILKA2-4411'-5"10'-1"1ST FL T.O. SLAB AT RETAIL3RD FL (PODIUMLEVEL) T.O. SLAB2ND FL T.O. SLAB123.00' FF134.42' FF144.50' FF17AD-213-HRFLOOR/CEILING7AD-55.1POOL GLASSGUARDRAIL4AD-53RECESSEDWINDOW SILLTYP.2AD-83CANOPY3AD-83STOREFRONTSILL TYP.RETAILJA2-4411'-5"10'-1"1ST FL T.O. SLAB AT RETAIL3RD FL (PODIUMLEVEL) T.O. SLAB2ND FL T.O. SLAB123.00' FF134.42' FF144.50' FF17AD-213-HRFLOOR/CEILING7AD-55.1POOL GLASSGUARDRAIL4AD-53RECESSEDWINDOW SILLTYP.2AD-83CANOPY3AD-83STOREFRONTSILL TYP.88.81112PARKINGGARAGEDRIVEWAY5'-0"7'-0"2'-7 3/8"13'-3"12'-0"BUILDING A WALLSECTIONSA2-44CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AWALL SECTION NOTES1.STRUCTURAL MEMBERS SHOWN IN ARCHITECTURAL SECTIONS AREDIAGRAMMATIC IN NATURE AND SHOULD NOT BE RELIED UPON AS AN ACTUALREPRESENTATION OF STRUCTURAL MEMBERS. REFER TO STRUCTURALDRAWINGS FOR SIZES AND SPECIFIC CONFIGURATION OF STRUCTURALMEMBERS.2.FOR FIRE RATINGS OF WALLS SEE SHEETS A0-11 THRU A0-25.3.FOR ASSEMBLIES, FIRE RATINGS, LISTINGS AND RELATED CONSTRUCTIONDETAILS SEE4.COLUMNS & PRIMARY STRUCTURAL FRAME MEMBERS SHALL BE PROVIDEDWITH INDIVIDUAL ENCASEMENT FIRE PROTECTION AS REQUIRED BY CBCSECTIONS 704.5.FOR EXTERIOR WALL ASSEMBLY DETAILS, PLEASE REFERENCE THE FIREPROTECTION PLANS ON SHEETS A0-11 THRU A0-25-AD-28-AD-28TOTYPICAL INSULATION VALUESROOF / CEILINGINSULATION LOCATIONR-30VALUEMETAL STUD EXTERIOR WALL (OCCURS AT BLDG A ONLY)R-19-AD-28INFORMATION ABOVE IS BASED ON ENERGY CALCULATIONS PROVIDED BY VCA GREEN, DATED01/24/2023.WOOD STUD EXTERIOR WALLR-21FIRE STOPPING LEGENDUL SERIES LISTING---------------PENETRATIONDESCRIPTIONROUND BLANKOPENINGRECTANGULARBLANK OPNGBLANK OPNGWALL CHASESINGLE PIPEPENETRATIONMULTIPLEPIPE PENSINGLE PIPEWALL CHASEDRAINPER IN FLRBATH TUBPER IN FLRTOILET PENIN FLOORROUND DUCTPENETRATIONRECTANGULARDUCT PENCONCFLOORSCONC &MASONRYWALLSWOODFRAMEWALLSWOODFRAMEFLOORSC-AJ-0000C-AJ-0000C-AJ-0000C-AJ-0000C-AJ-0000C-AJ-0000C-AJ-1000C-AJ-1000W-L-0000W-L-0000W-L-1000W-L-1000C-AJ-7000C-AJ-7000C-AJ-7000C-AJ-7000F-A-2000F-A-1000F-B-1000W-L-7000W-L-7000F-C-0000F-C-1000F-C-8000F-C-1000F-C-2000F-C-2000F-C-7000F-C-70002-HR FIRE BARRIERFRAMED ASSEMBLIES3-HR HORIZONTAL SEPARATIONSECTION LEGENDCONCRETECMUELEVATION KEYNOTESRETAIL STOREFRONTMETAL GUARDRAILEPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 2 1/2" WIDE x 1 1/2" DEEPGLASS GUARDRAILMETAL CANOPYEPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 1/2" DEEP2.12133.14SIGNAGE5ART MURAL6TRELLIS78FLAT CONCRETE ROOF TILE9ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATIONELEVATION NOTES1.ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHEREOCCURS) OR TOP OF FLOOR SHT'G, U.N.O. VERIFY SLAB ELEVATION WITH CIVIL.2.EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O.3.U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE.ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS.4.PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIORWALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS.5.PROVIDE EXTERIOR WALL OPENING FLASHING PER6.EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN AFLUSH SUBSTRATE SURFACE.7.DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WINDLOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS.8.PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED ANDSURFACE-MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING.9.SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLEACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TOCLOSURE OF FRAMING.10.ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O.GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUBCONTRACTOR.11.PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL.12.REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISHSELECTIONS.13.FOR PREFINISHED ITEMS, SUBMIT MANUFACTURER'S COLOR PALETTE TO ARCHITECT FORREVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BEAVAILABLE FOR THE BID PRICE.14.MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O.15.EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS ANDGENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'S RECOMMENDATIONS.3AD-2624AD-51.03AD-51.122AD-51.0ORELEVATION LEGENDEXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOTELEVATED, INSTALL TO SEGREGATE AREAS NOT EXCEEDINGMORE THAN 144 SQ. FT. ON WALLS & NOT MORE THAN 100 SQ.FT. ON HORIZONTAL APPLICATIONS. DISTANCE BETWEENJOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION ORA LENGTH-TO-WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTSSHALL WRAP OUTSIDE CORNERS AND RETURN TO THENEAREST INSIDE CORNER.FLOOR CONTROL / DRAINAGE JOINTIN EXTERIOR CEMENT PLASTEREXTERIOR CEMENT PLASTER: WITH 16/20 FINISH, PAINTWINDOW/DOOR TRIM: EPS 3 1/2 WIDE X 1 1/2" THICK, SMOOTHFINISH, TYP, U.N.O.EXHAUST TERMINATION - SEEMECH. PROVIDE MINIMUMDISTANCE OF 3' BETWEENEXHAUST VENTS AND ANYOPENINGS INTO THE BUILDINGSMOOTH FIBER CEMENT SIDING:CONDUCTOR HEAD & OVERFLOW,COLOR TO MATCH ADJACENTSURFACE4" DIAMETER ALUMINUMDOWNSPOUT, COLOR TO MATCHADJACENT SURFACE, U.N.O.EXPOSED CMU: W/ 2" THICK MATCHING CAP AT TOP OF WALLGROUT:CONCAVE PROFILEEXPOSED CONCRETEEXTERIOR CEMENT PLASTER: O/ WRB WITH SMOOTHHARD TROWELED FINISH & PAINT-AD-51.0-AD-51.0ADHERED MASONRY VENEER:11AD-51.011AD-51.022AD-61.0-AD-XX-AD-51.014AD-61.0GFRC WAINSCOT:-AD-20PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR/CEILINGSAND ROOF/CEILINGS SHALL BE PROTECTED AS REQUIRED INCBC SEC. 714.FOR ADDITIONAL INFORMATION, SEEWOOD STUD INTERIOR WALLR-13FLOOR/CEILING INTERIOR FLOORR-1910GFRC ON 2X6 WOOD STUDS @ 16" OCA11CAST IRON RING & COVER12STORM WATER DETENTION BASIN. SEE CIVIL DRAWINGSSCALE:J1/4"=1'-0"WALL SECTION 'J'AJASCALE:K1/4"=1'-0"WALL SECTION 'K'KSCALE:N1/4"=1'-0"STORM WATER DETENTION BASIN SECTIONANA06-21-23 UNITUNITUNITUNITELECTRICAL RM.9'-2"9'-1"9'-0 3/4"9'-1"9'-1"T.O. SLABON GRADET.O.PL3RD FL SUBFLOOR4TH FL SUBFLOOR5TH FL SUBFLOORROOF SHT'G.T.O.PLT.O.PL2ND FL SUBFLOORHDRHDRHDRHDRHDRT.O.PLT.O.PL8'-1"8'-1"8'-1"8'-1"8'-1"134.42' FF144.50' FF154.56' FF124.15' FF164.64' FFLA2-439AD-211AD-211-HRROOF/CEILING1-HRFLOOR/CEILINGSEE 16/AD-61.1 FORROOF VENTINGJUSTIFICATION2AD-54RECESSEDWINDOW HEADTYP.3AD-54RECESSEDWINDOW JAMBTYP.4AD-54RECESSEDWINDOW SILLTYP.3TYP.10'-2"9'-1"9'-0 3/4"9'-1"9'-1"T.O. SLABON GRADET.O.PL3RD FL SUBFLOOR4TH FL SUBFLOOR5TH FL SUBFLOORROOF SHT'G.T.O.PLT.O.PL2ND FL SUBFLOORHDRHDRHDRHDRHDRT.O.PLT.O.PL9'-1"8'-1"8'-1"8'-1"8'-1"134.42' FF144.50' FF154.56' FF123.16' FF164.64' FFUNITUNITUNITUNITUNITMA2-439AD-211AD-211-HRROOF/CEILING1-HRFLOOR/CEILINGSEE 16/AD-61.1 FORROOF VENTINGJUSTIFICATION2AD-54RECESSEDWINDOW HEADTYP.3AD-54RECESSEDWINDOW JAMBTYP.4AD-54RECESSEDWINDOW SILLTYP.3TYP.BUILDING A WALLSECTIONSA2-45BUILDING#AASCALE:M1/4"=1'-0"WALL SECTION 'M'MWALL SECTION NOTES1.STRUCTURAL MEMBERS SHOWN IN ARCHITECTURAL SECTIONS AREDIAGRAMMATIC IN NATURE AND SHOULD NOT BE RELIED UPON AS AN ACTUALREPRESENTATION OF STRUCTURAL MEMBERS. REFER TO STRUCTURALDRAWINGS FOR SIZES AND SPECIFIC CONFIGURATION OF STRUCTURALMEMBERS.2.FOR FIRE RATINGS OF WALLS SEE SHEETS A0-11 THRU A0-25.3.FOR ASSEMBLIES, FIRE RATINGS, LISTINGS AND RELATED CONSTRUCTIONDETAILS SEE4.COLUMNS & PRIMARY STRUCTURAL FRAME MEMBERS SHALL BE PROVIDEDWITH INDIVIDUAL ENCASEMENT FIRE PROTECTION AS REQUIRED BY CBCSECTIONS 704.5.FOR EXTERIOR WALL ASSEMBLY DETAILS, PLEASE REFERENCE THE FIREPROTECTION PLANS ON SHEETS A0-11 THRU A0-25-AD-28-AD-28TOTYPICAL INSULATION VALUESROOF / CEILINGINSULATION LOCATIONR-30VALUEMETAL STUD EXTERIOR WALL (OCCURS AT BLDG A ONLY)R-19-AD-28INFORMATION ABOVE IS BASED ON ENERGY CALCULATIONS PROVIDED BY VCA GREEN, DATED01/24/2023.WOOD STUD EXTERIOR WALLR-21FIRE STOPPING LEGENDUL SERIES LISTING---------------PENETRATIONDESCRIPTIONROUND BLANKOPENINGRECTANGULARBLANK OPNGBLANK OPNGWALL CHASESINGLE PIPEPENETRATIONMULTIPLEPIPE PENSINGLE PIPEWALL CHASEDRAINPER IN FLRBATH TUBPER IN FLRTOILET PENIN FLOORROUND DUCTPENETRATIONRECTANGULARDUCT PENCONCFLOORSCONC &MASONRYWALLSWOODFRAMEWALLSWOODFRAMEFLOORSC-AJ-0000C-AJ-0000C-AJ-0000C-AJ-0000C-AJ-0000C-AJ-0000C-AJ-1000C-AJ-1000W-L-0000W-L-0000W-L-1000W-L-1000C-AJ-7000C-AJ-7000C-AJ-7000C-AJ-7000F-A-2000F-A-1000F-B-1000W-L-7000W-L-7000F-C-0000F-C-1000F-C-8000F-C-1000F-C-2000F-C-2000F-C-7000F-C-70002-HR FIRE BARRIERFRAMED ASSEMBLIES3-HR HORIZONTAL SEPARATIONSECTION LEGENDCONCRETECMUELEVATION KEYNOTESRETAIL STOREFRONTMETAL GUARDRAILEPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 2 1/2" WIDE x 1 1/2" DEEPGLASS GUARDRAILMETAL CANOPYEPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 1/2" DEEP2.12133.14SIGNAGE5ART MURAL6TRELLIS78FLAT CONCRETE ROOF TILE9ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATIONELEVATION NOTES1.ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHEREOCCURS) OR TOP OF FLOOR SHT'G, U.N.O. VERIFY SLAB ELEVATION WITH CIVIL.2.EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O.3.U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE.ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS.4.PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIORWALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS.5.PROVIDE EXTERIOR WALL OPENING FLASHING PER6.EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN AFLUSH SUBSTRATE SURFACE.7.DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WINDLOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS.8.PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED ANDSURFACE-MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING.9.SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLEACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TOCLOSURE OF FRAMING.10.ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O.GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUBCONTRACTOR.11.PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL.12.REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISHSELECTIONS.13.FOR PREFINISHED ITEMS, SUBMIT MANUFACTURER'S COLOR PALETTE TO ARCHITECT FORREVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BEAVAILABLE FOR THE BID PRICE.14.MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O.15.EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS ANDGENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'S RECOMMENDATIONS.3AD-2624AD-51.03AD-51.122AD-51.0ORELEVATION LEGENDEXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOTELEVATED, INSTALL TO SEGREGATE AREAS NOT EXCEEDINGMORE THAN 144 SQ. FT. ON WALLS & NOT MORE THAN 100 SQ.FT. ON HORIZONTAL APPLICATIONS. DISTANCE BETWEENJOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION ORA LENGTH-TO-WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTSSHALL WRAP OUTSIDE CORNERS AND RETURN TO THENEAREST INSIDE CORNER.FLOOR CONTROL / DRAINAGE JOINTIN EXTERIOR CEMENT PLASTEREXTERIOR CEMENT PLASTER: WITH 16/20 FINISH, PAINTWINDOW/DOOR TRIM: EPS 3 1/2 WIDE X 1 1/2" THICK, SMOOTHFINISH, TYP, U.N.O.EXHAUST TERMINATION - SEEMECH. PROVIDE MINIMUMDISTANCE OF 3' BETWEENEXHAUST VENTS AND ANYOPENINGS INTO THE BUILDINGSMOOTH FIBER CEMENT SIDING:CONDUCTOR HEAD & OVERFLOW,COLOR TO MATCH ADJACENTSURFACE4" DIAMETER ALUMINUMDOWNSPOUT, COLOR TO MATCHADJACENT SURFACE, U.N.O.EXPOSED CMU: W/ 2" THICK MATCHING CAP AT TOP OF WALLGROUT:CONCAVE PROFILEEXPOSED CONCRETEEXTERIOR CEMENT PLASTER: O/ WRB WITH SMOOTHHARD TROWELED FINISH & PAINT-AD-51.0-AD-51.0ADHERED MASONRY VENEER:11AD-51.011AD-51.022AD-61.0-AD-XX-AD-51.014AD-61.0GFRC WAINSCOT:-AD-20PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR/CEILINGSAND ROOF/CEILINGS SHALL BE PROTECTED AS REQUIRED INCBC SEC. 714.FOR ADDITIONAL INFORMATION, SEEWOOD STUD INTERIOR WALLR-13FLOOR/CEILING INTERIOR FLOORR-1910GFRC ON 2X6 WOOD STUDS @ 16" OCA11CAST IRON RING & COVER12STORM WATER DETENTION BASIN. SEE CIVIL DRAWINGSCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ASCALE:L1/4"=1'-0"WALL SECTION 'L'ALAA06-21-23 CORRIDORVENTILATIONSHAFTCORRIDORVENTILATIONSHAFTCORRIDORVENTILATIONSHAFTSPSPFECFECFECFEC 12159101316181923B.1H.8LLMMNN12159101316181923B.1H.8LLMMNNELECLVELECLV ELECLVELECLV LV ELECLVELECLVELECELEC LVLVELECLVELECLVELECLVELEC141517BCEFGHDJA123202221467811KH.9H.7AKE.8H.3D.3D.7F.519.4UPUPUPUPUP 5%UP 5%131.71'131.70' FS10.54' CH127.30' FS125.37' FS10.00' CH130.30' FS11.09' CH125.37' FS10.00' CH126.70'126.70' FS126.70' FS128.76'130.30'130.30' FS11.09' CH130.30'131.84' FS10.63' CH131.84' FS10.63' CH131.84'131.61'130.05'126.70' FS125.85' FSPER CIVILGRADING02-07-23126.70'126.07'125.73'126.70'126.70' FS10.19' CH125.77' FS125.73'127.01' FS127.30' FS126.70'126.62'126.62'126.70'125.78' FSPER CIVILGRADING02-07-239.56' CH125.85' FSPER CIVILGRADING02-07-239.49' CH125.81' FS126.20' FS125.20' FS126.20' FS126.30' FS125.77' FS9.57' CH126.70' FS10.19' CH126.06' FS9.76' CH126.45 FS'126.70' FS10.19' CH127.30' FS11.09' CH127.30' FS11.09' CH128.80' FS11.09' CH128.80' FS11.09' CH130.30' FS11.09' CH130.30' FS11.09' CH131.84' FS10.63' CH133.34' FS10.63' CH133.34' FS10.63' CH131.71'125.57'125.85' FS8.74' CHUP 5%UP 2%PARCELFEC FECFECUP 3% 3.5%4.0%ELECTRICALROOMSTAIR B1STAIR B2STAIR B3STAIR B4ELEV. B1ELEV. B2ELECLVUPDN 6.5%UPDNUPUPDN 6.07%UPGGDN 8% DN 4.67% ELEC LV DN 4.67%DN 4.67%DN 4.67%UP126.70'126.34'126.34'126.00'126.00'126.70'126.00'126.70'125.05'126.62'125.40'123.74'126.00' TSS126.00'125.07'125.93'125.02'126.70' TSS126.70' TSS126.70'124.42'DN 1.5%124.30'124.42'1%1%125.86'124.27'126.55'124.26'1.1%1%1%1%126.61'124.95'126.61'124.95'126.70' TSS126.00'126.70'125.57'126.70'125.57'126.70'T.CURB1%1%126.00'126.34'4.67%4.67%DNDN4.67%4.67%DNDN8%DN1.7%125.07'126.60'126.70' TSS125.85' TSS126.20' TSS0.17'VARIESVARIESVARIES6"6"VARIESVARIES6"6"6"VARIES6"VARIES2.10'6"VARIES3.60'6"VARIES6"VARIESVARIES5.98'1A2-612A2-601A2-602A2-611A2-622A2-623A2-6211A2-70A2-7022A2-70A2-70AA2-80BA2-80AA2-81BA2-81AAAAA2-82AAA2-83BA2-83AUNIT 2.2P-RB102A5-26UNIT 0.2AB101A5-02UNIT 1.3BB104A5-14UNIT 1.1F-RB103A5-12UNIT 4.1L-RB105A5-44UNIT 4.2A-RB106A5-45UNIT 3.1AB107A5-31UNIT 2.2G-RB108A5-25UNIT 1.1GB109A5-12UNIT 1.1HB110A5-12UNIT 4.2AB112A5-45UNIT 2.2LB114A5-26UNIT 3.2CB111A5-32UNIT 2.3AB113A5-27NA2-44CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING B FIRSTLEVEL SLAB PLANA2-51SFLOOR DRAINFDSLAB PLAN NOTESSYMBOL LEGENDDIRECTION OF SLOPE - 1/4" / FT U.N.O. FOR POOL DECK DRAINAGE, SEELANDSCAPE PLANS. INFORMATION SHOWN ON ARCHITECTURALDRAWINGS IS FOR REFERENCE ONLYCONCRETE SLAB ON GRADE OR ELEVATED CONCRETE SLABDEPRESSED SLOPED CONCRETE STRUCTURAL SLAB TO RECEIVEWATERPROOFING SYSTEM WITH CONCRETE TOPPING SLAB. 4"DEPRESSION FROM TOP OF SLOPE (WHERE OCCURS), TYP. U.N.O.DEPRESSED VAULT AT POOL DECK TO RECEIVE VAULT WATERPROOFINGSYSTEM, STRUCTURAL FOAM SLOPED WITH CONCRETE SLAB THENPODIUM WATERPROOFING SYSTEM WITH SAND-SET PAVERS ORLANDSCAPE FEATURE - SEE STRUCTURAL & LANDSCAPE FORADDITIONAL INFORMATION1.TYPICAL DIMENSIONS ARE PROVIDED ON ARCHITECTURAL FLOORPLANS. ADDITIONALDIMENSIONS ON SLAB PLAN ARE TO FACE OF CONCRETE, TYP, U.N.O. SEE "SLAB & FRAMINGALIGNMENT" DETAIL BELOW.2.SEE CIVIL PLANS FOR FINISH SURFACE ELEVATIONS OF CONCRETE SLABS, TYP.3.AT GARAGES, MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROMACCESSIBLE PARKING, INCLUDING ADJACENT AISLE - SEE FLOORPLANS. MAINTAIN 7'-0" MINCLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. COORDINATE ALL UTILITIES, FIXTURES,SUPPORTS, ETC. ACCORDINGLY.4.REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FORADDITIONAL INFORMATION. IT IS THE CONCRETE CONTRACTOR'S RESPONSIBILITY TOIDENTIFY ANY DISCREPANCY PRIOR TO THE POUR AND NOTIFY THE GENERALCONTRACTOR AND ARCHITECT FOR CORRECTIVE MEASURES.5.PROVIDE CONCRETE BLOCKOUT AT TUB DRAINS.6.PRIOR TO REQUESTING A FOUNDATION INSPECTION, GEOTECHNICAL CONSULTANT SHALLREVIEW AND APPROVE THE FOUNDATION EXCAVATIONS.7.PROVIDE PENETRATION FIRESTOP SYSTEMS PER8.AT DEPRESSED AREAS, SLOPES INIDCATED SHALL APPLY TO BOTH FINISH SURFACE ANDCONCRETE SUBSTRATE, TYP. U.N.O.9.PROVIDE VAPOR BARRIER BELOW ON-GRADE SLABS WHERE MOISTURE-SENSITIVE FLOORCOVERINGS OCCUR OR AS OTHERWISE RECOMMENDED BY GEOTECHNICAL ENGINEER -SEE GEOTECH REPORT.10.ADDITIONAL EMBED PLATES MAY OCCUR - SEE STRUCTURAL AND LANDSCAPE DRAWINGSFOR LOCATIONS AND ADDITIONAL REQUIREMENTS. COORDINATE ANY DESIGN / BUILDELEMENTS THAT MAY REQUIRE EMBED PLATES.11.STRUCTURAL STEEL BASE PLATES AND FASTENERS ARE INTENDED TO SIT AT OR BELOWTHE TOP OF CONCRETE SO AS NOT TO INTERUPT FINISH FLOORING. SEE STRUCTURALDRAWINGS AND COORDINATE ASSOCIATED TRADES ACCORDINGLY.-X"DEPRESSIONSLOPE TO LEVELLEVEL TO SLOPEDEPRESSION TO SLOPE-X"CONCRETE STRUCTURAL SLAB TRANSITIONSSPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. SEECIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS-3" FSFS = FINISH SURFACETOC = TOP OF STRUCTURAL CONCRETE SLABTO CURB = TOP OF CURBSLAB & FRAMING ALIGNMENTCONCRETE CURB OR STEM WALL, 8" MIN WIDTH, U.N.O. - SEE CIVIL ANDSTRL FOR ADDITIONAL INFORMATIONALLAD-208AD-56-6" TOCDEPRESSED SLOPED CONCRETE STRUCTURAL SLAB TO RECEIVEWATERPROOF TRAFFIC COATING. 1/2" DEPRESSION AT TOP OF SLOPE(WHERE OCCURS), TYP, U.N.O.DEPRESSED SLOPED CONCRETE STRUCTURAL SLAB TO RECEIVEWATERPROOFING SYSTEM UNDER LANDSCAPE FEATURES, 5" MIN.DEPRESSION AT TOP OF SLOPE. SEE LANDSCAPE FOR ADDITIONALINFORMATION.TOOLED CONTROL JOINT IN CONCRETE TOPPING SLABCONCRETE SLAB OPENING5-20AD-41ALLAD-41.1ALLAD-32ALIGN SUBSTRATES TO ALLOW FLUSH EXTERIOR FINISH. GC TOCOORDINATE WITH ARCHITECT.EXTERIOR FINISHALIGN EXTERIOR FINISHMULTIPLE LAYERS OF SHT'G AND/OR FURRING MAY OCCUR - SEEARCH AND STRL PLANSIF SHT'G IS EXPOSED, PROTECT UNDERSIDE WITH GSM"Z" FLASHING OR SIMILAR APPROVED MATERIALALTERNATIVELY:PROVIDE SUITABLE FILL MATERIAL OREXTEND CONCRETE SLAB TO ALIGN WITH EXTERIORWALL SUBSTRATE. GC TO COORDINATE WITHARCHITECTMULTIPLE LAYERS OF SHT'G AND/OR FURRING MAY OCCUR - SEEARCH AND STRL PLANSTYP ELEVATED SLABDIMENSION POINTPER FLOOR PLANDIMENSION POINTPER FLOOR PLANBTYP SLAB ON GRADEAWALL ASSEMBLYPER PLANWALL ASSEMBLYPER PLAN19AD-2116AD-5516AD-41.12&6AD-4113AD-32CONCRETE SLAB ON GRADE WITH VAPOR RETARDERDEPRESSED VAULT AT POOL CAVITY TO RECEIVE PODIUMWATERPROOFING SYSTEM THEN POOL CONSTRUCTION - SEE POOLDRAWINGS FOR MORE INFORMATIONSINGLE LAYER OF 2MM THICK ACOUSTICAL UNDERLAYMENT, SUCH ASGENIEMAT RST02, ECORE QTSCU 4002, OR EQUIVALENT (NOT REQUIREDOVER NONRESIDENTIAL SPACE OR WHERE CARPET AND PAD AREINSTALLED)ANSCALE:13/32"=1'-0"BUILDING B FIRST FLOOR SLAB PLAN AA06-21-23 12159101316181923B.1H.8LLMMNNCORRIDORVENTILATIONSHAFTCORRIDORVENTILATIONSHAFTCORRIDORVENTILATIONSHAFTSPSPFECFECFECFEC 12159101316181923B.1H.8LLMMNN12159101316181923B.1H.8LLMMNNELECLVELECLV ELECLVELECLV LV ELECLVELECLVELECELEC LVLVELECLVELECLVELECLVELEC141517BCEFGHDJA123202221467811KH.9H.7AKE.8H.3D.3D.7F.519.4UPUPUPUPRWUP 5%UP 5%VAN131.71'131.70' FS10.54' CH127.30' FS125.37' FS10.00' CH130.30' FS11.09' CH125.37' FS10.00' CH126.70'126.70' FS126.70' FS128.76'130.30'130.30' FS11.09' CH130.30'131.84' FS10.63' CH131.84' FS10.63' CH131.84'131.61'130.05'126.70' FS125.85' FSPER CIVILGRADING02-07-23126.70'126.07'125.73'126.70'126.70' FS10.19' CH125.77' FS125.73'127.01' FS127.30' FS126.70'126.62'126.62'126.70'125.78' FSPER CIVILGRADING02-07-239.56' CH125.85' FSPER CIVILGRADING02-07-239.49' CH125.81' FS126.20' FS125.20' FS126.20' FS126.30' FS125.77' FS9.57' CH126.70' FS10.19' CH126.06' FS9.76' CH126.45 FS'126.70' FS10.19' CH127.30' FS11.09' CH127.30' FS11.09' CH128.80' FS11.09' CH128.80' FS11.09' CH130.30' FS11.09' CH130.30' FS11.09' CH131.84' FS10.63' CH133.34' FS10.63' CH133.34' FS10.63' CH131.71'125.57'125.85' FS8.74' CHUP 5%UP 2%GPARCELñ ññ ññññ ñññññFEC FECFECUSPSUP 3% 3.5%4.0%ELECTRICALROOMSTAIR B1STAIR B2STAIR B3STAIR B4ELEV. B1ELEV. B2ELECLVUPDN 6.5%UPDNUPUPDN 6.07%UPGGDN 8% DN 4.67% ELEC LV DN 4.67%DN 4.67%DN 4.67%UP126.70'126.34'126.34'126.00'126.00'126.70'126.00'126.70'125.05'126.62'125.40'123.74'239'-0"38'-6"9'-1"2'-2"12'-0"1'-6"2'-0"29'-6"1'-6"28'-6"30'-0"30'-0"31'-6"13'-0"3'-4"6'-5"36'-8"18'-0"8'-7"1'-0 1/8"244'-8 1/2" 7 1/2"73'-2 1/2"32'-0"8'-9 1/2"16'-0"2'-3"7'-4"20'-5"13'-6"4'-0"13'-4"27'-3"2'-11"1'-2"3'-4"6'-9"239'-0"51'-11"26'-6"6'-0"36'-1"46'-5"39'-2"6'-0"26'-11"15'-9"18'-8"0"37'-8"37'-6"2"10'-0"20'-11"13'-5"31'-8"6'-10"244'-10 1/2"9 1/2"73'-2 1/2"32'-0"8'-9 1/2"22'-8"95'-2"5'-6"6'-9"34'-8"23'-10"6"36'-2"29'-7"53'-2"2"43'-0"11'-6 1/2" 1'-0"8'-9 1/2"42'-10 1/2"2"40'-6"2"12'-7"6'-5"UNIT 2.2P-RB102A5-26UNIT 0.2AB101A5-02UNIT 1.3BB104A5-14UNIT 1.1F-RB103A5-12UNIT 4.1L-RB105A5-44UNIT 4.2A-RB106A5-45UNIT 3.1AB107A5-31UNIT 2.2G-RB108A5-25UNIT 1.1GB109A5-12UNIT 1.1HB110A5-12UNIT 4.2AB112A5-45UNIT 2.2LB114A5-26UNIT 3.2CB111A5-32UNIT 2.3AB113A5-273333333333334444444444411'-10"B101B102B103B104B105B106B107B108B109B110B111B112B113B114B115B116B117B118B120B122B123B124B125B126B127B128B129B1191A5-841A5-821A5-801A5-781A5-9223'-10"6"24'-0"5'-6"1'-6"25'-0"6'-0"19'-8 1/2"2"10'-7 1/2"23'-10"6"23'-10"10'-5"20'-3"21'-2"8'-7 1/2"10'-3 1/2"3'-9 1/2" 1'-6"1'-6"5'-4"9910A143BBBB2'-8 3/4"17'-4 1/4"9'-6"1'-1"3'-10"4'-3"6'-10"1515B130B1311'-4"9'-0"9'-0"2'-0"9'-0"9'-0"9'-0"1'-10"18'-0"1'-6"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"8'-10"1'-1"18'-0"1'-6"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"9'-0"2'-10"9'-0"9'-0"9'-0"1'-0"18'-0"10"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"18'-0"9'-0"9'-0"3'-0"9'-0"9'-0"9'-0"2'-3"9'-0"9'-0"9'-0"1'-1"1'-0"8'-10"9'-0"3'-4"9'-0"9'-0"9'-0"3'-6"9'-0"9'-0"1'-0"18'-0"S1A2-612A2-601A2-602A2-611A2-622A2-623A2-6211A2-70A2-7022A2-70A2-70AA2-80BA2-80AA2-81BA2-81AAAAA2-82AAA2-83BA2-83A111114TYP.9'-0"2'-4"9'-0"9'-0"1'-2"4'-10"153A5-86R-2, 1215 S.F.R-2, 998 S.F.R-2, 1371 S.F.R-2, 1610 S.F.R-2, 782 S.F.R-2, 774 S.F.R-2, 1610 S.F.R-2, 1046 S.F.R-2, 189 S.F.R-2, 764 S.F.R-2, 768 S.F.R-2, 1213 S.F.R-2, 510 S.F.R-2, 989 S.F.R-2, 1229 S.F.PARKINGS-2, 18377 S.F.1A5-68BIKE STORAGEP103S-2, 435 S.F.BOOSTER PUMPP102S-2, 170 S.F.FIRE PUMPP101S-2, 160 S.F.CHUTEACCESS ROOMP104A5-97R-2, 127 S.F.CHUTEDISCHARGEP105A5-97R-2, 353 S.F.TRASH PICK-UP/LOADING AREAP106A5-97R-2, 757 S.F.VESTIBULEP107R-2, 199S.F.MPOEP108IDFP109A5-92R-2, 99 S.F.PARCELP111A5-65R-2, 129 S.F.MAILROOMP110A5-65R-2, 347 S.F.ELECTRICAL ROOMP112A5-86R-2, 344 S.F.4A5-86RAMP B1 18RAMP B2 18RAMP B318RAMP B418 RAMP B518R-2, 4581 S.F.CORRIDORB123A21NA2-442'-5"B1326'-6"5'-3"BHTRANSOMABOVECCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING B FIRSTLEVEL FLOOR PLANA2-51BUILDING COMPOSITE PLAN NOTES6AD-311.THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS,ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TOTHE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION.2.UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THELEGAL ADDRESS.3.FOR GENERAL ACCESSIBILITY INFORMATION, SEE4.ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O.5.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O.6.PROVIDE PENETRATION FIRESTOP SYSTEMS PER7.THE FLAME-SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY8.WITH CBC 803.9.INTERIOR TRIMS SHALL COMPLY WITH CBC 806.10.PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING,PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE FIRE-RATEDACCESS PANELS WITH SELF CLOSING DEVICES.11.PROVIDE ACOUSTICAL ASSEMBLIES PER12.INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806.13.MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER14.VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2.15.SEE STRUCTURAL DRAWINGS FOR:A)SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHINGB)SPECIAL NAILING AND BLOCKING REQUIREMENTS15.PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIORBALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROMIRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNINGPERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BEVENTILATED. IN FIRE-RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLERPROTECTION SHALL BE EXTENDED TO THOSE AREAS.16.WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW ORIRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALLELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTEDAND APPROVED.17.PARKING GARAGE TYPE-IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE-RESISTIVE CONSTRUCTIONTHROUGHOUT.18.VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%)19.FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPEPROTECTION PER20.GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FORSUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC.21.THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FORSECURITY AND SAFETY.22.ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROMDRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS.23.SEE SHEETS A0-11 THRU A0-25 FOR ALL WALL FIRE RATINGS AND CORRESPONDING DETAILS24.SEE SHEETS A0-31 THRU A0-45 FOR EXITING ANALYSIS INCLUDING ROOM NAME, SQUARE FOOTAGE,OCCUPANT LOAD FACTOR, NUMBER OF OCCUPANTS AND OCCUPANCY TYPE25.CEILING FIXTURES THAT ARE RECESSED INTO FLOOR/CEILING ASSEMBLIES SHALL BE PROTECTED VIA LINEDJOIST BAY PER DETAIL 6/AD-21.26.PROVIDE CONTINUOUS DRYWALL BEHIND TUBS PER DETAIL 20/AD-22.27.CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINECABINETS PER DETAIL 4/AD-22.28.FOR TYPICAL CORRIDOR SECTION INCLUDING NOTES AND DETAILS, SEE29.INTERIOR FLOOR FINISHES SHALL SHOW COMPLIANCE WITH CBC SECTION 804.4AD-20ALLAD-02.1 ALLAD-01TOKEYNOTESMECHANICAL SHAFT - SEE MECHANICAL DRAWINGSLINE OF FLOOR ABOVEFIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF,SEMI-RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITHLOCAL FIRE AUTHORITY.BUILDING PLAN LEGENDDOOR SYMBOLFLOOR DRAIN - SEE PLMBXXWINDOW & STOREFRONT SYMBOL -A7-20-A7-404AD-22FECDOWNSPOUTDSFDDIRECTION OF SLOPE - 1/4" / FT U.N.O.ALLAD-2018AD-2212-A7-10-A7-30ACCESSIBLE PARKING SPACEALLAD-32ALLAD-41.1WATERPROOF TRAFFIC COATINGFRAMED WALL - 6" METAL STUDCONCRETE COLUMNMAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROMACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEARAFF IN ALL OTHER LOCATIONS OF GARAGE.FULL HEIGHT STEEL FENCING-X"DEPRESSIONSLOPE TO LEVELLEVEL TO SLOPEDEPRESSION TO SLOPE-X"16AD-3140" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVEFRAMED WALL - 3-5/8" METAL STUDAIRCRAFT CABLE VEHICULAR BARRIERSPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O.SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS-3" FSFS = FINISH SURFACETOC = TOP OF STRUCTURAL CONCRETE SLABTO CURB = TOP OF CURB-6" TOC19AD-31CONCRETE WHEEL STOPDETECTABLE WARNINGS, MIN 36" WIDECONCRETE TOPPING SLAB(PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.)COLUMN CAPCMU WALL - SEE STRUCTURALFRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURBCONCRETE WALL - SEE STRUCTURALCONCRETE STRUCTURAL SLAB TRANSITIONSRETAIL PARKING SPACE3GUEST PARKING SPACE4EV READY SPACE (FUTURE)5EV CHARGING SPACE (INSTALLED)6CLEAN AIR VEHICLE PARKING SPACE742" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-318ACCESSIBLE PARKING SPACE - MAX 2% SLOPE9VEHICULAR HEADROOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOORB. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR103AD-3112AD-31DIAGONAL STRIPING, REFER TO DETAIL 6/AD-011112AD-01EXPANSION JOINT, REFER TO SHEET AD-3312STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITIONWALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OFCONCRETE SLAB ABOVE.13DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB14EVELECTRIC VEHICLE CHARGING STATIONSEE SCHEDULESSEE DOOR SCHEDULESALLAD-55ALLAD-56PROVIDE SIGNAGE & BRAILLE ADJACENT TO DOORS LEADING INTO PARKING GARAGEAS A MEANS OF PROVIDING DETECTABLE WARNINGS PER DETAIL15EXTENT OF EXTERIOR STUCCO FINISH1AD-31.11AD-31.11AD-31.15AD-31.12AD-31.13 & 4AD-31.15,6 & 9AD-0121AD-718 & 12AD-27ROOM NUMBER */ UNIT NUMBERROOM NAME / UNIT TYPEXX001A5-XXSHEET REFERENCE* ROOM NUMBERS BEGINNING WITH 'P'HAVE BEEN ASSIGNED BY ARCHITECTFOR PROJECT COMMUNICATION. THESEROOM NUMBERS ARE NOT PART OF THEADDRESSING SYSTEM.REFER TO SHEET A5-87 FOR ENLARGED RAMP PLANS A2 THROUGH A716REFER TO SHEET A5-88 FOR ENLARGED RAMP PLANS A8 THROUGH A1417REFER TO SHEET A5-89 FOR ENLARGED RAMP PLANS B1 THROUGH B5182-HR RATED ACCESS PANEL, 18" (W) X 24" (H)19A2-HR RATED ERRCS SHAFT WITH 90 MIN. ACCESS PANEL, 12" (W) X 12" (H)20STORM WATER DETENSION BASIN, SEE CIVIL DRAWINGS21AGATE AND FENCE2220AD-52.1SCALE:13/32"=1'-0"BUILDING B FIRST FLOOR PLAN NAAATYP. ATEXTERIORPOSTAAAAAAA06-21-23 12159101316181923B.1H.8LLMMNNCORRIDORVENTILATIONSHAFTCORRIDORVENTILATIONSHAFTCORRIDORVENTILATIONSHAFTSPSPFECFECFECFEC 12159101316181923B.1H.8LLMMNN12159101316181923B.1H.8LLMMNNELECLVELECLV ELECLVELECLV LV ELECLVELECLVELECELEC LVLVELECLVELEC141517BCEFGHDJA123202221467811KH.9H.7AKE.8H.3D.3D.7F.519.4RW G UP 5%RAMP UP93' (RUN) (5% SLOPE) = 4.65' (RISE)UP 3.5%DN 5%OPEN TO BELOWVAN142.39' FS9.08' CH142.39' FS9.08' CH143.47' FS9.08' CH136.34' FS10.63' CH137.89' FS9.08 CH143.47'136.34' FS10.63' CH136.34' FS10.63 CH137.89' FS9.08' CH137.89' FS9.08' CH136.09' FS137.64' FS136.34' FS10.63' CH137.89' FS9.08' CH142.39' FS9.08' CH142.39' FS9.08' CH143.47' FS9.08' CH143.47' FS9.08' CH143.22' FS142.14'137.89'140.85'140.85'137.89'137.89'137.89'UP 5%UPDNUPEVEVEVEVEV EV EVEVñ ññ ññññ ññññ ñFEC FECFECFECEVEVEVEV EV EVEVEVEVEVEVEVEVELECLVLVELECLVELECSTAIR B1STAIR B2STAIR B3STAIR B4ELEV. B1ELEV. B2UPDNLV ELEC UPUPDNDNUPUNIT 2.2P-RB202A5-26UNIT 0.2AB201A5-02UNIT 2.1QB204A5-23UNIT 1.1F-RB203A5-12UNIT 4.1M-RB205A5-44UNIT 4.2B-RB206A5-45UNIT 3.1BB207A5-31UNIT 2.2H-RB208A5-25UNIT 2.1J-RB209A5-22UNIT 1.1KB210A5-12UNIT 4.2BB212A5-45UNIT 2.2MB214A5-26UNIT 4.1NB211A5-44UNIT 2.3BB213A5-276565656566565239'-0"38'-6"9'-1"2'-2"12'-0"1'-6"2'-0"29'-6"1'-6"28'-6"30'-0"30'-0"31'-6"13'-0"3'-4"6'-5"36'-8"18'-0"8'-7"1'-0 1/8"244'-8 1/2" 7 1/2"73'-2 1/2"32'-0"8'-9 1/2"16'-0"2'-3"7'-4"20'-5"13'-6"4'-0"13'-4"27'-3"2'-11"1'-2"3'-4"6'-9"239'-0"51'-11"26'-6"6'-0"36'-1"46'-5"39'-2"6'-0"26'-11"15'-9"18'-8"2"37'-6"37'-6"2"10'-0"20'-11"13'-5"31'-8"6'-10"244'-10 1/2"9 1/2"73'-2 1/2"32'-0"8'-9 1/2"22'-8"95'-2"5'-6"6'-9"34'-8"23'-10"6"36'-2"29'-7"53'-2"2"43'-0"11'-6 1/2" 1'-0"10'-3 1/2"42'-10 1/2"2"40'-6"2"12'-7"6'-5" 11'-10"B201B202B204B205B206B207B208B209B210B211B212B2132A5-842A5-822A5-802A5-782A5-92BFBCBC BB9'-11"10'-10"8'-10"1'-11 1/2"3'-9"2'-4 1/2"6'-10"151'-7"9'-0"9'-0"1'-6"9'-0"9'-0"1'-3"8'-10"1'-0"18'-0"3'-2"9'-0"9'-0"9'-0"2'-3"9'-0"1'-6"9'-0"9'-0"1'-6"9'-0"9'-0"6"9'-0"1'-2"18'-0" 1'-6"9'-0"9'-0"3'-0"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"1'-3"18'-0"11"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"9'-0"10"18'-0"18'-0"11"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"9'-0"10"18'-0"1'-1"9'-0"9'-0"9'-0"2'-3"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"9'-0"2'-3"9'-0"9'-0"9'-0"1'-1"1A2-612A2-601A2-602A2-611A2-622A2-623A2-6211A2-70A2-7022A2-70A2-70AA2-80BA2-80AA2-81BA2-81AAAAA2-82AAA2-83BA2-83A1114TYP.1111913'-2"9'-0"3'-8 1/2"R-2, 1215 S.F.R-2, 998 S.F.R-2, 1371 S.F.R-2, 1610 S.F.R-2, 1158S.F.R-2, 774 S.F.R-2, 1610 S.F.R-2, 1337S.F.R-2, 1032 S.F.R-2, 1229 S.F.R-2, 1186 S.F.R-2, 768 S.F.R-2, 1213 S.F.R-2 510 S.F.PARKINGS-2, 19,931 S.F.2AD-55.1SIM.IDFP206R-2, 89 S.F.CHUTEACCESS ROOMP204A5-97R-2, 127 S.F.IDFP209A5-92R-2, 99 S.F.B214B214B214R-2, 4210 S.F.STORAGES201N/A30'-6"123'-1 1/2"6'-7 7/8"6'-7 7/8"6'-7 7/8"STORAGES202N/ASTORAGES203N/ACORRIDORR-2, 59S.F.R-2, 59S.F.R-2, 57S.F.55566655SLOPE MIN.1/4" : 1'-0"SLOPE MIN.1/4" : 1'-0"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING B SECONDLEVEL FLOOR PLANA2-52SCALE:13/32"=1'-0"BUILDING B SECOND FLOOR PLAN BUILDING COMPOSITE PLAN NOTES6AD-311.THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS,ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TOTHE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION.2.UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THELEGAL ADDRESS.3.FOR GENERAL ACCESSIBILITY INFORMATION, SEE4.ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O.5.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O.6.PROVIDE PENETRATION FIRESTOP SYSTEMS PER7.THE FLAME-SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY8.WITH CBC 803.9.INTERIOR TRIMS SHALL COMPLY WITH CBC 806.10.PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING,PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE FIRE-RATEDACCESS PANELS WITH SELF CLOSING DEVICES.11.PROVIDE ACOUSTICAL ASSEMBLIES PER12.INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806.13.MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER14.VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2.15.SEE STRUCTURAL DRAWINGS FOR:A)SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHINGB)SPECIAL NAILING AND BLOCKING REQUIREMENTS15.PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIORBALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROMIRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNINGPERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BEVENTILATED. IN FIRE-RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLERPROTECTION SHALL BE EXTENDED TO THOSE AREAS.16.WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW ORIRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALLELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTEDAND APPROVED.17.PARKING GARAGE TYPE-IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE-RESISTIVE CONSTRUCTIONTHROUGHOUT.18.VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%)19.FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPEPROTECTION PER20.GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FORSUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC.21.THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FORSECURITY AND SAFETY.22.ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROMDRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS.23.SEE SHEETS A0-11 THRU A0-25 FOR ALL WALL FIRE RATINGS AND CORRESPONDING DETAILS24.SEE SHEETS A0-31 THRU A0-45 FOR EXITING ANALYSIS INCLUDING ROOM NAME, SQUARE FOOTAGE,OCCUPANT LOAD FACTOR, NUMBER OF OCCUPANTS AND OCCUPANCY TYPE25.CEILING FIXTURES THAT ARE RECESSED INTO FLOOR/CEILING ASSEMBLIES SHALL BE PROTECTED VIA LINEDJOIST BAY PER DETAIL 6/AD-21.26.PROVIDE CONTINUOUS DRYWALL BEHIND TUBS PER DETAIL 20/AD-22.27.CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINECABINETS PER DETAIL 4/AD-22.28.FOR TYPICAL CORRIDOR SECTION INCLUDING NOTES AND DETAILS, SEE29.INTERIOR FLOOR FINISHES SHALL SHOW COMPLIANCE WITH CBC SECTION 804.4AD-20ALLAD-02.1 ALLAD-01TOKEYNOTESMECHANICAL SHAFT - SEE MECHANICAL DRAWINGSLINE OF FLOOR ABOVEFIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF,SEMI-RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITHLOCAL FIRE AUTHORITY.BUILDING PLAN LEGENDDOOR SYMBOLFLOOR DRAIN - SEE PLMBXXWINDOW & STOREFRONT SYMBOL -A7-20-A7-404AD-22FECDOWNSPOUTDSFDDIRECTION OF SLOPE - 1/4" / FT U.N.O.ALLAD-2018AD-2212-A7-10-A7-30ACCESSIBLE PARKING SPACEALLAD-32ALLAD-41.1WATERPROOF TRAFFIC COATINGFRAMED WALL - 6" METAL STUDCONCRETE COLUMNMAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROMACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEARAFF IN ALL OTHER LOCATIONS OF GARAGE.FULL HEIGHT STEEL FENCING-X"DEPRESSIONSLOPE TO LEVELLEVEL TO SLOPEDEPRESSION TO SLOPE-X"16AD-3140" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVEFRAMED WALL - 3-5/8" METAL STUDAIRCRAFT CABLE VEHICULAR BARRIERSPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O.SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS-3" FSFS = FINISH SURFACETOC = TOP OF STRUCTURAL CONCRETE SLABTO CURB = TOP OF CURB-6" TOC19AD-31CONCRETE WHEEL STOPDETECTABLE WARNINGS, MIN 36" WIDECONCRETE TOPPING SLAB(PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.)COLUMN CAPCMU WALL - SEE STRUCTURALFRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURBCONCRETE WALL - SEE STRUCTURALCONCRETE STRUCTURAL SLAB TRANSITIONSRETAIL PARKING SPACE3GUEST PARKING SPACE4EV READY SPACE (FUTURE)5EV CHARGING SPACE (INSTALLED)6CLEAN AIR VEHICLE PARKING SPACE742" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-318ACCESSIBLE PARKING SPACE - MAX 2% SLOPE9VEHICULAR HEADROOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOORB. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR103AD-3112AD-31DIAGONAL STRIPING, REFER TO DETAIL 6/AD-011112AD-01EXPANSION JOINT, REFER TO SHEET AD-3312STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITIONWALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OFCONCRETE SLAB ABOVE.13DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB14EVELECTRIC VEHICLE CHARGING STATIONSEE SCHEDULESSEE DOOR SCHEDULESALLAD-55ALLAD-56PROVIDE SIGNAGE & BRAILLE ADJACENT TO DOORS LEADING INTO PARKING GARAGEAS A MEANS OF PROVIDING DETECTABLE WARNINGS PER DETAIL15EXTENT OF EXTERIOR STUCCO FINISH1AD-31.11AD-31.11AD-31.15AD-31.12AD-31.13 & 4AD-31.15,6 & 9AD-0121AD-718 & 12AD-27ROOM NUMBER */ UNIT NUMBERROOM NAME / UNIT TYPEXX001A5-XXSHEET REFERENCE* ROOM NUMBERS BEGINNING WITH 'P'HAVE BEEN ASSIGNED BY ARCHITECTFOR PROJECT COMMUNICATION. THESEROOM NUMBERS ARE NOT PART OF THEADDRESSING SYSTEM.REFER TO SHEET A5-87 FOR ENLARGED RAMP PLANS A2 THROUGH A716REFER TO SHEET A5-88 FOR ENLARGED RAMP PLANS A8 THROUGH A1417REFER TO SHEET A5-89 FOR ENLARGED RAMP PLANS B1 THROUGH B5182-HR RATED ACCESS PANEL, 18" (W) X 24" (H)19A2-HR RATED ERRCS SHAFT WITH 90 MIN. ACCESS PANEL, 12" (W) X 12" (H)20STORM WATER DETENSION BASIN, SEE CIVIL DRAWINGS21AGATE AND FENCE2220AD-52.1NAAAATYP. ATEXTERIORPOSTAAAA06-21-23 12159101316181923B.1H.8LLMMNNCORRIDORVENTILATIONSHAFTCORRIDORVENTILATIONSHAFTCORRIDORVENTILATIONSHAFTSPSPFECFECFECFEC 12159101316181923B.1H.8LLMMNNELECLVELECLV ELECLVELECLV LV ELECLVELECLVELECLV ELEC ELEC LVLVELECLVELEC141517BCEFGHDJA123202221467811KH.9H.7AKE.8H.3D.3D.7F.519.4RW G UP 5%UP 5%UP 3.5%DN 5%152.47' FS9.08' CH152.47' FS9.08' CH153.55' FS9.07' CH147.97' FS9.08' CH147.97' FS9.08' CH152.47' FS9.08' CH147.97'147.97'147.97' FS9.08' CH147.97' FS9.08' CH147.97' FS9.08' CH147.97'147.97' FS9.08' CH147.72'147.72'152.47' FS9.08' CH153.55' FS9.07' CH153.55' FS9.07' CH153.55' FS9.07' CH153.30'152.22'147.97'150.93' FS9.08' CH150.93' FS9.08' CH147.97'147.97'147.97'147.97'UPDNUPEVEVñ ññ ññññ ññññ ñFEC FECFECFECEVEVEVEVEV EV EVEV EV EVEVEVEVEVEVEVEVEVELECLVLVELECLVELECSTAIR B1STAIR B2STAIR B3STAIR B4ELEV. B1ELEV. B2UPDNDNUPUPUPDNUNIT 2.2P-RB302A5-26UNIT 0.2AB301A5-02UNIT 2.1LB304A5-22UNIT 1.1F-RB303A5-12UNIT 4.1M-RB305A5-44UNIT 4.2B-RB306A5-45UNIT 3.1BB307A5-31UNIT 2.2J-RB308A5-25UNIT 2.1J-RB309A5-22UNIT 1.1KB310A5-12UNIT 4.2BB312A5-45UNIT 2.2MB314A5-26UNIT 4.1NB311A5-44UNIT 2.3BB313A5-276565655565656239'-0"38'-6"9'-1"2'-2"12'-0"1'-6"2'-0"29'-6"1'-6"28'-6"30'-0"30'-0"31'-6"13'-0"3'-4"6'-5"36'-8"18'-0"8'-7"1'-0 1/8"244'-8 1/2" 7 1/2"73'-2 1/2"32'-0"8'-9 1/2"16'-0"2'-3"7'-4"20'-5"13'-6"4'-0"13'-4"27'-3"2'-11"1'-2"3'-4"6'-9"239'-0"51'-11"26'-6"6'-0"36'-1"46'-5"39'-2"6'-0"26'-11"15'-9"18'-8"2"37'-6"37'-6"2"10'-0"20'-11"13'-5"31'-8"6'-10"244'-10 1/2"9 1/2"73'-2 1/2"32'-0"8'-9 1/2"22'-8"95'-2"5'-6"6'-9"34'-8"23'-10"6"36'-2"29'-7"53'-2"2"43'-0"11'-6 1/2" 1'-0"10'-3 1/2"42'-10 1/2"2"40'-6"2"12'-7"6'-5" 11'-10"B301B304B305B306B307B308B309B310B311B312B313B3143A5-843A5-823A5-803A5-783A5-92BGBCBC BBBCBC 9'-11"10'-10"8'-10"1'-11 1/2"3'-9"2'-4 1/2"6'-10"1'-1"15151'-0"9'-0"9'-0"1'-2"9'-0"9'-0"9'-0"1'-0"18'-0"3'-2"9'-0"9'-0"9'-0"2'-3"9'-0"1'-6"9'-0"9'-0"1'-4"9'-0"9'-0"10"9'-0"1'-0"18'-0" 1'-6"9'-0"9'-0"2'-1"9'-0"9'-0"9'-0"3'-11"9'-0"8'-8"1'-0"18'-0"11"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"9'-0"10"18'-0"18'-0"11"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"9'-0"10"18'-0"9'-7"9'-0"9'-0"2'-3"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"9'-0"2'-3"9'-0"9'-0"9'-0"1'-1"3'-8 1/2"9'-0"5'-8 5/8"9'-0"9'-0"9'-0"1114TYP.11119119"1'-3"R-2, 1215 S.F.R-2, 998 S.F.R-2, 1371S.F.R-2, 1610 S.F.R-2, 1158 S.F.R-2, 774S.F.R-2, 1337 S.F.R-2, 1610 S.F.R-2, 1032 S.F.R-2, 1229 S.F.R-2, 1145S.F.R-2, 768 S.F.R-2, 1213 S.F.R-2, 510 S.F.PARKINGS-2, 20714 S.F.2AD-55.1SIM.R-2, 89 S.F.CHUTEACCESS ROOMP304A5-97R-2, 127 S.F.IDFP309A5-92R-2, 99 S.F.IDFP30623'-0"MIN. DRIVE AISLE WIDTHB315R-2, 4210 S.F.STORAGES301N/A30'-6"10'-6 1/2"6'-7 7/8"6'-7 7/8"6'-7 7/8"B315B315B315STORAGES302N/ASTORAGES303N/ACORRIDORR-2, 59S.F.R-2, 59S.F.R-2, 57S.F.555655656SLOPE MIN.1/4" : 1'-0"SLOPE MIN.1/4" : 1'-0"1A2-612A2-601A2-602A2-611A2-622A2-623A2-6211A2-70A2-7022A2-70A2-70AA2-80BA2-80AA2-81BA2-81AAAAA2-82AAA2-83BA2-83ACCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA06-21-23ADDENDUM ABUILDING B THIRDLEVEL FLOOR PLANA2-53BUILDING COMPOSITE PLAN NOTES6AD-311.THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS,ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TOTHE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION.2.UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THELEGAL ADDRESS.3.FOR GENERAL ACCESSIBILITY INFORMATION, SEE4.ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O.5.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O.6.PROVIDE PENETRATION FIRESTOP SYSTEMS PER7.THE FLAME-SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY8.WITH CBC 803.9.INTERIOR TRIMS SHALL COMPLY WITH CBC 806.10.PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING,PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE FIRE-RATEDACCESS PANELS WITH SELF CLOSING DEVICES.11.PROVIDE ACOUSTICAL ASSEMBLIES PER12.INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806.13.MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER14.VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2.15.SEE STRUCTURAL DRAWINGS FOR:A)SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHINGB)SPECIAL NAILING AND BLOCKING REQUIREMENTS15.PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIORBALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROMIRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNINGPERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BEVENTILATED. IN FIRE-RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLERPROTECTION SHALL BE EXTENDED TO THOSE AREAS.16.WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW ORIRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALLELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTEDAND APPROVED.17.PARKING GARAGE TYPE-IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE-RESISTIVE CONSTRUCTIONTHROUGHOUT.18.VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%)19.FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPEPROTECTION PER20.GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FORSUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC.21.THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FORSECURITY AND SAFETY.22.ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROMDRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS.23.SEE SHEETS A0-11 THRU A0-25 FOR ALL WALL FIRE RATINGS AND CORRESPONDING DETAILS24.SEE SHEETS A0-31 THRU A0-45 FOR EXITING ANALYSIS INCLUDING ROOM NAME, SQUARE FOOTAGE,OCCUPANT LOAD FACTOR, NUMBER OF OCCUPANTS AND OCCUPANCY TYPE25.CEILING FIXTURES THAT ARE RECESSED INTO FLOOR/CEILING ASSEMBLIES SHALL BE PROTECTED VIA LINEDJOIST BAY PER DETAIL 6/AD-21.26.PROVIDE CONTINUOUS DRYWALL BEHIND TUBS PER DETAIL 20/AD-22.27.CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINECABINETS PER DETAIL 4/AD-22.28.FOR TYPICAL CORRIDOR SECTION INCLUDING NOTES AND DETAILS, SEE29.INTERIOR FLOOR FINISHES SHALL SHOW COMPLIANCE WITH CBC SECTION 804.4AD-20ALLAD-02.1 ALLAD-01TOKEYNOTESMECHANICAL SHAFT - SEE MECHANICAL DRAWINGSLINE OF FLOOR ABOVEFIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF,SEMI-RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITHLOCAL FIRE AUTHORITY.BUILDING PLAN LEGENDDOOR SYMBOLFLOOR DRAIN - SEE PLMBXXWINDOW & STOREFRONT SYMBOL -A7-20-A7-404AD-22FECDOWNSPOUTDSFDDIRECTION OF SLOPE - 1/4" / FT U.N.O.ALLAD-2018AD-2212-A7-10-A7-30ACCESSIBLE PARKING SPACEALLAD-32ALLAD-41.1WATERPROOF TRAFFIC COATINGFRAMED WALL - 6" METAL STUDCONCRETE COLUMNMAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROMACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEARAFF IN ALL OTHER LOCATIONS OF GARAGE.FULL HEIGHT STEEL FENCING-X"DEPRESSIONSLOPE TO LEVELLEVEL TO SLOPEDEPRESSION TO SLOPE-X"16AD-3140" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVEFRAMED WALL - 3-5/8" METAL STUDAIRCRAFT CABLE VEHICULAR BARRIERSPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O.SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS-3" FSFS = FINISH SURFACETOC = TOP OF STRUCTURAL CONCRETE SLABTO CURB = TOP OF CURB-6" TOC19AD-31CONCRETE WHEEL STOPDETECTABLE WARNINGS, MIN 36" WIDECONCRETE TOPPING SLAB(PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.)COLUMN CAPCMU WALL - SEE STRUCTURALFRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURBCONCRETE WALL - SEE STRUCTURALCONCRETE STRUCTURAL SLAB TRANSITIONSRETAIL PARKING SPACE3GUEST PARKING SPACE4EV READY SPACE (FUTURE)5EV CHARGING SPACE (INSTALLED)6CLEAN AIR VEHICLE PARKING SPACE742" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-318ACCESSIBLE PARKING SPACE - MAX 2% SLOPE9VEHICULAR HEADROOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOORB. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR103AD-3112AD-31DIAGONAL STRIPING, REFER TO DETAIL 6/AD-011112AD-01EXPANSION JOINT, REFER TO SHEET AD-3312STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITIONWALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OFCONCRETE SLAB ABOVE.13DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB14EVELECTRIC VEHICLE CHARGING STATIONSEE SCHEDULESSEE DOOR SCHEDULESALLAD-55ALLAD-56PROVIDE SIGNAGE & BRAILLE ADJACENT TO DOORS LEADING INTO PARKING GARAGEAS A MEANS OF PROVIDING DETECTABLE WARNINGS PER DETAIL15EXTENT OF EXTERIOR STUCCO FINISH1AD-31.11AD-31.11AD-31.15AD-31.12AD-31.13 & 4AD-31.15,6 & 9AD-0121AD-718 & 12AD-27ROOM NUMBER */ UNIT NUMBERROOM NAME / UNIT TYPEXX001A5-XXSHEET REFERENCE* ROOM NUMBERS BEGINNING WITH 'P'HAVE BEEN ASSIGNED BY ARCHITECTFOR PROJECT COMMUNICATION. THESEROOM NUMBERS ARE NOT PART OF THEADDRESSING SYSTEM.REFER TO SHEET A5-87 FOR ENLARGED RAMP PLANS A2 THROUGH A716REFER TO SHEET A5-88 FOR ENLARGED RAMP PLANS A8 THROUGH A1417REFER TO SHEET A5-89 FOR ENLARGED RAMP PLANS B1 THROUGH B5182-HR RATED ACCESS PANEL, 18" (W) X 24" (H)19A2-HR RATED ERRCS SHAFT WITH 90 MIN. ACCESS PANEL, 12" (W) X 12" (H)20STORM WATER DETENSION BASIN, SEE CIVIL DRAWINGS21AGATE AND FENCE2220AD-52.1SCALE:13/32"=1'-0"BUILDING B THIRD FLOOR PLAN NAAAAATYP. ATEXTERIORPOSTAAAAAA06-21-23 12159101316181923B.1H.8LLMMNN12159101316181923B.1H.8LLMMNNCORRIDORVENTILATIONSHAFTCORRIDORVENTILATIONSHAFTCORRIDORVENTILATIONSHAFTSPSPFECFECFECFEC ELECLVELECLV ELECLVELECLV LV ELECLVELECLVELECLV ELEC ELEC LVLVELECLVELECELECLVLVELECLVELECSTAIR B1STAIR B2STAIR B3STAIR B4ELEV. B1ELEV. B2UPDNDNUPUPUPDNDNUP141517BCEFGHDJA123202221467811KH.9H.7AKE.8H.3D.3D.7F.519.4RW G RAMP UP93' (RUN) (5% SLOPE) = 4.65' (RISE)UP 3.5%DN 5%162.55' FS162.55'163.62' FS158.05' FS158.05' FS163.62' FS158.05' FS158.05' FS158.05' FS158.05' FS158.05' FS158.05' FS158.05' FS163.62' FS162.55' FS162.55' FS158.05'161.01' FS161.01' FS163.37' FS163.62' FS163.55' FS147.97'147.97'158.05'ñ ññ ññññññ ñFEC FECUNIT 2.2P-RB402A5-26UNIT 0.2AB401A5-02UNIT 2.1LB404A5-22UNIT 1.1F-RB403A5-12UNIT 4.1M-RB405A5-44UNIT 4.2B-RB406A5-45UNIT 3.1BB407A5-31UNIT 2.2J-RB408A5-25UNIT 2.1J-RB409A5-22UNIT 1.1KB410A5-12UNIT 4.2BB412A5-45UNIT 2.2MB414A5-26UNIT 4.1NB411A5-44UNIT 2.3BB413A5-27555239'-0"38'-6"9'-1"2'-2"12'-0"1'-6"2'-0"29'-6"1'-6"28'-6"30'-0"30'-0"31'-6"13'-0"3'-4"6'-5"36'-8"18'-0"8'-7"1'-0 1/8"244'-8 1/2" 7 1/2"73'-2 1/2"32'-0"8'-9 1/2"16'-0"2'-3"7'-4"20'-5"13'-6"4'-0"13'-4"27'-3"2'-11"1'-2"3'-4"6'-9"239'-0"51'-11"26'-6"6'-0"36'-1"46'-5"39'-2"6'-0"26'-11"15'-9"18'-8"2"37'-6"37'-6"2"10'-0"20'-11"13'-5"31'-8"6'-10"244'-10 1/2"9 1/2"73'-2 1/2"32'-0"8'-9 1/2"22'-8"95'-2"5'-6"6'-9"34'-8"23'-10"6"36'-2"29'-7"53'-2"2"43'-0"11'-6 1/2" 1'-0"10'-3 1/2"42'-10 1/2"2"40'-6"2"12'-7"6'-5" 11'-10"B401B404B405B406B407B408B409B410B411B412B4144A5-844A5-824A5-805A5-784A5-92BGBCBC BBBCBC 9'-11"10'-10"8'-10"1'-11 1/2"3'-9"2'-4 1/2"6'-10"1'-1"159'-0"1'-6"9'-0"9'-0"9'-0"1'-11"18'-0"3'-0"9'-4"10'-1"9'-4"1'-10"9'-1"9'-0"9'-0"2'-3"9'-0"9'-0"1'-8"18'-0" 1'-6"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"18'-0"1'-6"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"9'-0"10"18'-0"18'-0"11"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"18'-0"9'-0"9'-0"9'-0"2'-3"9'-0"9'-0"9'-0"3'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"1'-3"6'-5 1/8"9'-0"3'-0"9'-0"9'-0"9'-0"1'-5"1A2-612A2-601A2-602A2-611A2-622A2-623A2-6211A2-70A2-7022A2-70A2-70AA2-80BA2-80AA2-81BA2-81AAAAA2-82AAA2-83BA2-83A14TYP.11911119'-0"9'-0"2'-1"3'-0"R-2, 1215 S.F.R-2, 998 S.F.R-2, 1371 S.F.R-2, 1610 S.F.R-2, 1158 S.F.R-2, 774 S.F.R-2, 1337 S.F.R-2, 1610 S.F.R-2, 1032 S.F.R-2, 1229S.F.R-2, 1213 S.F.R-2, 510 S.F.R-2, 768 S.F.R-2, 1145 S.F.9PARKINGS-2, 20772 S.F.2AD-55.1SIM.3'-0"IDFP406R-2, 89 S.F.CHUTEACCESS ROOMP404A5-97R-2, 127 S.F.IDFP409A5-92R-2, 99 S.F.B415R-2, 4210 S.F.STORAGES401N/A30'-6"10'-6 1/2"6'-7 7/8"6'-7 7/8"6'-7 7/8"B415STORAGES402N/AB415STORAGES403N/AB402CORRIDORR-2, 59S.F.R-2, 59S.F.R-2, 57S.F.5555SLOPE MIN.1/4" : 1'-0"SLOPE MIN.1/4" : 1'-0"11"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA06-21-23ADDENDUM ABUILDING B FOURTHLEVEL FLOOR PLANA2-54SCALE:13/32"=1'-0"BUILDING B FOURTH FLOOR PLAN BUILDING COMPOSITE PLAN NOTES6AD-311.THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS,ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TOTHE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION.2.UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THELEGAL ADDRESS.3.FOR GENERAL ACCESSIBILITY INFORMATION, SEE4.ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O.5.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O.6.PROVIDE PENETRATION FIRESTOP SYSTEMS PER7.THE FLAME-SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY8.WITH CBC 803.9.INTERIOR TRIMS SHALL COMPLY WITH CBC 806.10.PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING,PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE FIRE-RATEDACCESS PANELS WITH SELF CLOSING DEVICES.11.PROVIDE ACOUSTICAL ASSEMBLIES PER12.INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806.13.MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER14.VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2.15.SEE STRUCTURAL DRAWINGS FOR:A)SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHINGB)SPECIAL NAILING AND BLOCKING REQUIREMENTS15.PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIORBALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROMIRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNINGPERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BEVENTILATED. IN FIRE-RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLERPROTECTION SHALL BE EXTENDED TO THOSE AREAS.16.WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW ORIRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALLELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTEDAND APPROVED.17.PARKING GARAGE TYPE-IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE-RESISTIVE CONSTRUCTIONTHROUGHOUT.18.VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%)19.FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPEPROTECTION PER20.GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FORSUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC.21.THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FORSECURITY AND SAFETY.22.ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROMDRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS.23.SEE SHEETS A0-11 THRU A0-25 FOR ALL WALL FIRE RATINGS AND CORRESPONDING DETAILS24.SEE SHEETS A0-31 THRU A0-45 FOR EXITING ANALYSIS INCLUDING ROOM NAME, SQUARE FOOTAGE,OCCUPANT LOAD FACTOR, NUMBER OF OCCUPANTS AND OCCUPANCY TYPE25.CEILING FIXTURES THAT ARE RECESSED INTO FLOOR/CEILING ASSEMBLIES SHALL BE PROTECTED VIA LINEDJOIST BAY PER DETAIL 6/AD-21.26.PROVIDE CONTINUOUS DRYWALL BEHIND TUBS PER DETAIL 20/AD-22.27.CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINECABINETS PER DETAIL 4/AD-22.28.FOR TYPICAL CORRIDOR SECTION INCLUDING NOTES AND DETAILS, SEE29.INTERIOR FLOOR FINISHES SHALL SHOW COMPLIANCE WITH CBC SECTION 804.4AD-20ALLAD-02.1 ALLAD-01TOKEYNOTESMECHANICAL SHAFT - SEE MECHANICAL DRAWINGSLINE OF FLOOR ABOVEFIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF,SEMI-RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITHLOCAL FIRE AUTHORITY.BUILDING PLAN LEGENDDOOR SYMBOLFLOOR DRAIN - SEE PLMBXXWINDOW & STOREFRONT SYMBOL -A7-20-A7-404AD-22FECDOWNSPOUTDSFDDIRECTION OF SLOPE - 1/4" / FT U.N.O.ALLAD-2018AD-2212-A7-10-A7-30ACCESSIBLE PARKING SPACEALLAD-32ALLAD-41.1WATERPROOF TRAFFIC COATINGFRAMED WALL - 6" METAL STUDCONCRETE COLUMNMAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROMACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEARAFF IN ALL OTHER LOCATIONS OF GARAGE.FULL HEIGHT STEEL FENCING-X"DEPRESSIONSLOPE TO LEVELLEVEL TO SLOPEDEPRESSION TO SLOPE-X"16AD-3140" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVEFRAMED WALL - 3-5/8" METAL STUDAIRCRAFT CABLE VEHICULAR BARRIERSPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O.SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS-3" FSFS = FINISH SURFACETOC = TOP OF STRUCTURAL CONCRETE SLABTO CURB = TOP OF CURB-6" TOC19AD-31CONCRETE WHEEL STOPDETECTABLE WARNINGS, MIN 36" WIDECONCRETE TOPPING SLAB(PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.)COLUMN CAPCMU WALL - SEE STRUCTURALFRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURBCONCRETE WALL - SEE STRUCTURALCONCRETE STRUCTURAL SLAB TRANSITIONSRETAIL PARKING SPACE3GUEST PARKING SPACE4EV READY SPACE (FUTURE)5EV CHARGING SPACE (INSTALLED)6CLEAN AIR VEHICLE PARKING SPACE742" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-318ACCESSIBLE PARKING SPACE - MAX 2% SLOPE9VEHICULAR HEADROOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOORB. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR103AD-3112AD-31DIAGONAL STRIPING, REFER TO DETAIL 6/AD-011112AD-01EXPANSION JOINT, REFER TO SHEET AD-3312STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITIONWALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OFCONCRETE SLAB ABOVE.13DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB14EVELECTRIC VEHICLE CHARGING STATIONSEE SCHEDULESSEE DOOR SCHEDULESALLAD-55ALLAD-56PROVIDE SIGNAGE & BRAILLE ADJACENT TO DOORS LEADING INTO PARKING GARAGEAS A MEANS OF PROVIDING DETECTABLE WARNINGS PER DETAIL15EXTENT OF EXTERIOR STUCCO FINISH1AD-31.11AD-31.11AD-31.15AD-31.12AD-31.13 & 4AD-31.15,6 & 9AD-0121AD-718 & 12AD-27ROOM NUMBER */ UNIT NUMBERROOM NAME / UNIT TYPEXX001A5-XXSHEET REFERENCE* ROOM NUMBERS BEGINNING WITH 'P'HAVE BEEN ASSIGNED BY ARCHITECTFOR PROJECT COMMUNICATION. THESEROOM NUMBERS ARE NOT PART OF THEADDRESSING SYSTEM.REFER TO SHEET A5-87 FOR ENLARGED RAMP PLANS A2 THROUGH A716REFER TO SHEET A5-88 FOR ENLARGED RAMP PLANS A8 THROUGH A1417REFER TO SHEET A5-89 FOR ENLARGED RAMP PLANS B1 THROUGH B5182-HR RATED ACCESS PANEL, 18" (W) X 24" (H)19A2-HR RATED ERRCS SHAFT WITH 90 MIN. ACCESS PANEL, 12" (W) X 12" (H)20STORM WATER DETENSION BASIN, SEE CIVIL DRAWINGS21AGATE AND FENCE2220AD-52.1NAAAAAAATYP. ATEXTERIORPOSTAAAAAAA06-21-23 12159101316181923B.1H.8LLMMNN12159101316181923B.1H.8LLMMNNCORRIDORVENTILATIONSHAFTCORRIDORVENTILATIONSHAFTCORRIDORVENTILATIONSHAFTSPSPFECFECFECFEC ELECLVELECLV ELECLVELECLV LV ELECLVELECLVELECLV ELEC ELEC LVLVELECLVELECELECLVLVELECLVELECRW G STAIR B1STAIR B3STAIR B4ELEV. B1ELEV. B2DNDNDNUNIT 2.2Q-RB502A5-26UNIT 0.2AB501A5-02UNIT 2.1PB504A5-22.1UNIT 1.1J-RB503A5-12UNIT 4.1P-RB505A5-44UNIT 4.2B-RB506A5-45UNIT 3.1CB507A5-31UNIT 2.2K-RB508A5-25UNIT 2.1J-RB509A5-22UNIT 1.1KB510A5-12UNIT 4.2BB512A5-45UNIT 2.2NB514A5-26UNIT 4.1QB511A5-44UNIT 2.3CB513A5-27239'-0"38'-6"9'-1"2'-2"12'-0"1'-6"2'-0"29'-6"1'-6"28'-6"30'-0"30'-0"31'-6"13'-0"3'-4"6'-5"36'-8"18'-0"8'-7"1'-0 1/8"244'-8 1/2" 7 1/2"73'-2 1/2"32'-0"8'-9 1/2"16'-0"2'-3"7'-4"20'-5"13'-6"4'-0"13'-4"27'-3"2'-11"1'-2"3'-4"6'-9"239'-0"51'-11"26'-6"6'-0"36'-1"46'-5"39'-2"6'-0"26'-11"15'-9"18'-8"2"37'-6"37'-6"2"10'-0"20'-11"13'-5"31'-8"6'-10"244'-10 1/2"9 1/2"73'-2 1/2"32'-0"8'-9 1/2"22'-8"95'-2"5'-6"6'-9"34'-8"23'-10"6"36'-2"29'-7"53'-2"2"43'-0"11'-6 1/2" 1'-0"10'-3 1/2"42'-10 1/2"2"40'-6"2"12'-7"6'-5" 11'-10"DNUP141517BCEFGHDJA123202221467811KH.9H.7AKE.8H.3D.3D.7F.519.4RW G RAMP UP93' (RUN) (5% SLOPE) = 4.65' (RISE)UP 3.5%DN 5%ñ ññ ññññññ ñFEC FECB501B502B505B506B507B508B509B510B511B5125A5-845A5-825A5-785A5-92BGBBBCBC 9'-11"10'-10"8'-10"1'-11 1/2"3'-9"2'-4 1/2"6'-10"1'-1"1A2-612A2-601A2-602A2-611A2-622A2-623A2-6211A2-70A2-7022A2-70A2-70AA2-80BA2-80AA2-81BA2-81AAAAA2-82AAA2-83BA2-83AR-2, 998 S.F.R-2, 1215S.F.R-2, 1610 S.F.R-2, 1371 S.F.R-2, 1158 S.F.R-2, 774 S.F.R-2, 1337 S.F.R-2, 1610S.F.R-2, 1032 S.F.R-2, 1229 S.F.R-2, 1145 S.F.R-2, 768 S.F.R-2, 1213 S.F.R-2, 510 S.F.2AD-55.1SIM.IDFP507R-2, 89 S.F.CHUTEACCESS ROOMP504A5-97R-2, 127 S.F.ELEVATORMACHINE ROOMP509A5-92R-2, 99 S.F.ROOF ACCESSP506B513B513B513R-2, 4210 S.F.30'-6"10'-6 1/2"6'-7 7/8"6'-7 7/8"6'-7 7/8"STORAGES501N/A1A5-98168.13'CORRIDORSTORAGES502N/AR-2, 57 S.F.R-2, 59 S.F.R-2, 59 S.F.CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA06-21-23ADDENDUM ABUILDING B FIFTHLEVEL FLOOR PLANA2-55BUILDING COMPOSITE PLAN NOTES6AD-311.THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS,ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TOTHE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION.2.UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THELEGAL ADDRESS.3.FOR GENERAL ACCESSIBILITY INFORMATION, SEE4.ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O.5.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O.6.PROVIDE PENETRATION FIRESTOP SYSTEMS PER7.THE FLAME-SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY8.WITH CBC 803.9.INTERIOR TRIMS SHALL COMPLY WITH CBC 806.10.PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING,PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE FIRE-RATEDACCESS PANELS WITH SELF CLOSING DEVICES.11.PROVIDE ACOUSTICAL ASSEMBLIES PER12.INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806.13.MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER14.VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2.15.SEE STRUCTURAL DRAWINGS FOR:A)SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHINGB)SPECIAL NAILING AND BLOCKING REQUIREMENTS15.PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIORBALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROMIRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNINGPERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BEVENTILATED. IN FIRE-RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLERPROTECTION SHALL BE EXTENDED TO THOSE AREAS.16.WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW ORIRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALLELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTEDAND APPROVED.17.PARKING GARAGE TYPE-IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE-RESISTIVE CONSTRUCTIONTHROUGHOUT.18.VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%)19.FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPEPROTECTION PER20.GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FORSUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC.21.THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FORSECURITY AND SAFETY.22.ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROMDRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS.23.SEE SHEETS A0-11 THRU A0-25 FOR ALL WALL FIRE RATINGS AND CORRESPONDING DETAILS24.SEE SHEETS A0-31 THRU A0-45 FOR EXITING ANALYSIS INCLUDING ROOM NAME, SQUARE FOOTAGE,OCCUPANT LOAD FACTOR, NUMBER OF OCCUPANTS AND OCCUPANCY TYPE25.CEILING FIXTURES THAT ARE RECESSED INTO FLOOR/CEILING ASSEMBLIES SHALL BE PROTECTED VIA LINEDJOIST BAY PER DETAIL 6/AD-21.26.PROVIDE CONTINUOUS DRYWALL BEHIND TUBS PER DETAIL 20/AD-22.27.CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINECABINETS PER DETAIL 4/AD-22.28.FOR TYPICAL CORRIDOR SECTION INCLUDING NOTES AND DETAILS, SEE29.INTERIOR FLOOR FINISHES SHALL SHOW COMPLIANCE WITH CBC SECTION 804.4AD-20ALLAD-02.1 ALLAD-01TOKEYNOTESMECHANICAL SHAFT - SEE MECHANICAL DRAWINGSLINE OF FLOOR ABOVEFIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF,SEMI-RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITHLOCAL FIRE AUTHORITY.BUILDING PLAN LEGENDDOOR SYMBOLFLOOR DRAIN - SEE PLMBXXWINDOW & STOREFRONT SYMBOL -A7-20-A7-404AD-22FECDOWNSPOUTDSFDDIRECTION OF SLOPE - 1/4" / FT U.N.O.ALLAD-2018AD-2212-A7-10-A7-30ACCESSIBLE PARKING SPACEALLAD-32ALLAD-41.1WATERPROOF TRAFFIC COATINGFRAMED WALL - 6" METAL STUDCONCRETE COLUMNMAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROMACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEARAFF IN ALL OTHER LOCATIONS OF GARAGE.FULL HEIGHT STEEL FENCING-X"DEPRESSIONSLOPE TO LEVELLEVEL TO SLOPEDEPRESSION TO SLOPE-X"16AD-3140" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVEFRAMED WALL - 3-5/8" METAL STUDAIRCRAFT CABLE VEHICULAR BARRIERSPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O.SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS-3" FSFS = FINISH SURFACETOC = TOP OF STRUCTURAL CONCRETE SLABTO CURB = TOP OF CURB-6" TOC19AD-31CONCRETE WHEEL STOPDETECTABLE WARNINGS, MIN 36" WIDECONCRETE TOPPING SLAB(PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.)COLUMN CAPCMU WALL - SEE STRUCTURALFRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURBCONCRETE WALL - SEE STRUCTURALCONCRETE STRUCTURAL SLAB TRANSITIONSRETAIL PARKING SPACE3GUEST PARKING SPACE4EV READY SPACE (FUTURE)5EV CHARGING SPACE (INSTALLED)6CLEAN AIR VEHICLE PARKING SPACE742" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-318ACCESSIBLE PARKING SPACE - MAX 2% SLOPE9VEHICULAR HEADROOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOORB. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR103AD-3112AD-31DIAGONAL STRIPING, REFER TO DETAIL 6/AD-011112AD-01EXPANSION JOINT, REFER TO SHEET AD-3312STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITIONWALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OFCONCRETE SLAB ABOVE.13DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB14EVELECTRIC VEHICLE CHARGING STATIONSEE SCHEDULESSEE DOOR SCHEDULESALLAD-55ALLAD-56PROVIDE SIGNAGE & BRAILLE ADJACENT TO DOORS LEADING INTO PARKING GARAGEAS A MEANS OF PROVIDING DETECTABLE WARNINGS PER DETAIL15EXTENT OF EXTERIOR STUCCO FINISH1AD-31.11AD-31.11AD-31.15AD-31.12AD-31.13 & 4AD-31.15,6 & 9AD-0121AD-718 & 12AD-27ROOM NUMBER */ UNIT NUMBERROOM NAME / UNIT TYPEXX001A5-XXSHEET REFERENCE* ROOM NUMBERS BEGINNING WITH 'P'HAVE BEEN ASSIGNED BY ARCHITECTFOR PROJECT COMMUNICATION. THESEROOM NUMBERS ARE NOT PART OF THEADDRESSING SYSTEM.REFER TO SHEET A5-87 FOR ENLARGED RAMP PLANS A2 THROUGH A716REFER TO SHEET A5-88 FOR ENLARGED RAMP PLANS A8 THROUGH A1417REFER TO SHEET A5-89 FOR ENLARGED RAMP PLANS B1 THROUGH B5182-HR RATED ACCESS PANEL, 18" (W) X 24" (H)19A2-HR RATED ERRCS SHAFT WITH 90 MIN. ACCESS PANEL, 12" (W) X 12" (H)20STORM WATER DETENSION BASIN, SEE CIVIL DRAWINGS21AGATE AND FENCE2220AD-52.1SCALE:13/32"=1'-0"BUILDING B FIFTH FLOOR PLAN NTYP. ATEXTERIORPOSTAAAAA06-21-23 CORRIDORVENTILATIONSHAFTCORRIDORVENTILATIONSHAFTCORRIDORVENTILATIONSHAFTFECFECFECFEC ELECLVELECLV LVELECLVELECLVELECRW GDN DNDNDNUPRW G RAMP UP93' (RUN) (5% SLOPE) = 4.65' (RISE)UP 3.5%DN 5%ñ ññ ññññññ ñFEC FEC12241212AREA 1ROOF AREA #1 :REQUIRED VENTILATION 316 S.F. / 150 = 2.11 S.F. X 144 S.I. = 304 S.I.PROVIDED VENTILATION O'HAGIN = 5 VENTS X 72 S.I. = 360 S.I.AREA 2AREA 4AREA 7AREA 10ROOF AREA #2 :REQUIRED VENTILATION 1,554 S.F. / 150 = 10.36 S.F. X 144 S.I. = 1,492 S.I. LOW = 50% X 1,492 = 746 S.I. HIGH = 50% X 1,492 = 746 S.I.PROVIDED VENTILATION LOW (O'HAGIN) = 11 VENTS X 72 S.I. = 792 S.I. HIGH (ATTIC ACCESS) = 3 VENTS X 396 S.I. = 1,188ROOF AREA #4 :REQUIRED VENTILATION 652 S.F. / 150 = 4.35 S.F. X 144 S.I. = 626 S.I. LOW = 50% X 626 = 313 S.I. HIGH = 50% X 626 = 313 S.I.PROVIDED VENTILATION LOW (O'HAGIN) = 5 VENTS X 72 S.I. = 360 S.I. HIGH (ATTIC ACCESS) = 2 VENTS X 396 S.I. = 792 S.I.ROOF AREA #7 :REQUIRED VENTILATION 293 S.F. / 150 = 1.96 S.F. X 144 S.I. = 283 S.I.PROVIDED VENTILATION PARAPET WALL LOUVER = 2 VENTS X 110 S.I. = 220 O'HAGIN VENT = 1 VENT X 72 S.I. = 72 S.I. TOTAL PROVIDED = 292 S.I.ROOF AREA #10 :REQUIRED VENTILATION 280 S.F. / 150 = 1.87 S.F. X 144 S.I. = 270 S.I. LOW = 50% X 270 = 135 S.I. HIGH = 50% X 270 = 135 S.I.PROVIDED VENTILATION LOW (O'HAGIN) = 2 VENTS X 72 S.I. = 144 S.I. HIGH (O'HAGIN) = 2 VENTS X 72 S.I. = 144 S.I.AREA 9ROOF AREA #9 :REQUIRED VENTILATION 2,279 S.F. / 150 = 15.19 S.F. X 144 S.I. = 2,188 S.I. LOW = 50% X 2,188 = 1,094 S.I. HIGH = 50% X 2,188 = 1,094 S.I.PROVIDED VENTILATION LOW (O'HAGIN) = 16 VENTS X 72 S.I. = 1,152 S.I. HIGH (ATTIC ACCESS) = 7 VENTS X 396 S.I. = 2,772 S.I.4'-4"4'-4"7'-8"1AD-61.24AD-61.26AD-61.25AD-61.210AD-61.23AD-61.12AD-61.113AD-61.110,18AD-61.112AD-61.12AD-61.08AD-61.014,22AD-61.011AD-251A2-612A2-601A2-602A2-611A2-622A2-623A2-6211A2-70A2-7022A2-70A2-70AA2-80BA2-80AA2-81BA2-81AAAAA2-82AAA2-83BA2-83A24AD-61.013455566710'-0"44'-0"10'-0"18'-0"12'-0"55'-0" 10'-0"38'-0"10'-0"19'-0"12'-0"5'-0"24'-0"5'-0"5'-0"5'-0"3'-0"3'-0"5'-0"5'-0"3'-0"3'-0"5'-0"12'-0"5'-0"5'-0"5'-0" 9'-11"18'-8"15'-0"11'-0"3'-2"47'-9"13'-4"16'-3"4'-4"31'-6"2'-10"11'-0"SOLAR READYAREA 440 S.F.SOLAR READYAREA 180 S.F.SOLAR READYAREA 660 S.F.SOLAR READYAREA 185 S.F.SOLAR READYAREA 380 S.F.11AD-25SOLAR READYAREA 662 S.F.SOLAR READYAREA 190 S.F.SOLAR READYAREA 170 S.F.SOLAR READYAREA 270 S.F.2'-9"2'-9"2'-9"2'-9"2'-9"2'-9"2'-9"2'-9"AREA 3ROOF AREA #3 :REQUIRED VENTILATION 2,130 S.F. / 150 = 14.2 S.F. X 144 S.I. = 2,045 S.I.PROVIDED VENTILATION GRAVITY = 4 VENTS X 520 S.I. = 2,080 S.I. TOTAL PROVIDED = 2,080 S.I.AREA 5ROOF AREA #5 :REQUIRED VENTILATION 1,343 S.F. / 150 = 8.95 S.F. X 144 S.I. = 1,289 S.I. LOW = 50% X 1,289 = 645 S.I. HIGH = 50% X 1,289 = 645 S.I.PROVIDED VENTILATION LOW (O'HAGIN) = 9 VENTS X 72 S.I. = 648 S.I. HIGH (ATTIC ACCESS) = 4 VENTS X 396 S.I. = 1,584 S.I.AREA 6ROOF AREA #6 :REQUIRED VENTILATION 4,377 S.F. / 150 = 29 S.F. X 144 S.I. = 4,202 S.I.PROVIDED VENTILATION GRAVITY = 9 VENTS X 520 S.I. = 4,680 S.I. TOTAL PROVIDED = 4,680 S.I.AREA 12ROOF AREA #12 :REQUIRED VENTILATION 3,583 S.F. / 150 = 24.89 S.F. X 144 S.I. = 3,584 S.I.PROVIDED VENTILATION GRAVITY = 7 VENTS X 520 S.I. = 3,640 S.I.AREA 8ROOF AREA #8 :REQUIRED VENTILATION 2,360 S.F. / 150 = 15.73 S.F. X 144 S.I. = 2,265 S.I. LOW = 50% X 2,265 = 1,133 S.I. HIGH = 50% X 2,265 = 1,133 S.I.PROVIDED VENTILATION LOW (O'HAGIN) = 16 VENTS X 72 S.I. = 1,152 S.I. HIGH (ATTIC ACCESS) = 8 VENTS X 396 S.I. = 3,168 S.I.AREA 11ROOF AREA #11 :REQUIRED VENTILATION 1,186 S.F. / 150 = 7.91 S.F. X 144 S.I. = 1,139S.I. LOW = 50% X 1,139 = 570 S.I. HIGH = 50% X 1,139 = 570 S.I.PROVIDED VENTILATION LOW (O'HAGIN) = 8 VENTS X 72 S.I. = 576 S.I. HIGH (ATTIC ACCESS) = 3 VENTS X 396 S.I. = 1,188 S.I.CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING B ROOFPLANA2-56MECHANICAL SHAFT - SEE MECHANICALROOFTOP GAS BOILER LOCATION ON EQUIPMENT PLATFORM - SEE PLUMBINGROOF HATCH WITH ALTERNATING TREAD DEVICE FROM STAIR SHAFTTRASH CHUTE VENTEQUIPMENT PLATFORMCANOPY BELOWLINE OF BLDG BELOWROOF PLAN NOTESKEYNOTESVENTED ATTIC DESIGN1.TYPICAL ROOFING DETAILS ARE INTENDED TO SHOW GENERAL DESIGN INTENTAND SHOULD BE VERIFIED AGAINST MANUFACTURER'S RECOMMENDATIONS& REQUIREMENTS FOR EACH CONDITION. SEE SHEETS2.ROOF INSULATION SHALL BE R-30. REFER TO ENERGY REPORT FOR ADDITIONALINFORMATION.3.PER CBC SECTION 718.4. EXCEPTION , DRAFTSTOPPING IS NOT REQUIRED IN BUILDINGSEQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITHNFPA 13.4.ATTIC ACCESS NOT REQUIRED WHERE VERTICAL HEIGHT IN ATTIC IS LESS THAN 30".5.VERIFY SIZE AND LOCATION OF ALL ROOF PENETRATIONS AND EQUIPMENT WITHSTRUCTURAL, MECHANICAL AND PLUMBING DWGS.6.AS REQUIRED BY CBC SEC. 1015.6 : 42" MIN. GUARDS SHALL BE PROVIDED WHEREAPPLIANCES, EQUIPMENT, FANS, ROOF HATCHES OR OTHER COMPONENTS THAT REQUIRESERVICE ARE LOCATED WITHIN 10 FEET OF A ROOF EDGE OR OPEN EDGE OR OPEN SIDE OFA WALKING SURFACE AND SUCH EDGE OR OPEN SIDE IS LOCATED MORE THAN 30 INCHESABOVE THE FLOOR, ROOF OR GRADE BELOW. THE GUARD SHALL BE CONSTRUCTED SO ASTO PREVENT THE PASSAGE OF A SPHERE 21 INCHES IN DIAMETER.7.ROOFING TO BE CLASS 'A' ROOFING.8.ROOF TRUSS DEPTH ASSUMED TO BE 24" MIN. VERIFY WITH TRUSS DESIGNER.9.PENETRATIONS SHALL BE 18" MIN. FROM VALLEYS, HIPS, RIDGES OR PARAPETS UNLESSAPPROVED BY ROOFING MANUFACTURER.10.PARAPETS AND TALL ROOF WALLS MAY REQUIRE BRACING- REFER TO STRL DRAWINGSAND COORDINATE WITH TRUSS DESIGNER.11.SEE EXTERIOR BUILDING MAINTENANCE PLANS FOR ADDITIONAL INFORMATION.12.TPO ROOFING AT LOW-SLOPE ROOF AREAS SHALL COMPLY WITH UL ER 1306-01 AND CRRC#0676-0001. ROOFING TILES AT PITCHED ROOFS SHALL COMPLY WITH IAPMO ESR-1900 ANDCRRC #0918-0039. ROOFING TILES SHALL WEIGH NO MORE THAN 10 POUNDS PER SQUAREFOOT, INSTALLED.-AD-61.2DESCRIPTIONROOF ASSEMBLIESFIRE RATINGDETAIL REFERENCE(S)ROOF CONSTRUCTION & ASSOCIATED SECONDARY MEMBERSINTERIOR ROOF CEILING (JOISTS)EXTERIOR ROOF/CEILING (JOISTS)1 HR1 HR8/AD-21, 9/AD-219/AD-21-AD-61.0TOSLOPE ROOF 1/2" PER FOOT MINROOF PRIMARY AND OVERFLOW DRAINBUILT-UP CRICKET 1/4" PER FOOT MINFIRE WALL - EXTENDS TO UNDERSIDE OF ROOF SHEATHING, TYP U.N.O.HATCHED AREA INDICATES NO ROOF PENETRATIONS ALLOWED WITHIN4'-0", UN.O. IN PLAN, OF THE FIRE WALLROOF MEMBRANE WALKING PAD. 30" WIDE. SECURE TO ROOFING PERMANUFACTURER'S RECOMMENDATIONS.SOLAR-READY NOTESA/C CONDENSER ON UNISTRUT RACK SYSTEM - SEE MECHANICALEXTERIOR BUILDING MAINTENANCE EQUIPMENT AND ANCHORS - REFER TOSTRL & EXTERIOR BUILDING MAINTENANCE DRAWINGS. COORDINATE WITHTRUSS DESIGNROOF HATCH WITH SAFETY RAILING SYSTEM(SIZE AS INDICATED ON PLAN)HIGH AND/OR LOW VENTS (FLAT ROOF): 24"X24" R.O. GRAVITY VENT BY FLASHCO ORAPPROVED EQUAL WITH 520 S.I. NET FREE VENTILATION AREA PER VENT.ATTIC ACCESS PANEL / VENT: WALL VENT WITH ATTIC ACCESS PANEL22"x30" WATERTIGHT SCREENED LOUVER, 396 SQ IN FREE VENT AREAHIGH AND/OR LOW VENTS (SLOPED ROOF): LOW PROFILE O'HAGIN STANDARD LINE,CHARCOAL COLOR OR APPROVED EQUAL WITH 72 S.I. NET FREE VENTILATION AREAPER VENT.DOWNSPOUT - REFER TO CIVIL DWGS FOR TERMINATIONS AND/OR TIE-IN TOSTORM DRAIN SYSTEM. PROVIDE SPLASH BLOCK AT TERMINATIONS TO GRADEOR LOW ROOFS. SEE ELEVATIONS FOR ADDITIONAL INFORMATION.ROOF PLAN LEGENDATTIC VENTILATION CALCS10,18AD-61.11.THE SOLAR ZONE SHALL COMPLY WITH ACCESS, PATHWAY, SMOKE VENTILATION, AND SPACINGREQUIREMENTS AS SPECIFIED IN TITLE 24, PART 9 OR OTHER PARTS OF TITLE 24 OR IN ANYREQUIREMENTS ADOPTED BY A LOCAL JURISDICTION.2.NO OBSTRUCTIONS, INCLUDING BUT NOT LIMITED TO VENTS, CHIMNEYS, ARCHITECTURALFEATURES, AND ROOF MOUNTED EQUIPMENT, SHALL BE LOCATED IN THE SOLAR ZONE.3.SOLAR ZONE MUST BE LOCATED NO CLOSER THAN TWICE THE DISTANCE, MEASURED IN THEHORIZONTAL PLANE, OF THE HEIGHT DIFFERENCE BETWEEN THE HIGHEST POINT OF THEOBSTRUCTION AND THE HORIZONTAL PROJECTION OF THE NEAREST POINT OF THE SOLAR ZONE,MEASURED IN THE VERTICAL PLANE.4.PROVIDE 2" CONDUIT BETWEEN SOLAR-READY ZONE AND ELECTRICAL ROOM(S).15AD-61.012AD-61.1ALL VENTILATION CALCULATIONS ARE BASED ON:11AD-2518AD-61.11234567XXPARAPET HEIGHT, AS MEASURED FROM TOP PLATE2AD-61.18AD-61.0SOLAR READY AREA, REFER TO NOTES AND CALCULATIONS ABOVESEE DETAIL 16/AD-61.1 FOR MORE INFORMATION ABOUT HOW THE ATTIC IS VENTED.4AD-61.2SLOPE TILE ROOF 4" PER FOOT3AD-61.1AA8AD-61SCUPPER TO DOWNSPOUTA22AD-61AASCALE:13/32"=1'-0"BUILDING B ROOF PLAN NBUILDING B SOLAR READY AREA :TOTAL ROOF AREA: 20,674 SFREQUIRED SOLAR READY AREA (15% OF ROOF AREA): 3,102 SFPROVIDED SOLAR READY AREA: 3,137 SF06-21-23 SPSPCLG. 9'-0"CLG. 9'-0"CLG. 9'-8"CLG. 9'-0"CLG. 9'-0"CLG. 9'-0"CLG. 9'-0"CLG. 9'-8"CLG. 8'-6"CLG. 9'-0"CLG. 9'-0"CLG. 9'-0"CLG. 6'-9"CLG. 6'-9" CEILING EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ3'-8 1/4"6"5'-3 1/2"1'-4 1/4"5'-0"EQEQ13'-0"EQEQ4'-11"CEILING6'-6 1/2"6'-6 1/2"7'-11 1/8"EQ EQ EQ EQ 6"6'-11 1/2"6'-11"6'-9"EQ6'-1"EQ EQ EQ 4'-2 3/8"EQ EQ EQ EQ 8'-6 1/4"3'-9 3/4"4'-4 1/4"13'-8 7/8"11'-5 3/4"25'-11 3/8"15'-6 7/8"15'-6 7/8"43'-6 1/2"EQEQEQEQ6'-7 3/8"5'-7 5/8"EQEQEQEQ4'-2 3/8"6'-9 5/8"6'-9 5/8"6'-9 5/8"1'-6 5/8"CEILING5'-9 1/4"4'-7 1/4"CEILING5'-11 5/8"EQEQ1'-6"3'-7 3/8"15'-4"9 3/4"1'-6"EQEQEQEQEQEQEQEQEQEQ2'-7" 4'-11"13'-9"13'-0"12'-7"12'-7"5'-0"8'-2 1/4"CEILING 2'-7" CEILING EQEQEQEQ3'-0"2'-2 1/4" 3'-0"EQEQ3'-0"8'-6"25'-9"34'-3"34'-3"34'-3"13'-1"22'-8"22'-8"22'-8"5'-4" 18'-0"25'-0 1/2"24'-11 1/2" 7'-0" 14'-8"16'-9 3/4"17'-1 1/2"4'-5"EQEQ5'-4"6'-0"6'-0"7'-6 3/4"7'-4" EQEQCENTER 3'-11 7/8"5'-8 3/4"5'-8 3/4"4'-10 1/8"2'-4"7'-0"6'-2"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING B FIRSTLEVEL RCPA2-57.1DECORATIVE FIXTURE20" X 30" ACCESS PANEL UNLESS SIZE AS INDICATED12RCP KEYNOTESRCP GENERAL NOTES7.5.4.1.2.3.REFER TO MECH. DWGS. FOR INFO ON SUPPLY & RETURN AIR VENTS, EXHAUSTFANS & MECH. EQUIP. GENERALLY, MECH. GRILLES SHALL BE ALIGNED W/CENETR OF LIGHT FIXTURES AND/OR EQUALLY SPACED BETWEEN FIXTURES.PAINT MECHANICAL GRILLES AND LIGHT TRIM RINGS AND EDGES TO MATCHADJACENT WALL/CEILING FINISH COLOR. DO NOT PAINT BRIGHT TRIM RINGS.SEE ELECT. DWGS. FOR SPECIFIC INFO. ON LIGHT FIXTURESCLG HTS INDICATED ARE MEASURED FROM F.F. OF PRIMARY FLR.(NOT FROM ADJ. SLOPES OR DEPRESSIONS) TO NOMINAL BOT. OFCLG FRM'G. REFER TO FLOOR PLANS FOR F.F. ELEVS.RECESSED CAN LIGHT FIXTURES SHALL BE LOCATED AS FOLLOWS (IFNOT SPECIFICALLY DIMENSIONED ON PLAN):IN GYPSUM BOARD CEILINGS:a. CENTERED IN THE AREAS IN WHICH THEY OCCURb. INSTALLED CENTERED IN LINE WITH EACH OTHERIN ACOUSTIC TILE CEILINGS:a. CENTERED IN ACOUSTIC TILEFIRE SPRINKLER HEADS TO BE SEMI-RECESSED TYPE AND SHALL BEINSTALLED AS FOLLOWS:IN GYPSUM BOARD CEILINGS:a. IN LINE WITH CENTER LINE OF LIGHT FIXTURESb. EQUALLY SPACED BETWEEN LIGHT FIXTURESIN ACOUSTIC TILE CEILINGS:a. CENTERED IN ACOUSTIC TILEFOR SOFFIT CONSTRUCTION SEE8.10.9.SUSPENDED CEILINGS SHALL COMPLY WITH CBCTABLES 25-A AND 16-O. SEEROUTE CONDUIT IN ATTIC SPACE IN A NEAT & ORDERLY MANNER,TIGHT TO UNDERSIDE OF SHTG.GYP. BD. CLGS SHALL BE PROVIDED W/ A PAINTED FINISH UNLESSANOTHER FINISH IS APPLIED THERETO. PROVIDE LIGHT SMOOTHTEXTURE W/ EGGSHELL PAINT. FOR WET AREAS PROVIDE SMOOTHFINISH W/ SEMI-GLOSS PAINT.11.ATTIC SPACES IN DROPPED CLGS. & FLR. ASSEMBLIES CONTAINNUMEROUS PIPES, DUCTS & THE LIKE W/ LIMITED CLEARDIMENSIONS. THE GENERAL CONTRACTOR SHALL CAREFULLYCOORDINATE THE LAYOUT OF UTILITIES, DUCTS & PIPES TO AVOIDCONGESTION & MAINTAIN CLG HTS. & CONFIGS.12.CRITERIA FOR ACOUSTIC TILE LAYOUT: THE GRID FOR ACOUSTIC TILESHOULD BE ESTABLISHED SUCH THAT EDGE TILES AT OPPOSITEWALLS ARE EQUAL AND SUCH THAT THE RESULTING RECESSEDLIGHT FIXTURES CONFIGURATION IS CENTERED WITHIN THE ROOM.13.DECORATIVE LIGHT FIXTURES > 20 LBS. SHALL BE MOUNTED TOBLKG. BETWEEN TRUSSES OR FLOOR JOISTS SEE14.SMOKE DAMPERS SHALL BE CLOSED BY ACTUATION OF A SMOKEDETECTOR INSTALLED IN ACCORDANCE WITH THE CA. FIRE CODE &ONE OF THE APPLICABLE METHODS LISTED UNDER C.B.C. 713.10.2-SEE THE FIRE ALARM CONTRACTOR'S SHOP DRWGS FOR SMOKEDETECTOR LOCATIONS & MECH. PLANS FOR SMOKE/FIRE DAMPERLOCATIONS.15.-AD-9120AD-9123AD-91CEILING TYPESSYMBOLS LEGENDRECESSED CEILING MOUNTED SPEAKERSMATERAIL & FINISHESCLG. X'-X"CEILING HEIGHT INDICATORRECESSED CAN LIGHT FIXTURE: IF RECESSED WITHIN RATED FLR/CLG. ORROOF/CLG. ASSEMBLY, FIXTURES SHALL BE WITHIN EQUALLY RATED FIREBOX. SEE ELECTRICAL DWGS.SURFACE MOUNT WALL SCONCE LIGHT FIXTURE AT UNIT ENTRYPROVIDE BATT SOUND INSULATION FULLY IN CEILING CAVITIES OF COMMONAREA AND AMENITY SPACE THAT OCCURS BELOW LIVING UNIT16.LIGHT IS CENTERED IN CEILING3WALL MOUNT "BUG EYE" EMERGENCY LUMINAIREEXIT SIGN / EMERGENCY LUMINAIRE COMBOCEILING FINISHES SHALL COMPLY WITH C.B.C. SECTION 803 & TABLE 803.136.ALL CEILINGS TO BE (1) LAYER 1/2" GYPSUM BOARD ON METAL STUDSUSPENSION SYSTEM PER DETAILSALL CEILINGS TO BE GENERAL CEILING PAINT U.N.O. AND SHALL COMPLY WITHCBC SECTION 803 AND 803.13.16AD-914AD-91SURFACE MOUNT CEILING LIGHT FIXTUREFOR ALL LIGHTING SYMBOLS NOT SHOWN HERE, SEEINTERIOR DESIGN DRAWINGS FOR FIXTURE TYPEHATCH INDICATES EXTERIOR STUCCO FINISH AT BUILDING BDASHED LINES INDICATE GYP. BD. WRAPPED STEEL OR WOOD BEAM ABOVE4ILLUMINATED EXIT SIGN SHOULD BE MOUNTED ON WALL ABOVE DOOR5FOR METAL CEILING JOIST SPAN CHARTS, SEE 4/AD-91.17.FOR HEAVY FIXTURE MOUNTING DETAIL, SEE 22/AD-9118.FOR DROPPED CEILING DETAILS AT THE CLUBROOM, SEE 16/AD-9119.FOR FAUX BEAM DETAIL AT FITNESS, SEE 15/AD-9120.SUPPLY VENTPOLE MOUNT LUMINAIRE AT GARAGESCALE:13/32"=1'-0"BUILDING B FIRST LEVEL RCPNA06-21-23 SPSPLV ELECRW G STAIR B1STAIR B2STAIR B3STAIR B4ELEV. B1ELEV. B2CLG. 8'-0"CLG. 7'-6"CLG. 8'-6"CLG. 8'-0"CLG. 8'-0"CLG. 8'-0"CLG. 8'-0"CLG. 7'-6" CEILING EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ3'-10 1/2"6"5'-3 1/2"1'-4 1/4"5'-0"EQEQ13'-0"EQEQ4'-11"CEILING6'-3 7/8"6'-3 7/8"8'-7"EQ EQ EQ EQ 6"6'-6"6'-11"7'-2 1/2"7'-9"EQ EQ EQ 4'-2 3/8"EQ EQ EQ EQ 8'-6 1/4"3'-9 3/4"4'-4 1/4"13'-8 7/8"8'-9 7/8"25'-1 1/4"18'-10"18'-10"43'-11 3/8"EQEQEQEQEQEQEQEQEQ3'-10 5/8"EQEQEQCEILING3'-9 3/8"1'-6"EQEQEQEQEQEQEQEQEQEQ7'-0" 11'-2 1/4"11'-2 1/4"13'-0"12'-7"12'-7"5'-0"EQCEILING 2'-4 3/4"34'-3"34'-3"34'-3"18'-4"22'-8"22'-8"22'-8"5'-4" 18'-0"25'-0 1/2"24'-11 1/2" 25'-0"6'-10 1/2"25'-4 1/2"25'-4 1/2"8'-10 1/2"4'-6"14'-5"1'-9 1/2"21'-3"18'-7 3/4"EQEQEQEQEQ1'-6"EQEQ3'-0"2'-2 1/4"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING B SECONDLEVEL RCPA2-57.2DECORATIVE FIXTURE20" X 30" ACCESS PANEL UNLESS SIZE AS INDICATED12RCP KEYNOTESRCP GENERAL NOTES7.5.4.1.2.3.REFER TO MECH. DWGS. FOR INFO ON SUPPLY & RETURN AIR VENTS, EXHAUSTFANS & MECH. EQUIP. GENERALLY, MECH. GRILLES SHALL BE ALIGNED W/CENETR OF LIGHT FIXTURES AND/OR EQUALLY SPACED BETWEEN FIXTURES.PAINT MECHANICAL GRILLES AND LIGHT TRIM RINGS AND EDGES TO MATCHADJACENT WALL/CEILING FINISH COLOR. DO NOT PAINT BRIGHT TRIM RINGS.SEE ELECT. DWGS. FOR SPECIFIC INFO. ON LIGHT FIXTURESCLG HTS INDICATED ARE MEASURED FROM F.F. OF PRIMARY FLR.(NOT FROM ADJ. SLOPES OR DEPRESSIONS) TO NOMINAL BOT. OFCLG FRM'G. REFER TO FLOOR PLANS FOR F.F. ELEVS.RECESSED CAN LIGHT FIXTURES SHALL BE LOCATED AS FOLLOWS (IFNOT SPECIFICALLY DIMENSIONED ON PLAN):IN GYPSUM BOARD CEILINGS:a. CENTERED IN THE AREAS IN WHICH THEY OCCURb. INSTALLED CENTERED IN LINE WITH EACH OTHERIN ACOUSTIC TILE CEILINGS:a. CENTERED IN ACOUSTIC TILEFIRE SPRINKLER HEADS TO BE SEMI-RECESSED TYPE AND SHALL BEINSTALLED AS FOLLOWS:IN GYPSUM BOARD CEILINGS:a. IN LINE WITH CENTER LINE OF LIGHT FIXTURESb. EQUALLY SPACED BETWEEN LIGHT FIXTURESIN ACOUSTIC TILE CEILINGS:a. CENTERED IN ACOUSTIC TILEFOR SOFFIT CONSTRUCTION SEE8.10.9.SUSPENDED CEILINGS SHALL COMPLY WITH CBCTABLES 25-A AND 16-O. SEEROUTE CONDUIT IN ATTIC SPACE IN A NEAT & ORDERLY MANNER,TIGHT TO UNDERSIDE OF SHTG.GYP. BD. CLGS SHALL BE PROVIDED W/ A PAINTED FINISH UNLESSANOTHER FINISH IS APPLIED THERETO. PROVIDE LIGHT SMOOTHTEXTURE W/ EGGSHELL PAINT. FOR WET AREAS PROVIDE SMOOTHFINISH W/ SEMI-GLOSS PAINT.11.ATTIC SPACES IN DROPPED CLGS. & FLR. ASSEMBLIES CONTAINNUMEROUS PIPES, DUCTS & THE LIKE W/ LIMITED CLEARDIMENSIONS. THE GENERAL CONTRACTOR SHALL CAREFULLYCOORDINATE THE LAYOUT OF UTILITIES, DUCTS & PIPES TO AVOIDCONGESTION & MAINTAIN CLG HTS. & CONFIGS.12.CRITERIA FOR ACOUSTIC TILE LAYOUT: THE GRID FOR ACOUSTIC TILESHOULD BE ESTABLISHED SUCH THAT EDGE TILES AT OPPOSITEWALLS ARE EQUAL AND SUCH THAT THE RESULTING RECESSEDLIGHT FIXTURES CONFIGURATION IS CENTERED WITHIN THE ROOM.13.DECORATIVE LIGHT FIXTURES > 20 LBS. SHALL BE MOUNTED TOBLKG. BETWEEN TRUSSES OR FLOOR JOISTS SEE14.SMOKE DAMPERS SHALL BE CLOSED BY ACTUATION OF A SMOKEDETECTOR INSTALLED IN ACCORDANCE WITH THE CA. FIRE CODE &ONE OF THE APPLICABLE METHODS LISTED UNDER C.B.C. 713.10.2-SEE THE FIRE ALARM CONTRACTOR'S SHOP DRWGS FOR SMOKEDETECTOR LOCATIONS & MECH. PLANS FOR SMOKE/FIRE DAMPERLOCATIONS.15.-AD-9120AD-9123AD-91CEILING TYPESSYMBOLS LEGENDRECESSED CEILING MOUNTED SPEAKERSMATERAIL & FINISHESCLG. X'-X"CEILING HEIGHT INDICATORRECESSED CAN LIGHT FIXTURE: IF RECESSED WITHIN RATED FLR/CLG. ORROOF/CLG. ASSEMBLY, FIXTURES SHALL BE WITHIN EQUALLY RATED FIREBOX. SEE ELECTRICAL DWGS.SURFACE MOUNT WALL SCONCE LIGHT FIXTURE AT UNIT ENTRYPROVIDE BATT SOUND INSULATION FULLY IN CEILING CAVITIES OF COMMONAREA AND AMENITY SPACE THAT OCCURS BELOW LIVING UNIT16.LIGHT IS CENTERED IN CEILING3WALL MOUNT "BUG EYE" EMERGENCY LUMINAIREEXIT SIGN / EMERGENCY LUMINAIRE COMBOCEILING FINISHES SHALL COMPLY WITH C.B.C. SECTION 803 & TABLE 803.136.ALL CEILINGS TO BE (1) LAYER 1/2" GYPSUM BOARD ON METAL STUDSUSPENSION SYSTEM PER DETAILSALL CEILINGS TO BE GENERAL CEILING PAINT U.N.O. AND SHALL COMPLY WITHCBC SECTION 803 AND 803.13.16AD-914AD-91SURFACE MOUNT CEILING LIGHT FIXTUREFOR ALL LIGHTING SYMBOLS NOT SHOWN HERE, SEEINTERIOR DESIGN DRAWINGS FOR FIXTURE TYPEHATCH INDICATES EXTERIOR STUCCO FINISH AT BUILDING BDASHED LINES INDICATE GYP. BD. WRAPPED STEEL OR WOOD BEAM ABOVE4ILLUMINATED EXIT SIGN SHOULD BE MOUNTED ON WALL ABOVE DOOR5FOR METAL CEILING JOIST SPAN CHARTS, SEE 4/AD-91.17.FOR HEAVY FIXTURE MOUNTING DETAIL, SEE 22/AD-9118.FOR DROPPED CEILING DETAILS AT THE CLUBROOM, SEE 16/AD-9119.FOR FAUX BEAM DETAIL AT FITNESS, SEE 15/AD-9120.SUPPLY VENTPOLE MOUNT LUMINAIRE AT GARAGESCALE:13/32"=1'-0"BUILDING B SECOND LEVEL RCPNA06-21-23 SPSPLV ELECRW G EVEV EV EVEVEVEVEVEVCLG. 8'-0"CLG. 7'-6"CLG. 8'-6"CLG. 8'-0"CLG. 8'-0"CLG. 8'-0"CLG. 8'-0"CLG. 7'-6"CLG. 9'-0" CEILING EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ3'-10 1/2"6"5'-3 1/2"1'-4 1/4"5'-0"EQEQ13'-0"EQEQ4'-11"CEILING6'-3 7/8"6'-3 7/8"8'-7 1/2"EQ EQ EQ EQ 6"6'-6"6'-11"7'-2 1/2"7'-9"EQ EQ EQ 4'-2 3/8"EQ EQ EQ EQ 8'-6 1/4"3'-9 3/4"4'-4 1/4"13'-8 7/8"8'-9 7/8"25'-1 1/4"18'-10"18'-10"43'-11 3/8"EQEQEQEQEQEQEQEQEQ3'-10 5/8"EQEQEQ3'-9 3/8"1'-6"EQEQEQEQEQEQEQEQEQEQ7'-0" 11'-2 1/4"11'-2 1/4"13'-0"12'-7"12'-7"5'-0"EQCEILING 2'-4 3/4"34'-3"34'-3"25'-0"5'-4"25'-0"6'-10 1/2"25'-4 1/2"25'-4 1/2"8'-10 1/2"4'-6"14'-5"1'-9 1/2"21'-3"18'-7 3/4"EQEQEQEQEQ1'-6"EQEQ3'-0"2'-2 1/4"25'-0"34'-3"18'-4"3'-3 7/8"69'-3 7/8"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING B THIRDLEVEL RCPA2-57.3DECORATIVE FIXTURE20" X 30" ACCESS PANEL UNLESS SIZE AS INDICATED12RCP KEYNOTESRCP GENERAL NOTES7.5.4.1.2.3.REFER TO MECH. DWGS. FOR INFO ON SUPPLY & RETURN AIR VENTS, EXHAUSTFANS & MECH. EQUIP. GENERALLY, MECH. GRILLES SHALL BE ALIGNED W/CENETR OF LIGHT FIXTURES AND/OR EQUALLY SPACED BETWEEN FIXTURES.PAINT MECHANICAL GRILLES AND LIGHT TRIM RINGS AND EDGES TO MATCHADJACENT WALL/CEILING FINISH COLOR. DO NOT PAINT BRIGHT TRIM RINGS.SEE ELECT. DWGS. FOR SPECIFIC INFO. ON LIGHT FIXTURESCLG HTS INDICATED ARE MEASURED FROM F.F. OF PRIMARY FLR.(NOT FROM ADJ. SLOPES OR DEPRESSIONS) TO NOMINAL BOT. OFCLG FRM'G. REFER TO FLOOR PLANS FOR F.F. ELEVS.RECESSED CAN LIGHT FIXTURES SHALL BE LOCATED AS FOLLOWS (IFNOT SPECIFICALLY DIMENSIONED ON PLAN):IN GYPSUM BOARD CEILINGS:a. CENTERED IN THE AREAS IN WHICH THEY OCCURb. INSTALLED CENTERED IN LINE WITH EACH OTHERIN ACOUSTIC TILE CEILINGS:a. CENTERED IN ACOUSTIC TILEFIRE SPRINKLER HEADS TO BE SEMI-RECESSED TYPE AND SHALL BEINSTALLED AS FOLLOWS:IN GYPSUM BOARD CEILINGS:a. IN LINE WITH CENTER LINE OF LIGHT FIXTURESb. EQUALLY SPACED BETWEEN LIGHT FIXTURESIN ACOUSTIC TILE CEILINGS:a. CENTERED IN ACOUSTIC TILEFOR SOFFIT CONSTRUCTION SEE8.10.9.SUSPENDED CEILINGS SHALL COMPLY WITH CBCTABLES 25-A AND 16-O. SEEROUTE CONDUIT IN ATTIC SPACE IN A NEAT & ORDERLY MANNER,TIGHT TO UNDERSIDE OF SHTG.GYP. BD. CLGS SHALL BE PROVIDED W/ A PAINTED FINISH UNLESSANOTHER FINISH IS APPLIED THERETO. PROVIDE LIGHT SMOOTHTEXTURE W/ EGGSHELL PAINT. FOR WET AREAS PROVIDE SMOOTHFINISH W/ SEMI-GLOSS PAINT.11.ATTIC SPACES IN DROPPED CLGS. & FLR. ASSEMBLIES CONTAINNUMEROUS PIPES, DUCTS & THE LIKE W/ LIMITED CLEARDIMENSIONS. THE GENERAL CONTRACTOR SHALL CAREFULLYCOORDINATE THE LAYOUT OF UTILITIES, DUCTS & PIPES TO AVOIDCONGESTION & MAINTAIN CLG HTS. & CONFIGS.12.CRITERIA FOR ACOUSTIC TILE LAYOUT: THE GRID FOR ACOUSTIC TILESHOULD BE ESTABLISHED SUCH THAT EDGE TILES AT OPPOSITEWALLS ARE EQUAL AND SUCH THAT THE RESULTING RECESSEDLIGHT FIXTURES CONFIGURATION IS CENTERED WITHIN THE ROOM.13.DECORATIVE LIGHT FIXTURES > 20 LBS. SHALL BE MOUNTED TOBLKG. BETWEEN TRUSSES OR FLOOR JOISTS SEE14.SMOKE DAMPERS SHALL BE CLOSED BY ACTUATION OF A SMOKEDETECTOR INSTALLED IN ACCORDANCE WITH THE CA. FIRE CODE &ONE OF THE APPLICABLE METHODS LISTED UNDER C.B.C. 713.10.2-SEE THE FIRE ALARM CONTRACTOR'S SHOP DRWGS FOR SMOKEDETECTOR LOCATIONS & MECH. PLANS FOR SMOKE/FIRE DAMPERLOCATIONS.15.-AD-9120AD-9123AD-91CEILING TYPESSYMBOLS LEGENDRECESSED CEILING MOUNTED SPEAKERSMATERAIL & FINISHESCLG. X'-X"CEILING HEIGHT INDICATORRECESSED CAN LIGHT FIXTURE: IF RECESSED WITHIN RATED FLR/CLG. ORROOF/CLG. ASSEMBLY, FIXTURES SHALL BE WITHIN EQUALLY RATED FIREBOX. SEE ELECTRICAL DWGS.SURFACE MOUNT WALL SCONCE LIGHT FIXTURE AT UNIT ENTRYPROVIDE BATT SOUND INSULATION FULLY IN CEILING CAVITIES OF COMMONAREA AND AMENITY SPACE THAT OCCURS BELOW LIVING UNIT16.LIGHT IS CENTERED IN CEILING3WALL MOUNT "BUG EYE" EMERGENCY LUMINAIREEXIT SIGN / EMERGENCY LUMINAIRE COMBOCEILING FINISHES SHALL COMPLY WITH C.B.C. SECTION 803 & TABLE 803.136.ALL CEILINGS TO BE (1) LAYER 1/2" GYPSUM BOARD ON METAL STUDSUSPENSION SYSTEM PER DETAILSALL CEILINGS TO BE GENERAL CEILING PAINT U.N.O. AND SHALL COMPLY WITHCBC SECTION 803 AND 803.13.16AD-914AD-91SURFACE MOUNT CEILING LIGHT FIXTUREFOR ALL LIGHTING SYMBOLS NOT SHOWN HERE, SEEINTERIOR DESIGN DRAWINGS FOR FIXTURE TYPEHATCH INDICATES EXTERIOR STUCCO FINISH AT BUILDING BDASHED LINES INDICATE GYP. BD. WRAPPED STEEL OR WOOD BEAM ABOVE4ILLUMINATED EXIT SIGN SHOULD BE MOUNTED ON WALL ABOVE DOOR5FOR METAL CEILING JOIST SPAN CHARTS, SEE 4/AD-91.17.FOR HEAVY FIXTURE MOUNTING DETAIL, SEE 22/AD-9118.FOR DROPPED CEILING DETAILS AT THE CLUBROOM, SEE 16/AD-9119.FOR FAUX BEAM DETAIL AT FITNESS, SEE 15/AD-9120.SUPPLY VENTPOLE MOUNT LUMINAIRE AT GARAGESCALE:13/32"=1'-0"BUILDING B THIRD LEVEL RCPNA06-21-23 SPSPRW GCLG. 8'-0"CLG. 8'-0"CLG. 8'-0"CLG. 8'-0"CLG. 8'-0"CLG. 8'-6"CLG. 7'-6"CLG. 7'-6"CLG. 9'-0" CEILING EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ3'-10 1/2"6"5'-3 1/2"1'-4 1/4"5'-0"EQEQ13'-0"EQEQ4'-11"CEILING6'-3 7/8"6'-3 7/8"8'-7"EQ EQ EQ EQ 6"6'-6"6'-11"7'-2 1/2"7'-9"EQ EQ EQ 4'-2 3/8"EQ EQ EQ EQ 8'-6 1/4"3'-9 3/4"4'-4 1/4"13'-8 7/8"8'-9 7/8"25'-1 1/4"18'-10"18'-10"43'-11 3/8"EQEQEQEQEQEQEQEQEQ3'-10 5/8"EQEQEQ3'-9 3/8"1'-6"EQEQEQEQEQEQEQEQEQEQ7'-0" 11'-2 1/4"11'-2 1/4"13'-0"12'-7"12'-7"5'-0"EQCEILING 2'-4 3/4"6'-10 1/2"4'-6"14'-5"1'-9 1/2"21'-3"18'-7 3/4"EQEQEQEQEQ1'-6"EQEQ3'-0"2'-2 1/4"3'-3 7/8"20'-11 7/8"30'-0 1/4"19'-1"99'-4 1/4"9'-10"69'-0"31'-9 7/8"60'-3 1/8"39'-9"29'-10"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING B FOURTHLEVEL RCPA2-57.4DECORATIVE FIXTURE20" X 30" ACCESS PANEL UNLESS SIZE AS INDICATED12RCP KEYNOTESRCP GENERAL NOTES7.5.4.1.2.3.REFER TO MECH. DWGS. FOR INFO ON SUPPLY & RETURN AIR VENTS, EXHAUSTFANS & MECH. EQUIP. GENERALLY, MECH. GRILLES SHALL BE ALIGNED W/CENETR OF LIGHT FIXTURES AND/OR EQUALLY SPACED BETWEEN FIXTURES.PAINT MECHANICAL GRILLES AND LIGHT TRIM RINGS AND EDGES TO MATCHADJACENT WALL/CEILING FINISH COLOR. DO NOT PAINT BRIGHT TRIM RINGS.SEE ELECT. DWGS. FOR SPECIFIC INFO. ON LIGHT FIXTURESCLG HTS INDICATED ARE MEASURED FROM F.F. OF PRIMARY FLR.(NOT FROM ADJ. SLOPES OR DEPRESSIONS) TO NOMINAL BOT. OFCLG FRM'G. REFER TO FLOOR PLANS FOR F.F. ELEVS.RECESSED CAN LIGHT FIXTURES SHALL BE LOCATED AS FOLLOWS (IFNOT SPECIFICALLY DIMENSIONED ON PLAN):IN GYPSUM BOARD CEILINGS:a. CENTERED IN THE AREAS IN WHICH THEY OCCURb. INSTALLED CENTERED IN LINE WITH EACH OTHERIN ACOUSTIC TILE CEILINGS:a. CENTERED IN ACOUSTIC TILEFIRE SPRINKLER HEADS TO BE SEMI-RECESSED TYPE AND SHALL BEINSTALLED AS FOLLOWS:IN GYPSUM BOARD CEILINGS:a. IN LINE WITH CENTER LINE OF LIGHT FIXTURESb. EQUALLY SPACED BETWEEN LIGHT FIXTURESIN ACOUSTIC TILE CEILINGS:a. CENTERED IN ACOUSTIC TILEFOR SOFFIT CONSTRUCTION SEE8.10.9.SUSPENDED CEILINGS SHALL COMPLY WITH CBCTABLES 25-A AND 16-O. SEEROUTE CONDUIT IN ATTIC SPACE IN A NEAT & ORDERLY MANNER,TIGHT TO UNDERSIDE OF SHTG.GYP. BD. CLGS SHALL BE PROVIDED W/ A PAINTED FINISH UNLESSANOTHER FINISH IS APPLIED THERETO. PROVIDE LIGHT SMOOTHTEXTURE W/ EGGSHELL PAINT. FOR WET AREAS PROVIDE SMOOTHFINISH W/ SEMI-GLOSS PAINT.11.ATTIC SPACES IN DROPPED CLGS. & FLR. ASSEMBLIES CONTAINNUMEROUS PIPES, DUCTS & THE LIKE W/ LIMITED CLEARDIMENSIONS. THE GENERAL CONTRACTOR SHALL CAREFULLYCOORDINATE THE LAYOUT OF UTILITIES, DUCTS & PIPES TO AVOIDCONGESTION & MAINTAIN CLG HTS. & CONFIGS.12.CRITERIA FOR ACOUSTIC TILE LAYOUT: THE GRID FOR ACOUSTIC TILESHOULD BE ESTABLISHED SUCH THAT EDGE TILES AT OPPOSITEWALLS ARE EQUAL AND SUCH THAT THE RESULTING RECESSEDLIGHT FIXTURES CONFIGURATION IS CENTERED WITHIN THE ROOM.13.DECORATIVE LIGHT FIXTURES > 20 LBS. SHALL BE MOUNTED TOBLKG. BETWEEN TRUSSES OR FLOOR JOISTS SEE14.SMOKE DAMPERS SHALL BE CLOSED BY ACTUATION OF A SMOKEDETECTOR INSTALLED IN ACCORDANCE WITH THE CA. FIRE CODE &ONE OF THE APPLICABLE METHODS LISTED UNDER C.B.C. 713.10.2-SEE THE FIRE ALARM CONTRACTOR'S SHOP DRWGS FOR SMOKEDETECTOR LOCATIONS & MECH. PLANS FOR SMOKE/FIRE DAMPERLOCATIONS.15.-AD-9120AD-9123AD-91CEILING TYPESSYMBOLS LEGENDRECESSED CEILING MOUNTED SPEAKERSMATERAIL & FINISHESCLG. X'-X"CEILING HEIGHT INDICATORRECESSED CAN LIGHT FIXTURE: IF RECESSED WITHIN RATED FLR/CLG. ORROOF/CLG. ASSEMBLY, FIXTURES SHALL BE WITHIN EQUALLY RATED FIREBOX. SEE ELECTRICAL DWGS.SURFACE MOUNT WALL SCONCE LIGHT FIXTURE AT UNIT ENTRYPROVIDE BATT SOUND INSULATION FULLY IN CEILING CAVITIES OF COMMONAREA AND AMENITY SPACE THAT OCCURS BELOW LIVING UNIT16.LIGHT IS CENTERED IN CEILING3WALL MOUNT "BUG EYE" EMERGENCY LUMINAIREEXIT SIGN / EMERGENCY LUMINAIRE COMBOCEILING FINISHES SHALL COMPLY WITH C.B.C. SECTION 803 & TABLE 803.136.ALL CEILINGS TO BE (1) LAYER 1/2" GYPSUM BOARD ON METAL STUDSUSPENSION SYSTEM PER DETAILSALL CEILINGS TO BE GENERAL CEILING PAINT U.N.O. AND SHALL COMPLY WITHCBC SECTION 803 AND 803.13.16AD-914AD-91SURFACE MOUNT CEILING LIGHT FIXTUREFOR ALL LIGHTING SYMBOLS NOT SHOWN HERE, SEEINTERIOR DESIGN DRAWINGS FOR FIXTURE TYPEHATCH INDICATES EXTERIOR STUCCO FINISH AT BUILDING BDASHED LINES INDICATE GYP. BD. WRAPPED STEEL OR WOOD BEAM ABOVE4ILLUMINATED EXIT SIGN SHOULD BE MOUNTED ON WALL ABOVE DOOR5FOR METAL CEILING JOIST SPAN CHARTS, SEE 4/AD-91.17.FOR HEAVY FIXTURE MOUNTING DETAIL, SEE 22/AD-9118.FOR DROPPED CEILING DETAILS AT THE CLUBROOM, SEE 16/AD-9119.FOR FAUX BEAM DETAIL AT FITNESS, SEE 15/AD-9120.SUPPLY VENTPOLE MOUNT LUMINAIRE AT GARAGESCALE:13/32"=1'-0"BUILDING B FOURTH LEVEL RCPNA06-21-23 SPSPLV ELECELEC LVRW G DNCLG. 8'-0"CLG. 7'-6"CLG. 8'-0"CLG. 8'-6"CLG. 7'-6"CLG. 8'-0"CLG. 8'-0"CLG. 8'-0"CLG. 8'-0"CLG. 8'-0" CEILING EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ3'-10 1/2"6"5'-3 1/2"1'-4 1/4"5'-0"EQEQ13'-0"EQEQ4'-11"CEILING6'-3 7/8"6'-3 7/8"8'-7"EQ EQ EQ EQ 6"6'-6"6'-11"7'-2 1/2"7'-9"EQ EQ EQ 4'-2 3/8"EQ EQ EQ EQ 8'-6 1/4"3'-9 3/4"4'-4 1/4"13'-8 7/8"8'-9 7/8"25'-1 1/4"18'-10"18'-10"43'-11 3/8"EQEQEQEQEQEQEQEQEQ3'-10 5/8"EQEQEQ3'-9 3/8"1'-6"EQEQEQEQEQEQEQEQEQEQ7'-0" 11'-2 1/4"11'-2 1/4"13'-0"12'-7"12'-7"5'-0"EQCEILING 2'-4 3/4"6'-10 1/2"21'-3"18'-7 3/4"EQEQEQEQEQ1'-6"EQEQ3'-0"2'-2 1/4"3'-3 7/8"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING B FIFTHLEVEL RCPA2-57.5DECORATIVE FIXTURE20" X 30" ACCESS PANEL UNLESS SIZE AS INDICATED12RCP KEYNOTESRCP GENERAL NOTES7.5.4.1.2.3.REFER TO MECH. DWGS. FOR INFO ON SUPPLY & RETURN AIR VENTS, EXHAUSTFANS & MECH. EQUIP. GENERALLY, MECH. GRILLES SHALL BE ALIGNED W/CENETR OF LIGHT FIXTURES AND/OR EQUALLY SPACED BETWEEN FIXTURES.PAINT MECHANICAL GRILLES AND LIGHT TRIM RINGS AND EDGES TO MATCHADJACENT WALL/CEILING FINISH COLOR. DO NOT PAINT BRIGHT TRIM RINGS.SEE ELECT. DWGS. FOR SPECIFIC INFO. ON LIGHT FIXTURESCLG HTS INDICATED ARE MEASURED FROM F.F. OF PRIMARY FLR.(NOT FROM ADJ. SLOPES OR DEPRESSIONS) TO NOMINAL BOT. OFCLG FRM'G. REFER TO FLOOR PLANS FOR F.F. ELEVS.RECESSED CAN LIGHT FIXTURES SHALL BE LOCATED AS FOLLOWS (IFNOT SPECIFICALLY DIMENSIONED ON PLAN):IN GYPSUM BOARD CEILINGS:a. CENTERED IN THE AREAS IN WHICH THEY OCCURb. INSTALLED CENTERED IN LINE WITH EACH OTHERIN ACOUSTIC TILE CEILINGS:a. CENTERED IN ACOUSTIC TILEFIRE SPRINKLER HEADS TO BE SEMI-RECESSED TYPE AND SHALL BEINSTALLED AS FOLLOWS:IN GYPSUM BOARD CEILINGS:a. IN LINE WITH CENTER LINE OF LIGHT FIXTURESb. EQUALLY SPACED BETWEEN LIGHT FIXTURESIN ACOUSTIC TILE CEILINGS:a. CENTERED IN ACOUSTIC TILEFOR SOFFIT CONSTRUCTION SEE8.10.9.SUSPENDED CEILINGS SHALL COMPLY WITH CBCTABLES 25-A AND 16-O. SEEROUTE CONDUIT IN ATTIC SPACE IN A NEAT & ORDERLY MANNER,TIGHT TO UNDERSIDE OF SHTG.GYP. BD. CLGS SHALL BE PROVIDED W/ A PAINTED FINISH UNLESSANOTHER FINISH IS APPLIED THERETO. PROVIDE LIGHT SMOOTHTEXTURE W/ EGGSHELL PAINT. FOR WET AREAS PROVIDE SMOOTHFINISH W/ SEMI-GLOSS PAINT.11.ATTIC SPACES IN DROPPED CLGS. & FLR. ASSEMBLIES CONTAINNUMEROUS PIPES, DUCTS & THE LIKE W/ LIMITED CLEARDIMENSIONS. THE GENERAL CONTRACTOR SHALL CAREFULLYCOORDINATE THE LAYOUT OF UTILITIES, DUCTS & PIPES TO AVOIDCONGESTION & MAINTAIN CLG HTS. & CONFIGS.12.CRITERIA FOR ACOUSTIC TILE LAYOUT: THE GRID FOR ACOUSTIC TILESHOULD BE ESTABLISHED SUCH THAT EDGE TILES AT OPPOSITEWALLS ARE EQUAL AND SUCH THAT THE RESULTING RECESSEDLIGHT FIXTURES CONFIGURATION IS CENTERED WITHIN THE ROOM.13.DECORATIVE LIGHT FIXTURES > 20 LBS. SHALL BE MOUNTED TOBLKG. BETWEEN TRUSSES OR FLOOR JOISTS SEE14.SMOKE DAMPERS SHALL BE CLOSED BY ACTUATION OF A SMOKEDETECTOR INSTALLED IN ACCORDANCE WITH THE CA. FIRE CODE &ONE OF THE APPLICABLE METHODS LISTED UNDER C.B.C. 713.10.2-SEE THE FIRE ALARM CONTRACTOR'S SHOP DRWGS FOR SMOKEDETECTOR LOCATIONS & MECH. PLANS FOR SMOKE/FIRE DAMPERLOCATIONS.15.-AD-9120AD-9123AD-91CEILING TYPESSYMBOLS LEGENDRECESSED CEILING MOUNTED SPEAKERSMATERAIL & FINISHESCLG. X'-X"CEILING HEIGHT INDICATORRECESSED CAN LIGHT FIXTURE: IF RECESSED WITHIN RATED FLR/CLG. ORROOF/CLG. ASSEMBLY, FIXTURES SHALL BE WITHIN EQUALLY RATED FIREBOX. SEE ELECTRICAL DWGS.SURFACE MOUNT WALL SCONCE LIGHT FIXTURE AT UNIT ENTRYPROVIDE BATT SOUND INSULATION FULLY IN CEILING CAVITIES OF COMMONAREA AND AMENITY SPACE THAT OCCURS BELOW LIVING UNIT16.LIGHT IS CENTERED IN CEILING3WALL MOUNT "BUG EYE" EMERGENCY LUMINAIREEXIT SIGN / EMERGENCY LUMINAIRE COMBOCEILING FINISHES SHALL COMPLY WITH C.B.C. SECTION 803 & TABLE 803.136.ALL CEILINGS TO BE (1) LAYER 1/2" GYPSUM BOARD ON METAL STUDSUSPENSION SYSTEM PER DETAILSALL CEILINGS TO BE GENERAL CEILING PAINT U.N.O. AND SHALL COMPLY WITHCBC SECTION 803 AND 803.13.16AD-914AD-91SURFACE MOUNT CEILING LIGHT FIXTUREFOR ALL LIGHTING SYMBOLS NOT SHOWN HERE, SEEINTERIOR DESIGN DRAWINGS FOR FIXTURE TYPEHATCH INDICATES EXTERIOR STUCCO FINISH AT BUILDING BDASHED LINES INDICATE GYP. BD. WRAPPED STEEL OR WOOD BEAM ABOVE4ILLUMINATED EXIT SIGN SHOULD BE MOUNTED ON WALL ABOVE DOOR5FOR METAL CEILING JOIST SPAN CHARTS, SEE 4/AD-91.17.FOR HEAVY FIXTURE MOUNTING DETAIL, SEE 22/AD-9118.FOR DROPPED CEILING DETAILS AT THE CLUBROOM, SEE 16/AD-9119.FOR FAUX BEAM DETAIL AT FITNESS, SEE 15/AD-9120.SUPPLY VENTPOLE MOUNT LUMINAIRE AT GARAGESCALE:13/32"=1'-0"BUILDING B FIFTH LEVEL RCPNA06-21-23 126.70'STAIR B3UNIT 2.3AUNIT 3.2CMPOEPARKING STRUCTURESTAIR B2UNIT 2.3BUNIT 4.1NUNIT 2.3BUNIT 4.1NUNIT 2.3BUNIT 4.1NUNIT 2.3CUNIT 4.1Q124.70' AVERAGE GRADE PLANE67'-10 5/8"AVERAGE HEIGHT OF MANSARD ROOFAVERAGE HEIGHT OF HIGHEST ROOFHJLDEAMNH.757'-10 7/8"56'-3 1/8"124.70' AVERAGE GRADE PLANEAVERAGE HEIGHT OF MANSARD ROOF137.89' FF147.97' FF158.05' FF168.13' FF126.70' FF137.89' FF147.97' FF158.05' FF168.13' FF126.70' FF124TYP.1415171132022821137.89' FF147.97' FF158.05' FF168.13' FF126.70' FF137.89' FF147.97' FF158.05' FF168.13' FF126.70' FF124TYP.131.84'143.47'153.55'163.62'126.00'136.34'147.97'158.05'2TYP.8TYP.2TYP.8TYP.8TYP.8TYP.TYP.8AA2-803.2TYP.3.2TYP.2AD-55.12AD-55.15AD-54.16AD-54.16AD-54.12AD-54.11112101A5-971A5-83TYP.TYP.1A5-81111210TYP.TYP.1313CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA06-21-23ADDENDUM ABUILDING B NORTH &EAST EXTERIORELEVATIONSA2-60SCALE:13/32"=1'-0"NORTH EXTERIOR ELEVATIONSCALE:23/32"=1'-0"EAST EXTERIOR ELEVATIONELEVATION NOTESBUILDING KEY PLAN ELEVATION LEGEND/KEYNOTESEXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOT ELEVATED,INSTALL TO SEGREGATE AREAS NOT EXCEEDING MORE THAN 144 SQ. FT. ONWALLS & NOT MORE THAN 100 SQ. FT. ON HORIZONTAL APPLICATIONS.DISTANCE BETWEEN JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTIONOR A LENGTH-TO-WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTS SHALL WRAPOUTSIDE CORNERS AND RETURN TO THE NEAREST INSIDE CORNER.FLOOR CONTROL / DRAINAGE JOINT IN EXTERIOR CEMENT PLASTEREXTERIOR CEMENT PLASTER: WITH 16/20 FINISH, PAINTWINDOW/DOOR TRIM: EPS 3 1/2 WIDE X 1 1/2" THICK, SMOOTH FINISH, TYP, U.N.O.EXHAUST TERMINATION - SEE MECH. PROVIDE MINIMUM DISTANCE OF 3' BETWEEN EXHAUSTVENTS AND ANY OPENINGS INTO THE BUILDINGRETAIL STOREFRONTSMOOTH FIBER CEMENT SIDING:METAL GUARDRAILCONDUCTOR HEAD & OVERFLOW, COLOR TO MATCH ADJACENTSURFACE1.ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHEREOCCURS) OR TOP OF FLOOR SHT'G, U.N.O. VERIFY SLAB ELEVATION WITH CIVIL.2.EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O.3.U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE.ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS.4.PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIORWALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS.5.PROVIDE EXTERIOR WALL OPENING FLASHING PER6.EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN AFLUSH SUBSTRATE SURFACE.7.DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WINDLOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS.8.PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED ANDSURFACE-MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING.9.SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLEACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TOCLOSURE OF FRAMING.10.ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O.GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUBCONTRACTOR.11.PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL.12.REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISHSELECTIONS.13.FOR PREFINISHED ITEMS, SUBMIT MANUFACTURER'S COLOR PALETTE TO ARCHITECT FORREVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BEAVAILABLE FOR THE BID PRICE.14.MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O.15.EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS ANDGENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'SRECOMMENDATIONS.16.FOR WINDOW TYPES, SEE BOTH THE OVERALL BUILDING PLANS AND ENLARGED UNIT PLANSA2-11 THRU A2-17, A2-51 THRU A2-55 AND A5-01 THRU A5-45.17.FOR ROOF SLOPE, SEE ROOF PLANS SHEETS A2-18 AND A2-56.18.FOR ROOF VENTING, SEE ROOF PLANS SHEETS A2-18 AND A2-56.4" DIAMETER ALUMINUM DOWNSPOUT CONNECT TO ONSITE STORM DRAINSYSTEM, COLOR TO MATCH ADJACENT SURFACE, U.N.O.EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 2 1/2" WIDE x 1 1/2" DEEPEXPOSED CMU: W/ 2" THICK MATCHING CAP AT TOP OF WALLGROUT:CONCAVE PROFILEEXPOSED CONCRETE-AD-51.0ADHERED MASONRY VENEER:2AD-2524AD-51.0GLASS GUARDRAIL AT PODIUMMETAL CANOPYEPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 1/2" DEEP11AD-51.011AD-51.022AD-61.0-AD-51.03AD-51.122AD-51.0OR2.12133.1414AD-61.0SIGNAGE, PROVIDE CONDUIT AND BOX, SEE ELECTRICAL5ART MURAL6TRELLIS78FLAT CONCRETE ROOF TILENBA4TH STREETMORTIMER STREET 5TH STREETFRENCH STREET MINTER STREET GFRC WAINSCOT:9ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATIONEPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 4" WIDE x 1 1/2" DEEP,3.2EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 10" WIDE x 3" DEEP OVER 6" WIDE x 1 1/2" DEEP3.3EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 10" WIDE x 3" DEEP OVER 12" WIDE x 1 1/2" DEEP3.4XEXHAUST GRILLE AT SIDE WALL OR UNDERSIDE OF PROJECTION10GARAGE SECURITY FENCE11CMU VEHICLE BARRIER WALL12CONCRETE COLUMN & CAP2AD-83EAD-82.1@ RESTAURANT@ RETAIL7AD-55.116AD-312,3,4AD-55.1AEXTEND FOAM TRIM 2" BEYOND WINDOW JAMBSAA13EXPANSION JOINTAGLASS GUARDRAIL AT ROOF DECK2.28AD-55.1GLASS GUARDRAIL AT UNIT2.39AD-55.112AAAAAAAAAAAAAAAA06-21-23 UNIT 1.1FCORRIDORUNIT 2.2PUNIT 2.2PUNIT 2.2PUNIT 2.2PUNIT 1.1FUNIT 2.2QUNIT 1.1FUNIT 1.1FUNIT 1.1JUNIT 2.1MUNIT 2.1QUNIT 2.1LUNIT 2.1LCORRIDORUNIT 2.1PCORRIDORCORRIDORCORRIDORUNIT 4.1LUNIT 4.1MUNIT 4.1MUNIT 4.1PUNIT 4.1MUNIT 3.1BUNIT 3.1BUNIT 3.1AUNIT 3.1BUNIT 3.1CELECTRICAL ROOM124.70' AVERAGE GRADE PLANE59'-0"126.70'AVERAGE HEIGHTOF MANSARD ROOF137.89' FF147.97' FF158.05' FF168.13' FF126.70' FF137.89' FF147.97' FF158.05' FF168.13' FF126.70' FF124TYP.UNIT 2.2MSTAIR B3UNIT 2.2LUNIT 2.2GUNIT 2.2HSTAIR B4UNIT 3.1AUNIT 3.1BUNIT 3.1BUNIT 2.2MUNIT 2.2JUNIT 3.1BUNIT 2.2MUNIT 2.2JUNIT 2.2KUNIT 2.2NUNIT 3.1CBREEZEWAYUNIT P1.1GUNIT 2.1JUNIT 2.1JUNIT 2.1JUNIT 2.1JUNIT P1.1HUNIT 1.1KUNIT 1.1KUNIT 1.1KUNIT 1.1KUNIT 2.3AUNIT 2.3BUNIT 2.3BUNIT 2.3BUNIT 2.3CELECTRICAL ROOMUNIT 2.1QUNIT 2.1LUNIT 2.1LUNIT 2.1PCORRIDORAVERAGE HEIGHTOF HIGHEST TOWERROOF124.70' AVERAGE GRADE PLANEAVERAGE HEIGHTOF HIGHESTMANSARD ROOF67'-10 1/2" 59'-0 1/2"137.89' FF147.97' FF158.05' FF168.13' FF126.70' FF137.89' FF147.97' FF158.05' FF168.13' FF126.70' FF124TYP.92TYP.8TYP.8TYP.2TYP.8TYP.8TYP.8TYP.3.2TYP.3TYP.3.2TYP.3.22AD-55.15AD-54.13AD-54.12AD-55.12AD-55.12AD-54.12AD-54.1TYP.2AD-55.1SIM.TYP.TYP.PROVIDE 12"LIMITERPROVIDE 12"LIMITER2.3CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA06-21-23ADDENDUM ABUILDING B SOUTH &WEST EXTERIORELEVATIONSA2-61SCALE:13/32"=1'-0"SOUTH EXTERIOR ELEVATIONSCALE:23/32"=1'-0"WEST EXTERIOR ELEVATIONELEVATION NOTESBUILDING KEY PLAN ELEVATION LEGEND/KEYNOTESEXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOT ELEVATED,INSTALL TO SEGREGATE AREAS NOT EXCEEDING MORE THAN 144 SQ. FT. ONWALLS & NOT MORE THAN 100 SQ. FT. ON HORIZONTAL APPLICATIONS.DISTANCE BETWEEN JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTIONOR A LENGTH-TO-WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTS SHALL WRAPOUTSIDE CORNERS AND RETURN TO THE NEAREST INSIDE CORNER.FLOOR CONTROL / DRAINAGE JOINT IN EXTERIOR CEMENT PLASTEREXTERIOR CEMENT PLASTER: WITH 16/20 FINISH, PAINTWINDOW/DOOR TRIM: EPS 3 1/2 WIDE X 1 1/2" THICK, SMOOTH FINISH, TYP, U.N.O.EXHAUST TERMINATION - SEE MECH. PROVIDE MINIMUM DISTANCE OF 3' BETWEEN EXHAUSTVENTS AND ANY OPENINGS INTO THE BUILDINGRETAIL STOREFRONTSMOOTH FIBER CEMENT SIDING:METAL GUARDRAILCONDUCTOR HEAD & OVERFLOW, COLOR TO MATCH ADJACENTSURFACE1.ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHEREOCCURS) OR TOP OF FLOOR SHT'G, U.N.O. VERIFY SLAB ELEVATION WITH CIVIL.2.EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O.3.U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE.ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS.4.PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIORWALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS.5.PROVIDE EXTERIOR WALL OPENING FLASHING PER6.EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN AFLUSH SUBSTRATE SURFACE.7.DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WINDLOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS.8.PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED ANDSURFACE-MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING.9.SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLEACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TOCLOSURE OF FRAMING.10.ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O.GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUBCONTRACTOR.11.PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL.12.REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISHSELECTIONS.13.FOR PREFINISHED ITEMS, SUBMIT MANUFACTURER'S COLOR PALETTE TO ARCHITECT FORREVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BEAVAILABLE FOR THE BID PRICE.14.MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O.15.EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS ANDGENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'SRECOMMENDATIONS.16.FOR WINDOW TYPES, SEE BOTH THE OVERALL BUILDING PLANS AND ENLARGED UNIT PLANSA2-11 THRU A2-17, A2-51 THRU A2-55 AND A5-01 THRU A5-45.17.FOR ROOF SLOPE, SEE ROOF PLANS SHEETS A2-18 AND A2-56.18.FOR ROOF VENTING, SEE ROOF PLANS SHEETS A2-18 AND A2-56.4" DIAMETER ALUMINUM DOWNSPOUT CONNECT TO ONSITE STORM DRAINSYSTEM, COLOR TO MATCH ADJACENT SURFACE, U.N.O.EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 2 1/2" WIDE x 1 1/2" DEEPEXPOSED CMU: W/ 2" THICK MATCHING CAP AT TOP OF WALLGROUT:CONCAVE PROFILEEXPOSED CONCRETE-AD-51.0ADHERED MASONRY VENEER:2AD-2524AD-51.0GLASS GUARDRAIL AT PODIUMMETAL CANOPYEPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 1/2" DEEP11AD-51.011AD-51.022AD-61.0-AD-51.03AD-51.122AD-51.0OR2.12133.1414AD-61.0SIGNAGE, PROVIDE CONDUIT AND BOX, SEE ELECTRICAL5ART MURAL6TRELLIS78FLAT CONCRETE ROOF TILENBA4TH STREETMORTIMER STREET 5TH STREETFRENCH STREET MINTER STREET GFRC WAINSCOT:9ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATIONEPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 4" WIDE x 1 1/2" DEEP,3.2EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 10" WIDE x 3" DEEP OVER 6" WIDE x 1 1/2" DEEP3.3EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 10" WIDE x 3" DEEP OVER 12" WIDE x 1 1/2" DEEP3.4XEXHAUST GRILLE AT SIDE WALL OR UNDERSIDE OF PROJECTION10GARAGE SECURITY FENCE11CMU VEHICLE BARRIER WALL12CONCRETE COLUMN & CAP2AD-83EAD-82.1@ RESTAURANT@ RETAIL7AD-55.116AD-312,3,4AD-55.1AEXTEND FOAM TRIM 2" BEYOND WINDOW JAMBSAA13EXPANSION JOINTAGLASS GUARDRAIL AT ROOF DECK2.28AD-55.1GLASS GUARDRAIL AT UNIT2.39AD-55.112AAAAAAAAAAAAAAAAAA06-21-23 BREEZEWAYUNIT P1.1GUNIT 2.1JUNIT 2.1JUNIT 2.1JUNIT 2.1JUNIT P1.1HUNIT 1.1KUNIT 1.1KUNIT 1.1KUNIT 1.1K137.89' FF147.97' FF158.05' FF168.13' FF126.70' FF124TYP.UNIT 4.2AUNIT 4.2BUNIT 2.2LUNIT 4.2BUNIT 2.2MUNIT 4.2BUNIT 4.2BUNIT 2.2MUNIT 2.2NUNIT 2.2M137.89' FF147.97' FF158.05' FF168.13' FF126.70' FF124TYP.UNIT 2.2GUNIT 4.2AUNIT 2.2HUNIT 4.2BUNIT 2.2JUNIT 4.2BUNIT 2.2JUNIT 4.2BUNIT 2.2KUNIT 4.2B137.89' FF147.97' FF158.05' FF168.13' FF126.70' FF124TYP.8TYP.8TYP.8TYP.2TYP.2TYP.2TYP.3.2TYP.3.2TYP.3.2TYP.2AD-55.12AD-55.13AD-54.12AD-54.12AD-55.16AD-54.15AD-54.11AD-54.16AD-54.13AD-55.1TYP.TYP.TYP.TYP.TYP.TYP.TYP.2AD-54.1TYP.TYP.CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING BCOURTYARDELEVATIONSA2-62SCALE:21/8"=1'-0"COURTYARD EXTERIOR ELEVATIONSCALE:13/32"=1'-0"SOUTH COURTYARD EXTERIOR ELEVATIONSCALE:23/32"=1'-0"WEST COURTYARD EXTERIOR ELEVATIONELEVATION NOTESBUILDING KEY PLAN ELEVATION LEGEND/KEYNOTESEXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOT ELEVATED,INSTALL TO SEGREGATE AREAS NOT EXCEEDING MORE THAN 144 SQ. FT. ONWALLS & NOT MORE THAN 100 SQ. FT. ON HORIZONTAL APPLICATIONS.DISTANCE BETWEEN JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTIONOR A LENGTH-TO-WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTS SHALL WRAPOUTSIDE CORNERS AND RETURN TO THE NEAREST INSIDE CORNER.FLOOR CONTROL / DRAINAGE JOINT IN EXTERIOR CEMENT PLASTEREXTERIOR CEMENT PLASTER: WITH 16/20 FINISH, PAINTWINDOW/DOOR TRIM: EPS 3 1/2 WIDE X 1 1/2" THICK, SMOOTH FINISH, TYP, U.N.O.EXHAUST TERMINATION - SEE MECH. PROVIDE MINIMUM DISTANCE OF 3' BETWEEN EXHAUSTVENTS AND ANY OPENINGS INTO THE BUILDINGRETAIL STOREFRONTSMOOTH FIBER CEMENT SIDING:METAL GUARDRAILCONDUCTOR HEAD & OVERFLOW, COLOR TO MATCH ADJACENTSURFACE1.ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHEREOCCURS) OR TOP OF FLOOR SHT'G, U.N.O. VERIFY SLAB ELEVATION WITH CIVIL.2.EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O.3.U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE.ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS.4.PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIORWALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS.5.PROVIDE EXTERIOR WALL OPENING FLASHING PER6.EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN AFLUSH SUBSTRATE SURFACE.7.DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WINDLOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS.8.PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED ANDSURFACE-MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING.9.SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLEACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TOCLOSURE OF FRAMING.10.ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O.GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUBCONTRACTOR.11.PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL.12.REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISHSELECTIONS.13.FOR PREFINISHED ITEMS, SUBMIT MANUFACTURER'S COLOR PALETTE TO ARCHITECT FORREVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BEAVAILABLE FOR THE BID PRICE.14.MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O.15.EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS ANDGENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'SRECOMMENDATIONS.16.FOR WINDOW TYPES, SEE BOTH THE OVERALL BUILDING PLANS AND ENLARGED UNIT PLANSA2-11 THRU A2-17, A2-51 THRU A2-55 AND A5-01 THRU A5-45.17.FOR ROOF SLOPE, SEE ROOF PLANS SHEETS A2-18 AND A2-56.18.FOR ROOF VENTING, SEE ROOF PLANS SHEETS A2-18 AND A2-56.4" DIAMETER ALUMINUM DOWNSPOUT CONNECT TO ONSITE STORM DRAINSYSTEM, COLOR TO MATCH ADJACENT SURFACE, U.N.O.EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 2 1/2" WIDE x 1 1/2" DEEPEXPOSED CMU: W/ 2" THICK MATCHING CAP AT TOP OF WALLGROUT:CONCAVE PROFILEEXPOSED CONCRETE-AD-51.0ADHERED MASONRY VENEER:2AD-2524AD-51.0GLASS GUARDRAIL AT PODIUMMETAL CANOPYEPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 1/2" DEEP11AD-51.011AD-51.022AD-61.0-AD-51.03AD-51.122AD-51.0OR2.12133.1414AD-61.0SIGNAGE, PROVIDE CONDUIT AND BOX, SEE ELECTRICAL5ART MURAL6TRELLIS78FLAT CONCRETE ROOF TILENBA4TH STREETMORTIMER STREET 5TH STREETFRENCH STREET MINTER STREET GFRC WAINSCOT:9ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATIONEPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 4" WIDE x 1 1/2" DEEP,3.2EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 10" WIDE x 3" DEEP OVER 6" WIDE x 1 1/2" DEEP3.3EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 10" WIDE x 3" DEEP OVER 12" WIDE x 1 1/2" DEEP3.4XEXHAUST GRILLE AT SIDE WALL OR UNDERSIDE OF PROJECTION10GARAGE SECURITY FENCE11CMU VEHICLE BARRIER WALL12CONCRETE COLUMN & CAP2AD-83EAD-82.1@ RESTAURANT@ RETAIL7AD-55.116AD-312,3,4AD-55.1AEXTEND FOAM TRIM 2" BEYOND WINDOW JAMBSAA13EXPANSION JOINTAGLASS GUARDRAIL AT ROOF DECK2.28AD-55.1GLASS GUARDRAIL AT UNIT2.39AD-55.1SCALE:33/32"=1'-0"EAST COURTYARD EXTERIOR ELEVATION123AAAAAAAAAAA06-21-23 PARKINGGARAGECORR.CORR.CORR.CORR.CORR.UNITUNITUNITUNITUNIT10'-1"9'-1"9'-1"9'-1"9'-1"1ST FL T.O. SLAB ON GRADET.O.PL3RD FL SUBFLOOR4TH FL SUBFLOOR5TH FL SUBFLOORT.O.PLT.O.PL2ND FL SUBFLOOR126.70' FFT.O.PL.T.O.PL.HDRHDRHDRHDRHDR124.70' FG57'-10 3/4"60'-0 31/256"BCEFGHDJAKH.9H.7B.1LMAVERAGE GRADE PLANEUNITUNITUNIT10'-1"9'-1"9'-1"9'-1"9'-1"1ST FL T.O. SLAB ON GRADET.O.PL3RD FL SUBFLOOR4TH FL SUBFLOOR5TH FL SUBFLOORT.O.PLT.O.PL2ND FL SUBFLOOR126.70' FFT.O.PL.T.O.PL.HDRHDRHDRHDRHDR10'-1"9'-1"9'-1"9'-1"9'-1"1ST FL T.O. SLAB ON GRADET.O.PL3RD FL SUBFLOOR4TH FL SUBFLOOR5TH FL SUBFLOORT.O.PL2ND FL SUBFLOOR126.70' FFT.O.PL.T.O.PL.HDRHDRHDRHDRUNITUNITUNITUNITCORRCORRCORRCORRCORRUNITUNITUNITUNITUNITCORRCORRCORRCORRCORRUNITUNITUNITUNITUNIT124.70' FG124.70' FG59'-10 1/8" 57'-10 3/4" 60'-0 31/256"59101316181923AVERAGE GRADE PLANEAVERAGE GRADE PLANEUNITUNITUNITTYP. 1 HOURCORRIDORFLR / CLGASSEMBLY20AD-22.1TYP. 1 HOURROOF / CLGASSEMBLY9AD-21TYP. 1 HOURUNIT / UNITFLR / CLGASSEMBLY1AD-21TYP. 1 HOURUNIT /CORRIDORASSEMBLY20AD-22.1TYP. 1 HOURCORRIDORFLR / CLGASSEMBLY20AD-22.1TYP. 1 HOURROOF / CLGASSEMBLY9AD-21TYP. 1 HOURUNIT / UNITFLR / CLGASSEMBLY1AD-21TYP. 1 HOURUNIT /CORRIDORASSEMBLY20AD-22.1TYP."DRYCRETE"CONCRETEMAT SLABTYP."DRYCRETE"CONCRETEMAT SLAB4AD-27AA2-8011'-0 1/2" CLR. 9'-5" CLR. 9'-5" CLR. 9'-5" CLR. 11'-0 1/2" CLR. 9'-5" CLR. 9'-5" CLR. 9'-5" CLR.TYP. 1 HOURCORRIDORFLR / CLGASSEMBLY20AD-22.1TYP. 1 HOURROOF / CLGASSEMBLY9AD-21TYP. 1 HOURUNIT / UNITFLR / CLGASSEMBLY1AD-21TYP. 1 HOURUNIT /CORRIDORASSEMBLY20AD-22.1TYP."DRYCRETE"CONCRETEMAT SLAB4AD-333-HRSEE 16/AD-61.1 FORROOF VENTINGJUSTIFICATIONSEE 16/AD-61.1 FORROOF VENTINGJUSTIFICATIONSEE 16/AD-61.1 FORROOF VENTINGJUSTIFICATION7'-0" MIN. VERTICALCLEARANCE INPARKING GARAGECCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING B SECTIONSA2-70SCALE:23/32"=1'-0"OVERALL BUILDING SECTION BSCALE:13/32"=1'-0"OVERALL BUILDING SECTION AFOR EXTERIOR WALL ASSEMBLY DETAILS,PLEASE REFERENCE THE FIRE PROTECTIONPLANS ON SHEETS A0-11 THRU A0-25TYPICAL INSULATION VALUESROOF / CEILINGINSULATION LOCATIONR-30VALUEMETAL STUD EXTERIOR WALL (OCCURS AT BLDG A ONLY)R-19INFORMATION ABOVE IS BASED ON ENERGY CALCULATIONS PROVIDED BY VCA GREEN, DATED01/24/2023.WOOD STUD EXTERIOR WALLR-21WOOD STUD INTERIOR WALLR-13FLOOR/CEILING INTERIOR FLOORR-19TYPICAL INSULATION VALUESROOF / CEILINGINSULATION LOCATIONR-30VALUEMETAL STUD EXTERIOR WALL (OCCURS AT BLDG A ONLY)R-19INFORMATION ABOVE IS BASED ON ENERGY CALCULATIONS PROVIDED BY VCA GREEN, DATED01/24/2023.WOOD STUD EXTERIOR WALLR-21WOOD STUD INTERIOR WALLR-13FLOOR/CEILING INTERIOR FLOORR-19A06-21-23 UNITUNITUNITUNITDECKDECKDECKDECKUNITDECKPROPERTY LINE125.2' FG56'-3 67/128"BUILDING HEIGHT 58'-5 43/256" 8'-11 1/2"9'-1"9'-1"9'-1"9'-1"1ST FL T.O. SLAB ON GRADET.O.PL3RD FL SUBFLOOR4TH FL SUBFLOOR5TH FL SUBFLOORT.O.PLT.O.PL2ND FL SUBFLOORT.O.PL.T.O.PL.HDRHDRHDRHDRHDRT.O.ROOF7'-7"8'-11 1/2"9'-1"9'-1"9'-1"9'-1"1ST FL T.O. SLAB ON GRADET.O.PL3RD FL SUBFLOOR4TH FL SUBFLOOR5TH FL SUBFLOORT.O.PLT.O.PL2ND FL SUBFLOORT.O.PL.T.O.PL.HDRHDRHDRHDRHDRUNITUNITUNITUNITDECKDECKDECKDECKUNITDECKPROPERTY LINE123.88' FG57'-4 79/256" BUILDING HEIGHT 58'-11 23/32"T.O.ROOF6'-7 25/128"8'-11 1/2"9'-1"9'-1"9'-1"9'-1"1ST FL T.O. SLAB ON GRADET.O.PL3RD FL SUBFLOOR4TH FL SUBFLOOR5TH FL SUBFLOORT.O.PLT.O.PL2ND FL SUBFLOORT.O.PL.T.O.PL.HDRHDRHDRHDRHDR8'-11 1/2"9'-1"9'-1"9'-1"9'-1"1ST FL T.O. SLAB ON GRADET.O.PL3RD FL SUBFLOOR4TH FL SUBFLOOR5TH FL SUBFLOORT.O.PLT.O.PL2ND FL SUBFLOORT.O.PL.T.O.PL.HDRHDRHDRHDRHDRAA2-81BA2-81CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING B WALLSECTIONSA2-81WALL SECTION NOTES1.STRUCTURAL MEMBERS SHOWN IN ARCHITECTURAL SECTIONS AREDIAGRAMMATIC IN NATURE AND SHOULD NOT BE RELIED UPON AS AN ACTUALREPRESENTATION OF STRUCTURAL MEMBERS. REFER TO STRUCTURALDRAWINGS FOR SIZES AND SPECIFIC CONFIGURATION OF STRUCTURALMEMBERS.2.FOR FIRE RATINGS OF WALLS SEE SHEETS A0-11 THRU A0-25.3.FOR ASSEMBLIES, FIRE RATINGS, LISTINGS AND RELATED CONSTRUCTIONDETAILS SEE4.COLUMNS & PRIMARY STRUCTURAL FRAME MEMBERS SHALL BE PROVIDEDWITH INDIVIDUAL ENCASEMENT FIRE PROTECTION AS REQUIRED BY CBCSECTIONS 704.5.FOR EXTERIOR WALL ASSEMBLY DETAILS, PLEASE REFERENCE THE FIREPROTECTION PLANS ON SHEETS A0-11 THRU A0-25-AD-28-AD-28TOTYPICAL INSULATION VALUESROOF / CEILINGINSULATION LOCATIONR-30VALUEMETAL STUD EXTERIOR WALL (OCCURS AT BLDG A ONLY)R-19-AD-28INFORMATION ABOVE IS BASED ON ENERGY CALCULATIONS PROVIDED BY VCA GREEN, DATED01/24/2023.WOOD STUD EXTERIOR WALLR-21FIRE STOPPING LEGENDUL SERIES LISTING---------------PENETRATIONDESCRIPTIONROUND BLANKOPENINGRECTANGULARBLANK OPNGBLANK OPNGWALL CHASESINGLE PIPEPENETRATIONMULTIPLEPIPE PENSINGLE PIPEWALL CHASEDRAINPER IN FLRBATH TUBPER IN FLRTOILET PENIN FLOORROUND DUCTPENETRATIONRECTANGULARDUCT PENCONCFLOORSCONC &MASONRYWALLSWOODFRAMEWALLSWOODFRAMEFLOORSC-AJ-0000C-AJ-0000C-AJ-0000C-AJ-0000C-AJ-0000C-AJ-0000C-AJ-1000C-AJ-1000W-L-0000W-L-0000W-L-1000W-L-1000C-AJ-7000C-AJ-7000C-AJ-7000C-AJ-7000F-A-2000F-A-1000F-B-1000W-L-7000W-L-7000F-C-0000F-C-1000F-C-8000F-C-1000F-C-2000F-C-2000F-C-7000F-C-70002-HR FIRE BARRIERFRAMED ASSEMBLIES3-HR HORIZONTAL SEPARATIONSECTION LEGENDCONCRETECMUELEVATION KEYNOTESRETAIL STOREFRONTMETAL GUARDRAILEPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 2 1/2" WIDE x 1 1/2" DEEPGLASS GUARDRAILMETAL CANOPYEPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 1/2" DEEP2.12133.14SIGNAGE5ART MURAL6TRELLIS78FLAT CONCRETE ROOF TILE9ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATIONELEVATION NOTES1.ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHEREOCCURS) OR TOP OF FLOOR SHT'G, U.N.O. VERIFY SLAB ELEVATION WITH CIVIL.2.EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O.3.U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE.ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS.4.PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIORWALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS.5.PROVIDE EXTERIOR WALL OPENING FLASHING PER6.EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN AFLUSH SUBSTRATE SURFACE.7.DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WINDLOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS.8.PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED ANDSURFACE-MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING.9.SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLEACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TOCLOSURE OF FRAMING.10.ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O.GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUBCONTRACTOR.11.PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL.12.REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISHSELECTIONS.13.FOR PREFINISHED ITEMS, SUBMIT MANUFACTURER'S COLOR PALETTE TO ARCHITECT FORREVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BEAVAILABLE FOR THE BID PRICE.14.MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O.15.EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS ANDGENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'S RECOMMENDATIONS.3AD-2624AD-51.03AD-51.122AD-51.0ORELEVATION LEGENDEXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOTELEVATED, INSTALL TO SEGREGATE AREAS NOT EXCEEDINGMORE THAN 144 SQ. FT. ON WALLS & NOT MORE THAN 100 SQ.FT. ON HORIZONTAL APPLICATIONS. DISTANCE BETWEENJOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION ORA LENGTH-TO-WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTSSHALL WRAP OUTSIDE CORNERS AND RETURN TO THENEAREST INSIDE CORNER.FLOOR CONTROL / DRAINAGE JOINTIN EXTERIOR CEMENT PLASTEREXTERIOR CEMENT PLASTER: WITH 16/20 FINISH, PAINTWINDOW/DOOR TRIM: EPS 3 1/2 WIDE X 1 1/2" THICK, SMOOTHFINISH, TYP, U.N.O.EXHAUST TERMINATION - SEEMECH. PROVIDE MINIMUMDISTANCE OF 3' BETWEENEXHAUST VENTS AND ANYOPENINGS INTO THE BUILDINGSMOOTH FIBER CEMENT SIDING:CONDUCTOR HEAD & OVERFLOW,COLOR TO MATCH ADJACENTSURFACE4" DIAMETER ALUMINUMDOWNSPOUT, COLOR TO MATCHADJACENT SURFACE, U.N.O.EXPOSED CMU: W/ 2" THICK MATCHING CAP AT TOP OF WALLGROUT:CONCAVE PROFILEEXPOSED CONCRETEEXTERIOR CEMENT PLASTER: O/ WRB WITH SMOOTHHARD TROWELED FINISH & PAINT-AD-51.0-AD-51.0ADHERED MASONRY VENEER:11AD-51.011AD-51.022AD-61.0-AD-XX-AD-51.014AD-61.0GFRC WAINSCOT:-AD-20PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR/CEILINGSAND ROOF/CEILINGS SHALL BE PROTECTED AS REQUIRED INCBC SEC. 714.FOR ADDITIONAL INFORMATION, SEEWOOD STUD INTERIOR WALLR-13FLOOR/CEILING INTERIOR FLOORR-1910GFRC ON 2X6 WOOD STUDS @ 16" OCA11CAST IRON RING & COVER12STORM WATER DETENTION BASIN. SEE CIVIL DRAWINGSSCALE:A1/4"=1'-0"WALL SECTION 'A'SCALE:B1/4"=1'-0"WALL SECTION 'B'AA06-21-23 10'-1"9'-1"9'-1"9'-1"9'-1"1ST FL T.O. SLAB ON GRADET.O.PL3RD FL SUBFLOOR4TH FL SUBFLOOR5TH FL SUBFLOORT.O.PLT.O.PL2ND FL SUBFLOORT.O.PL.T.O.PL.HDRHDRHDRHDRHDRMPOE125.11' FG57'-7 169/256" BUILDING HEIGHT 59'-8 247/256" PROPERTY LINE VESTIBULECORRIDORUNITCORRIDORUNITCORRIDORUNITCORRIDORUNITT.O.ROOF7'-7"AA2-82CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING B WALLSECTIONA2-82WALL SECTION NOTES1.STRUCTURAL MEMBERS SHOWN IN ARCHITECTURAL SECTIONS AREDIAGRAMMATIC IN NATURE AND SHOULD NOT BE RELIED UPON AS AN ACTUALREPRESENTATION OF STRUCTURAL MEMBERS. REFER TO STRUCTURALDRAWINGS FOR SIZES AND SPECIFIC CONFIGURATION OF STRUCTURALMEMBERS.2.FOR FIRE RATINGS OF WALLS SEE SHEETS A0-11 THRU A0-25.3.FOR ASSEMBLIES, FIRE RATINGS, LISTINGS AND RELATED CONSTRUCTIONDETAILS SEE4.COLUMNS & PRIMARY STRUCTURAL FRAME MEMBERS SHALL BE PROVIDEDWITH INDIVIDUAL ENCASEMENT FIRE PROTECTION AS REQUIRED BY CBCSECTIONS 704.5.FOR EXTERIOR WALL ASSEMBLY DETAILS, PLEASE REFERENCE THE FIREPROTECTION PLANS ON SHEETS A0-11 THRU A0-25-AD-28-AD-28TOTYPICAL INSULATION VALUESROOF / CEILINGINSULATION LOCATIONR-30VALUEMETAL STUD EXTERIOR WALL (OCCURS AT BLDG A ONLY)R-19-AD-28INFORMATION ABOVE IS BASED ON ENERGY CALCULATIONS PROVIDED BY VCA GREEN, DATED01/24/2023.WOOD STUD EXTERIOR WALLR-21FIRE STOPPING LEGENDUL SERIES LISTING---------------PENETRATIONDESCRIPTIONROUND BLANKOPENINGRECTANGULARBLANK OPNGBLANK OPNGWALL CHASESINGLE PIPEPENETRATIONMULTIPLEPIPE PENSINGLE PIPEWALL CHASEDRAINPER IN FLRBATH TUBPER IN FLRTOILET PENIN FLOORROUND DUCTPENETRATIONRECTANGULARDUCT PENCONCFLOORSCONC &MASONRYWALLSWOODFRAMEWALLSWOODFRAMEFLOORSC-AJ-0000C-AJ-0000C-AJ-0000C-AJ-0000C-AJ-0000C-AJ-0000C-AJ-1000C-AJ-1000W-L-0000W-L-0000W-L-1000W-L-1000C-AJ-7000C-AJ-7000C-AJ-7000C-AJ-7000F-A-2000F-A-1000F-B-1000W-L-7000W-L-7000F-C-0000F-C-1000F-C-8000F-C-1000F-C-2000F-C-2000F-C-7000F-C-70002-HR FIRE BARRIERFRAMED ASSEMBLIES3-HR HORIZONTAL SEPARATIONSECTION LEGENDCONCRETECMUELEVATION KEYNOTESRETAIL STOREFRONTMETAL GUARDRAILEPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 2 1/2" WIDE x 1 1/2" DEEPGLASS GUARDRAILMETAL CANOPYEPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 1/2" DEEP2.12133.14SIGNAGE5ART MURAL6TRELLIS78FLAT CONCRETE ROOF TILE9ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATIONELEVATION NOTES1.ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHEREOCCURS) OR TOP OF FLOOR SHT'G, U.N.O. VERIFY SLAB ELEVATION WITH CIVIL.2.EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O.3.U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE.ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS.4.PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIORWALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS.5.PROVIDE EXTERIOR WALL OPENING FLASHING PER6.EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN AFLUSH SUBSTRATE SURFACE.7.DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WINDLOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS.8.PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED ANDSURFACE-MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING.9.SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLEACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TOCLOSURE OF FRAMING.10.ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O.GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUBCONTRACTOR.11.PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL.12.REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISHSELECTIONS.13.FOR PREFINISHED ITEMS, SUBMIT MANUFACTURER'S COLOR PALETTE TO ARCHITECT FORREVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BEAVAILABLE FOR THE BID PRICE.14.MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O.15.EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS ANDGENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'S RECOMMENDATIONS.3AD-2624AD-51.03AD-51.122AD-51.0ORELEVATION LEGENDEXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOTELEVATED, INSTALL TO SEGREGATE AREAS NOT EXCEEDINGMORE THAN 144 SQ. FT. ON WALLS & NOT MORE THAN 100 SQ.FT. ON HORIZONTAL APPLICATIONS. DISTANCE BETWEENJOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION ORA LENGTH-TO-WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTSSHALL WRAP OUTSIDE CORNERS AND RETURN TO THENEAREST INSIDE CORNER.FLOOR CONTROL / DRAINAGE JOINTIN EXTERIOR CEMENT PLASTEREXTERIOR CEMENT PLASTER: WITH 16/20 FINISH, PAINTWINDOW/DOOR TRIM: EPS 3 1/2 WIDE X 1 1/2" THICK, SMOOTHFINISH, TYP, U.N.O.EXHAUST TERMINATION - SEEMECH. PROVIDE MINIMUMDISTANCE OF 3' BETWEENEXHAUST VENTS AND ANYOPENINGS INTO THE BUILDINGSMOOTH FIBER CEMENT SIDING:CONDUCTOR HEAD & OVERFLOW,COLOR TO MATCH ADJACENTSURFACE4" DIAMETER ALUMINUMDOWNSPOUT, COLOR TO MATCHADJACENT SURFACE, U.N.O.EXPOSED CMU: W/ 2" THICK MATCHING CAP AT TOP OF WALLGROUT:CONCAVE PROFILEEXPOSED CONCRETEEXTERIOR CEMENT PLASTER: O/ WRB WITH SMOOTHHARD TROWELED FINISH & PAINT-AD-51.0-AD-51.0ADHERED MASONRY VENEER:11AD-51.011AD-51.022AD-61.0-AD-XX-AD-51.014AD-61.0GFRC WAINSCOT:-AD-20PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR/CEILINGSAND ROOF/CEILINGS SHALL BE PROTECTED AS REQUIRED INCBC SEC. 714.FOR ADDITIONAL INFORMATION, SEEWOOD STUD INTERIOR WALLR-13FLOOR/CEILING INTERIOR FLOORR-1910GFRC ON 2X6 WOOD STUDS @ 16" OCA11CAST IRON RING & COVER12STORM WATER DETENTION BASIN. SEE CIVIL DRAWINGSSCALE:A1/4"=1'-0"WALL SECTION 'A'A06-21-23 10'-1"9'-1"9'-1"9'-1"9'-1"1ST FL T.O. SLAB ON GRADET.O.PL3RD FL SUBFLOOR4TH FL SUBFLOOR5TH FL SUBFLOORT.O.PLT.O.PL2ND FL SUBFLOORT.O.PL.T.O.PL.HDRHDRHDRHDRHDR126' FFT.O.ROOF3'-9 1/2"CORRIDORCORRIDORCORRIDORCORRIDORCORRIDORPARKING GARAGEAA2-8354'-11"RAMP DNCORRIDORCORRIDORCORRIDORCORRIDORCORRIDOR10'-1"9'-1"9'-1"9'-1"9'-1"1ST FL T.O. SLAB ON GRADET.O.PL3RD FL SUBFLOOR4TH FL SUBFLOOR5TH FL SUBFLOORT.O.PLT.O.PL2ND FL SUBFLOORT.O.PL.T.O.PL.HDRHDRHDRHDRHDRT.O.ROOFBA2-8357'-0 171/256"BUILDING HEIGHT 60'-4 85/256" 9'-11"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING B WALLSECTIONSA2-83WALL SECTION NOTES1.STRUCTURAL MEMBERS SHOWN IN ARCHITECTURAL SECTIONS AREDIAGRAMMATIC IN NATURE AND SHOULD NOT BE RELIED UPON AS AN ACTUALREPRESENTATION OF STRUCTURAL MEMBERS. REFER TO STRUCTURALDRAWINGS FOR SIZES AND SPECIFIC CONFIGURATION OF STRUCTURALMEMBERS.2.FOR FIRE RATINGS OF WALLS SEE SHEETS A0-11 THRU A0-25.3.FOR ASSEMBLIES, FIRE RATINGS, LISTINGS AND RELATED CONSTRUCTIONDETAILS SEE4.COLUMNS & PRIMARY STRUCTURAL FRAME MEMBERS SHALL BE PROVIDEDWITH INDIVIDUAL ENCASEMENT FIRE PROTECTION AS REQUIRED BY CBCSECTIONS 704.5.FOR EXTERIOR WALL ASSEMBLY DETAILS, PLEASE REFERENCE THE FIREPROTECTION PLANS ON SHEETS A0-11 THRU A0-25-AD-28-AD-28TOTYPICAL INSULATION VALUESROOF / CEILINGINSULATION LOCATIONR-30VALUEMETAL STUD EXTERIOR WALL (OCCURS AT BLDG A ONLY)R-19-AD-28INFORMATION ABOVE IS BASED ON ENERGY CALCULATIONS PROVIDED BY VCA GREEN, DATED01/24/2023.WOOD STUD EXTERIOR WALLR-21FIRE STOPPING LEGENDUL SERIES LISTING---------------PENETRATIONDESCRIPTIONROUND BLANKOPENINGRECTANGULARBLANK OPNGBLANK OPNGWALL CHASESINGLE PIPEPENETRATIONMULTIPLEPIPE PENSINGLE PIPEWALL CHASEDRAINPER IN FLRBATH TUBPER IN FLRTOILET PENIN FLOORROUND DUCTPENETRATIONRECTANGULARDUCT PENCONCFLOORSCONC &MASONRYWALLSWOODFRAMEWALLSWOODFRAMEFLOORSC-AJ-0000C-AJ-0000C-AJ-0000C-AJ-0000C-AJ-0000C-AJ-0000C-AJ-1000C-AJ-1000W-L-0000W-L-0000W-L-1000W-L-1000C-AJ-7000C-AJ-7000C-AJ-7000C-AJ-7000F-A-2000F-A-1000F-B-1000W-L-7000W-L-7000F-C-0000F-C-1000F-C-8000F-C-1000F-C-2000F-C-2000F-C-7000F-C-70002-HR FIRE BARRIERFRAMED ASSEMBLIES3-HR HORIZONTAL SEPARATIONSECTION LEGENDCONCRETECMUELEVATION KEYNOTESRETAIL STOREFRONTMETAL GUARDRAILEPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 2 1/2" WIDE x 1 1/2" DEEPGLASS GUARDRAILMETAL CANOPYEPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 1/2" DEEP2.12133.14SIGNAGE5ART MURAL6TRELLIS78FLAT CONCRETE ROOF TILE9ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATIONELEVATION NOTES1.ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHEREOCCURS) OR TOP OF FLOOR SHT'G, U.N.O. VERIFY SLAB ELEVATION WITH CIVIL.2.EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O.3.U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE.ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS.4.PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIORWALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS.5.PROVIDE EXTERIOR WALL OPENING FLASHING PER6.EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN AFLUSH SUBSTRATE SURFACE.7.DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WINDLOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS.8.PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED ANDSURFACE-MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING.9.SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLEACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TOCLOSURE OF FRAMING.10.ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O.GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUBCONTRACTOR.11.PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL.12.REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISHSELECTIONS.13.FOR PREFINISHED ITEMS, SUBMIT MANUFACTURER'S COLOR PALETTE TO ARCHITECT FORREVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BEAVAILABLE FOR THE BID PRICE.14.MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O.15.EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS ANDGENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'S RECOMMENDATIONS.3AD-2624AD-51.03AD-51.122AD-51.0ORELEVATION LEGENDEXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOTELEVATED, INSTALL TO SEGREGATE AREAS NOT EXCEEDINGMORE THAN 144 SQ. FT. ON WALLS & NOT MORE THAN 100 SQ.FT. ON HORIZONTAL APPLICATIONS. DISTANCE BETWEENJOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION ORA LENGTH-TO-WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTSSHALL WRAP OUTSIDE CORNERS AND RETURN TO THENEAREST INSIDE CORNER.FLOOR CONTROL / DRAINAGE JOINTIN EXTERIOR CEMENT PLASTEREXTERIOR CEMENT PLASTER: WITH 16/20 FINISH, PAINTWINDOW/DOOR TRIM: EPS 3 1/2 WIDE X 1 1/2" THICK, SMOOTHFINISH, TYP, U.N.O.EXHAUST TERMINATION - SEEMECH. PROVIDE MINIMUMDISTANCE OF 3' BETWEENEXHAUST VENTS AND ANYOPENINGS INTO THE BUILDINGSMOOTH FIBER CEMENT SIDING:CONDUCTOR HEAD & OVERFLOW,COLOR TO MATCH ADJACENTSURFACE4" DIAMETER ALUMINUMDOWNSPOUT, COLOR TO MATCHADJACENT SURFACE, U.N.O.EXPOSED CMU: W/ 2" THICK MATCHING CAP AT TOP OF WALLGROUT:CONCAVE PROFILEEXPOSED CONCRETEEXTERIOR CEMENT PLASTER: O/ WRB WITH SMOOTHHARD TROWELED FINISH & PAINT-AD-51.0-AD-51.0ADHERED MASONRY VENEER:11AD-51.011AD-51.022AD-61.0-AD-XX-AD-51.014AD-61.0GFRC WAINSCOT:-AD-20PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR/CEILINGSAND ROOF/CEILINGS SHALL BE PROTECTED AS REQUIRED INCBC SEC. 714.FOR ADDITIONAL INFORMATION, SEEWOOD STUD INTERIOR WALLR-13FLOOR/CEILING INTERIOR FLOORR-1910GFRC ON 2X6 WOOD STUDS @ 16" OCA11CAST IRON RING & COVER12STORM WATER DETENTION BASIN. SEE CIVIL DRAWINGSSCALE:A1/4"=1'-0"WALL SECTION 'A'ASCALE:B1/4"=1'-0"WALL SECTION 'B'A06-21-23 ELECLVELEC25'-0"18'-4"25'-0"18'-4"U1bU4aU5bJJK3'-1"7'-0 1/2"10'-8 1/2"3'-3"11"2'-10"5'-10 1/2"5'-7 1/2"4"1'-0"VERIFY10'-5"3'-8"10'-11"10"6'-3"3'-8 3/4"6'-2 1/4"4"1'-0"5'-11"3'-8"4'-1"5'-8 1/2"3'-5 1/2"3'-5 1/2"4'-4 1/2"U2aU2aU2bJJKU2bU2aU2a25'-0"18'-4"25'-0"18'-4"10'-5 1/2"10'-4 1/2"3'-3"11"2'-10"5'-8 3/4"9'-9 1/4"VERIFY9'-11"3'-9"11'-4"10"6'-3"2'-5 1/2"8'-9 1/2"5'-11"3'-8"4'-1"5'-8 1/2"3'-5 1/2"3'-5 1/2"5'-8 1/2"1'-2" 1'-2"3'-2"12'-0"3'-2"1'-5 3/4"11 3/4"LIVINGVINYLCLOSETVINYLBATHVINYLKITCHENVINYLLAUNDRYVINYL3.23.13.33.43.53.74.24.31.51.32.12.22.41'-4"*18'-6"5'-9 1/2"3'-5 1/2"3'-5 1/2"4'-5 1/2"1'-4"1'-2"1'-1"8'-2 1/2" 25'-0" 11'-4" 25'-0" 2'-3"8'-2 1/2" 25'-0" 11'-4" 25'-0"18'-6"5'-9 1/2"3'-5 1/2"3'-5 1/2"5'-9 1/2"3'-3"12'-0"3'-3"1'-2" 1'-2"NAT. LIGHTING & VENT. CALC.ROOM AREA: 178 SFAREA REQUIRED: LIGHT (8%) = 15 SFVENT. (4%) = 7.5 SFAREA PROVIDED: LIGHT = 31.5 SFVENT. = 18 SF*REFER TO NOTE 18 FOR ADDITIONAL INFONAT. LIGHTING & VENT. CALC.ROOM AREA: 178 SFAREA REQUIRED: LIGHT (8%) = 15 SFVENT. (4%) = 7.5 SFAREA PROVIDED: LIGHT = 30 SFVENT. = 36 SF*REFER TO NOTE 18 FOR ADDITIONAL INFO4.4U1aU6b1'-6"2'-0"8"4.04.02.32.31ST FLOOR: 9'-0"2ND FLOOR: 8'-4 7/8"1ST FLOOR: 8'-0"2ND FLOOR: 7'-8"1ST FLOOR: 8'-0"2ND FLOOR: 7'-8"1ST FLOOR: 8'-0"2ND FLOOR: 7'-8"AT COLUMN CAPS, PROVIDE 1/2" HATCHANNELS TO ATTACH GYP. BD. FIRESPRINKLERS SHALL NOT BE ROUTEDUNDER COLUMN CAPS AT 2ND LEVEL2'-0"9'-0"8'-0"8'-0"8'-0"8'-0"1'-2"1ST FLOOR: 8'-0"2ND FLOOR: 7'-8"1'-6"3'-8"3'-8"3'-8"4'-8"1'-6"2'-7"2'-7"3'-0" 1'-6 1/2"3'-8"3'-8"3'-8"4'-8 1/2"1'-6 1/2"2'-7"2'-7"3'-0"1'-0"54x44 54x4248x48 36x421'-6"1'-6"MIN. 48" CLEARMIN. 36" CLEAR MIN. 36"CLEAR18" CLR.MIN. 24"CLEAR2'-0"1'-10"2.32.354x32BATHABCDKITCHENDB3'-0"1'-6"3'-2" 2'-6"1.32.43.23.13.33.43.32.12.24.43.54.24.33.74.53.9A3.9A3.9AUNIT 0.1 PLANS ANDINTERIOR ELEVATIONSA5-01SCALE:11/4"=1'-0"UNIT 0.1A (TYPE IA)CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AUNIT PLAN KEYNOTESCOAT CLOSET : (S & P) SHELF AND POLE MOUNTED @ 70" AFF60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD.18" WIDE TOWEL BAR @ 40" A.F.F.1.ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS)U.N.O.2.ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERALDWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO3.EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH ENDWALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD.WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD.4.FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL5.PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS.6.MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS.7.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O.8.KITCHEN SINK TO HAVE REAR-SET GARBAGE DISPOSAL WITH AIR-GAP FOR DISHWASHER - SEE PLUMBING PLANSFOR FIXTURE SPECS.9.CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH.10.FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL11.NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS AREPERMITTED IN FIRE WALLS.12.CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NOGREATER THAN 5 POUNDS.13.ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES.14.VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION ANDINSTALLATION.15.VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES ANDCOMBUSTIBLE MATERIALS.16.RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING INFIRE-RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING.17.SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL.18.FOR NATURAL LIGHT AND VENTILATION CALCULATIONS, CASEMENT WINDOWS ARE ASSUMED TO PROVIDE 70%VISIBLE LIGHT AND 60% OPEN FOR VENTILATION, AND SLIDING WINDOWS ARE ASSUMED TO PROVIDE 75% VISIBLELIGHT AND 40% OPEN FOR VENTILATION, AND FRENCH DOORS ARE ASSUMED TO PROVIDE 50% VISIBLE LIGHT AND90% OPEN FOR VENTILATION.RECESSED ELECTRICAL SUB-PANEL, HIGHEST OPERABLE PART AT 48"MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MOREINFORMATION-AD-034AD-22FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNERLINEN SHELVES : 5 SHELVES EQUALLY SPACEDMINIMUM 30" WIDE WORK SURFACE WITH KNEE AND TOE CLEARANCES PER 6/AD-04.BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION-(S & P) - SINGLE SHELF AND POLE @ 70" AFF-(DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF-(SS) - SHELF STACK: 5 SHELVES EQUALLY SPACEDLINEN AT BATH: 3 SHELVES @ 40", 56" & 72"24" WIDE TOWEL BAR @ 40" A.F.F.MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH-A7-00-A7-30RECESSED LOW VOLTAGE SUB-PANEL - SEE ELECTRICAL DRAWINGS FORMORE INFORMATIONELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB-PANEL WHENOCCURS IN 2x4 FRAMED WALL.DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 2ITEMS 1 - 12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALLCOMPLY WITH OPTION 2 ITEMS 8 - 12.*LVELECFLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIPREQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A1.1XXXXUNIT PLAN NOTESUNIT PLAN LEGEND1.21.31.41.560"x30" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPEREDGLASS ENCLOSURE.2.13.13.23.33.43.5LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS.PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER &WASTE LINES.3.63.74.1TOILET PAPER HOLDER @ 19" A.F.F.RECESSED MEDICINE CABINETDOOR REFERENCEWINDOW REFERENCELOW WALL (SEE PLAN FOR HEIGHT)2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A UNITS, 2X4 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A UNITS, 2X6 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)1-1/2"x2-1/2" FURRED METAL STUD WALLF.M.C.FIXTURES & APPLIANCES4.24.34.44.5BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.2UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.318" WIDE BREADBOARDS HAVE BEEN PROVIDED IN LIEU OF THE 30" WIDE WORK SURFACE PER1134A.4 EXCEPTION.2.4FULL HEIGHT PANTRY CABINETDOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE &TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER16/AD-03. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLELEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATHREMOVABLE BASE CABINETS24" WIDE DISHWASHER30" WIDE SLIDE-IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TOVENT TO EXTERIORREFRIGERATORMIRRORACCESSORIESUNIT RCP NOTES6AD-2110AD-2110AD-211.REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIRREGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT.2.REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKEDETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE.3.CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES.6.APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFITINSTALLATION.10.PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC.11.ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICALCONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON-PAPER FACED.12.WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PERDETAIL13.WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAILPENDANT / HANGING LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREWALL MOUNTED LIGHTACCESS PANELDIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATIONCEILING FANJUNCTION BOXJRECESSED LIGHT FIXTURECEILING HEIGHTUNIT RCP PLAN LEGENDSOFFIT, SEE PLANS FOR CEILING HEIGHTGYPSUM BOARD LINED JOIST BAY9'-0"42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE.3.810AD-21SOFFIT ABOVE CABINETS (7'-8" CLR. A.F.F. U.N.O)A. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE GRAB BAR INSTALLATION AT TOILET,BATHTUB, AND SHOWER.B. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE FOLD DOWN GRAB BAR INSTALLATION AT TOILET.3.96,10AD-032.5OPEN SHELVES ABOVE SINK2.64" HIGH BACKSPLASH6,7,14,15AD-8414AD-8416AD-039AD-03ELECTRICAL CONVENIENCE OUTLET IN FACE OF BASE CABINET FILLER PANEL OR INPONY WALL, PENINSULA AT LOCATIONS SHOWN, REQUIRED TO ACHIEVE ACCESSIBLEREACH RANGES4.0ACONCRETE ON LEVEL 1. CONCRETE TOPPING OVER DEPRESSED FRAMING AT UPPER LEVELSA4.01PONY WALLGENERAL4.022-HR FIRE RATED EXTERIOR DECK/PATIO POST5AD-55.1S7S8S9HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRAS19CAST-IN-PLACECONCRETE STAIRSCALE:61/4"=1'-0"UNIT 0.1 INTERIOR ELEVATIONSSCALE:21/4"=1'-0"UNIT 0.1B (TYPE III)SCALE:51/4"=1'-0"UNIT 0.1 ACCESSIBILITY PLANSCALE:31/4"=1'-0"UNIT 0.1C PLAN (TYPE IA)SCALE:41/4"=1'-0"UNIT 0.1D PLAN (TYPE III)SCALE:71/4"=1'-0"UNIT 0.1 (TYPE IA) REFLECTED CEILING PLANSCALE:81/4"=1'-0"UNIT 0.1 (TYPE III) REFLECTED CEILING PLANAAAAAAAAA06-21-23 ELEC LV32'-0"18'-0"32'-0"18'-0"U1aU4aU6bU5aJKJ12'-1"19'-11" 11"3'-3"10'-10 1/2"4'-10 1/2"2'-0"9'-10 1/2"5'-11 1/2"VERIFY2'-10"3'-3 1/2"3'-9"2"1'-6"22'-4"8'-2" 7'-7"4'-0"7'-4"3'-5"10"6'-2"3'-8 1/4"5'-1 3/4"4'-0"7'-4"4'-11"5'-6 1/2"3'-5 1/2"3'-5 1/2"5'-6 1/2"3.2LIVINGVINYLBATHVINYL*3.13.33.43.54.24.33.71.52.12.2KITCHENVINYLCLOSETVINYLLAUNDRYVINYLNAT. LIGHTING & VENT. CALC.ROOM AREA: 266 SFAREA REQUIRED: LIGHT (8%) = 22 SFVENT. (4%) = 11 SFAREA PROVIDED: LIGHT = 31.5 SFVENT. = 18 SF*REFER TO NOTE 18 FOR ADDITIONAL INFO4.41'-9 1/2"2.32.32'-0"1'-2"1ST FLOOR: 8'-8"UPPER FLOORS: 7'-8"1ST FLOOR: 10'-0"UPPER FLOORS: 9'-0"1ST FLOOR: 9'-0"UPPER FLOORS: 8'-0"1ST FLOOR: 9'-0"UPPER FLOORS: 8'-0"BATHABCD4.43.54.24.33.74.5KITCHEND3'-0"1'-6"3'-2"3.23.13.33.43.32.12.22.3WORK STATIONB2'-6"1.31'-6"3'-8"3'-8"3'-8"2'-1"2'-7"1'-6"3'-3"3'-0"3.9A3.9A3.9A1'-0"54x44 48x48 1'-6"54x421'-6"1'-6"54x4236x4236x422.32.3MIN. 48" CLEARMIN. 36" CLEAR MIN. 36"CLEAR18" CLR.MIN. 24"CLEAR2'-0"1'-10"UNIT 0.2 PLANS ANDINTERIOR ELEVATIONSA5-02SCALE:11/4"=1'-0"UNIT 0.2ACCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AUNIT PLAN KEYNOTESCOAT CLOSET : (S & P) SHELF AND POLE MOUNTED @ 70" AFF60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD.18" WIDE TOWEL BAR @ 40" A.F.F.1.ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS)U.N.O.2.ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERALDWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO3.EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH ENDWALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD.WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD.4.FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL5.PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS.6.MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS.7.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O.8.KITCHEN SINK TO HAVE REAR-SET GARBAGE DISPOSAL WITH AIR-GAP FOR DISHWASHER - SEE PLUMBING PLANSFOR FIXTURE SPECS.9.CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH.10.FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL11.NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS AREPERMITTED IN FIRE WALLS.12.CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NOGREATER THAN 5 POUNDS.13.ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES.14.VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION ANDINSTALLATION.15.VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES ANDCOMBUSTIBLE MATERIALS.16.RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING INFIRE-RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING.17.SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL.18.FOR NATURAL LIGHT AND VENTILATION CALCULATIONS, CASEMENT WINDOWS ARE ASSUMED TO PROVIDE 70%VISIBLE LIGHT AND 60% OPEN FOR VENTILATION, AND SLIDING WINDOWS ARE ASSUMED TO PROVIDE 75% VISIBLELIGHT AND 40% OPEN FOR VENTILATION, AND FRENCH DOORS ARE ASSUMED TO PROVIDE 50% VISIBLE LIGHT AND90% OPEN FOR VENTILATION.RECESSED ELECTRICAL SUB-PANEL, HIGHEST OPERABLE PART AT 48"MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MOREINFORMATION-AD-034AD-22FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNERLINEN SHELVES : 5 SHELVES EQUALLY SPACEDMINIMUM 30" WIDE WORK SURFACE WITH KNEE AND TOE CLEARANCES PER 6/AD-04.BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION-(S & P) - SINGLE SHELF AND POLE @ 70" AFF-(DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF-(SS) - SHELF STACK: 5 SHELVES EQUALLY SPACEDLINEN AT BATH: 3 SHELVES @ 40", 56" & 72"24" WIDE TOWEL BAR @ 40" A.F.F.MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH-A7-00-A7-30RECESSED LOW VOLTAGE SUB-PANEL - SEE ELECTRICAL DRAWINGS FORMORE INFORMATIONELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB-PANEL WHENOCCURS IN 2x4 FRAMED WALL.DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 2ITEMS 1 - 12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALLCOMPLY WITH OPTION 2 ITEMS 8 - 12.*LVELECFLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIPREQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A1.1XXXXUNIT PLAN NOTESUNIT PLAN LEGEND1.21.31.41.560"x30" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPEREDGLASS ENCLOSURE.2.13.13.23.33.43.5LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS.PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER &WASTE LINES.3.63.74.1TOILET PAPER HOLDER @ 19" A.F.F.RECESSED MEDICINE CABINETDOOR REFERENCEWINDOW REFERENCELOW WALL (SEE PLAN FOR HEIGHT)2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A UNITS, 2X4 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A UNITS, 2X6 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)1-1/2"x2-1/2" FURRED METAL STUD WALLF.M.C.FIXTURES & APPLIANCES4.24.34.44.5BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.2UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.318" WIDE BREADBOARDS HAVE BEEN PROVIDED IN LIEU OF THE 30" WIDE WORK SURFACE PER1134A.4 EXCEPTION.2.4FULL HEIGHT PANTRY CABINETDOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE &TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER16/AD-03. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLELEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATHREMOVABLE BASE CABINETS24" WIDE DISHWASHER30" WIDE SLIDE-IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TOVENT TO EXTERIORREFRIGERATORMIRRORACCESSORIESUNIT RCP NOTES6AD-2110AD-2110AD-211.REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIRREGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT.2.REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKEDETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE.3.CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES.6.APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFITINSTALLATION.10.PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC.11.ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICALCONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON-PAPER FACED.12.WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PERDETAIL13.WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAILPENDANT / HANGING LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREWALL MOUNTED LIGHTACCESS PANELDIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATIONCEILING FANJUNCTION BOXJRECESSED LIGHT FIXTURECEILING HEIGHTUNIT RCP PLAN LEGENDSOFFIT, SEE PLANS FOR CEILING HEIGHTGYPSUM BOARD LINED JOIST BAY9'-0"42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE.3.810AD-21SOFFIT ABOVE CABINETS (7'-8" CLR. A.F.F. U.N.O)A. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE GRAB BAR INSTALLATION AT TOILET,BATHTUB, AND SHOWER.B. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE FOLD DOWN GRAB BAR INSTALLATION AT TOILET.3.96,10AD-032.5OPEN SHELVES ABOVE SINK2.64" HIGH BACKSPLASH6,7,14,15AD-8414AD-8416AD-039AD-03ELECTRICAL CONVENIENCE OUTLET IN FACE OF BASE CABINET FILLER PANEL OR INPONY WALL, PENINSULA AT LOCATIONS SHOWN, REQUIRED TO ACHIEVE ACCESSIBLEREACH RANGES4.0ACONCRETE ON LEVEL 1. CONCRETE TOPPING OVER DEPRESSED FRAMING AT UPPER LEVELSA4.01PONY WALLGENERAL4.022-HR FIRE RATED EXTERIOR DECK/PATIO POST5AD-55.1S7S8S9HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRAS19CAST-IN-PLACECONCRETE STAIRSCALE:31/4"=1'-0"UNIT 0.2 REFLECTED CEILING PLANSCALE:41/4"=1'-0"UNIT 0.2 INTERIOR ELEVATIONSSCALE:21/4"=1'-0"UNIT 0.2 ACCESSIBILITY PLANAAAAAAAAAAA06-21-23 LVELEC37'-6"16'-5 1/2"37'-6"16'-5 1/2"U1aU4aU6bU5aJKJ4'-9 1/4"3'-5 1/2"3'-5 1/2"4'-9 1/4"14'-1 1/2"23'-4 1/2" 3'-4"7'-6"4'-5 1/2"6'-11"1'-2"2"8'-10 1/2"7'-3"2"6'-0"2'-0 1/2"10"VERIFY10'-8"26'-10" 7"14'-8 1/2"7'-5"4'-1 1/2"7'-4"3'-4"U2aU2bU2aU2aU2bU2a10"6'-5"2'-2"6'-8 1/2"5'-9"1'-2"4'-7 1/2"4'-0"3 1/2"2'-5"2'-2"3.23.12.12.23.43.31.53.54.24.13.71.21.4BATHVINYL*CLOSETVINYLKITCHENVINYLLIVINGVINYLLAUNDRYVINYL16'-5 1/2"37'-6"4'-9 1/4"3'-5 1/2"3'-5 1/2"4'-9 1/4"37'-6"16'-5 1/2"37'-6"4'-9 1/4"3'-5 1/2"3'-5 1/2"4'-9 1/4"37'-6"5"1'-2" 1'-2"2'-2 3/4"12'-0"2'-2 3/4"5" 9"2'-2 3/4"12'-0"2'-2 3/4"9" 5"5"NAT. LIGHTING & VENT. CALC.ROOM AREA: 231 SFAREA REQUIRED: LIGHT (8%) = 19 SFVENT. (4%) = 9.5 SFAREA PROVIDED: LIGHT = 31.5 SFVENT. = 18 SF*REFER TO NOTE 18 FOR ADDITIONAL INFONAT. LIGHTING & VENT. CALC.ROOM AREA: 231 SFAREA REQUIRED: LIGHT (8%) = 19 SFVENT. (4%) = 9.5 SFAREA PROVIDED: LIGHT = 30 SFVENT. = 36 SF*REFER TO NOTE 18 FOR ADDITIONAL INFO4.43.94.04.02.32.39'-0"8'-0"8'-0"8'-0"7'-8"1'-6"2'-7"2'-11 1/2"2'-1 1/2"2'-1"4'-0"2'-1"1'-0"3'-1 1/2"3'-0"3'-0"2'-7"3'-8"1'-0"54x42 48x48 1'-6"54x42 1'-6"36x42 36x4254x421'-6"2.32.3MIN. 36"CLEARMIN. 36" CLEAR 18" CLR. MIN. 24" CLEAR 2'-0"2'-0"1'-10"MIN. 48" CLEARBATHABCD4.43.54.24.33.74.5KITCHEND3'-0"1'-6"3'-2"3.23.13.33.43.32.12.22.31.2B3.9A3.9A3.9AUNIT 0.3 PLANS ANDINTERIOR ELEVATIONSA5-03SCALE:11/4"=1'-0"UNIT 0.3ACCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AUNIT PLAN KEYNOTESCOAT CLOSET : (S & P) SHELF AND POLE MOUNTED @ 70" AFF60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD.18" WIDE TOWEL BAR @ 40" A.F.F.1.ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS)U.N.O.2.ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERALDWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO3.EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH ENDWALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD.WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD.4.FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL5.PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS.6.MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS.7.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O.8.KITCHEN SINK TO HAVE REAR-SET GARBAGE DISPOSAL WITH AIR-GAP FOR DISHWASHER - SEE PLUMBING PLANSFOR FIXTURE SPECS.9.CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH.10.FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL11.NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS AREPERMITTED IN FIRE WALLS.12.CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NOGREATER THAN 5 POUNDS.13.ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES.14.VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION ANDINSTALLATION.15.VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES ANDCOMBUSTIBLE MATERIALS.16.RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING INFIRE-RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING.17.SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL.18.FOR NATURAL LIGHT AND VENTILATION CALCULATIONS, CASEMENT WINDOWS ARE ASSUMED TO PROVIDE 70%VISIBLE LIGHT AND 60% OPEN FOR VENTILATION, AND SLIDING WINDOWS ARE ASSUMED TO PROVIDE 75% VISIBLELIGHT AND 40% OPEN FOR VENTILATION, AND FRENCH DOORS ARE ASSUMED TO PROVIDE 50% VISIBLE LIGHT AND90% OPEN FOR VENTILATION.RECESSED ELECTRICAL SUB-PANEL, HIGHEST OPERABLE PART AT 48"MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MOREINFORMATION-AD-034AD-22FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNERLINEN SHELVES : 5 SHELVES EQUALLY SPACEDMINIMUM 30" WIDE WORK SURFACE WITH KNEE AND TOE CLEARANCES PER 6/AD-04.BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION-(S & P) - SINGLE SHELF AND POLE @ 70" AFF-(DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF-(SS) - SHELF STACK: 5 SHELVES EQUALLY SPACEDLINEN AT BATH: 3 SHELVES @ 40", 56" & 72"24" WIDE TOWEL BAR @ 40" A.F.F.MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH-A7-00-A7-30RECESSED LOW VOLTAGE SUB-PANEL - SEE ELECTRICAL DRAWINGS FORMORE INFORMATIONELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB-PANEL WHENOCCURS IN 2x4 FRAMED WALL.DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 2ITEMS 1 - 12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALLCOMPLY WITH OPTION 2 ITEMS 8 - 12.*LVELECFLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIPREQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A1.1XXXXUNIT PLAN NOTESUNIT PLAN LEGEND1.21.31.41.560"x30" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPEREDGLASS ENCLOSURE.2.13.13.23.33.43.5LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS.PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER &WASTE LINES.3.63.74.1TOILET PAPER HOLDER @ 19" A.F.F.RECESSED MEDICINE CABINETDOOR REFERENCEWINDOW REFERENCELOW WALL (SEE PLAN FOR HEIGHT)2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A UNITS, 2X4 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A UNITS, 2X6 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)1-1/2"x2-1/2" FURRED METAL STUD WALLF.M.C.FIXTURES & APPLIANCES4.24.34.44.5BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.2UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.318" WIDE BREADBOARDS HAVE BEEN PROVIDED IN LIEU OF THE 30" WIDE WORK SURFACE PER1134A.4 EXCEPTION.2.4FULL HEIGHT PANTRY CABINETDOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE &TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER16/AD-03. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLELEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATHREMOVABLE BASE CABINETS24" WIDE DISHWASHER30" WIDE SLIDE-IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TOVENT TO EXTERIORREFRIGERATORMIRRORACCESSORIESUNIT RCP NOTES6AD-2110AD-2110AD-211.REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIRREGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT.2.REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKEDETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE.3.CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES.6.APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFITINSTALLATION.10.PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC.11.ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICALCONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON-PAPER FACED.12.WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PERDETAIL13.WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAILPENDANT / HANGING LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREWALL MOUNTED LIGHTACCESS PANELDIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATIONCEILING FANJUNCTION BOXJRECESSED LIGHT FIXTURECEILING HEIGHTUNIT RCP PLAN LEGENDSOFFIT, SEE PLANS FOR CEILING HEIGHTGYPSUM BOARD LINED JOIST BAY9'-0"42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE.3.810AD-21SOFFIT ABOVE CABINETS (7'-8" CLR. A.F.F. U.N.O)A. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE GRAB BAR INSTALLATION AT TOILET,BATHTUB, AND SHOWER.B. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE FOLD DOWN GRAB BAR INSTALLATION AT TOILET.3.96,10AD-032.5OPEN SHELVES ABOVE SINK2.64" HIGH BACKSPLASH6,7,14,15AD-8414AD-8416AD-039AD-03ELECTRICAL CONVENIENCE OUTLET IN FACE OF BASE CABINET FILLER PANEL OR INPONY WALL, PENINSULA AT LOCATIONS SHOWN, REQUIRED TO ACHIEVE ACCESSIBLEREACH RANGES4.0ACONCRETE ON LEVEL 1. CONCRETE TOPPING OVER DEPRESSED FRAMING AT UPPER LEVELSA4.01PONY WALLGENERAL4.022-HR FIRE RATED EXTERIOR DECK/PATIO POST5AD-55.1S7S8S9HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRAS19CAST-IN-PLACECONCRETE STAIRSCALE:91/4"=1'-0"UNIT 0.3 REFLECTED CEILING PLANSCALE:31/4"=1'-0"UNIT 0.3BSCALE:71/4"=1'-0"UNIT 0.3 INTERIOR ELEVATIONSSCALE:51/4"=1'-0"UNIT 0.3 ACCESSIBILITY PLANSCALE:41/4"=1'-0"UNIT 0.3C AAAAAAA06-21-23 LVELEC 32'-0"24'-0"32'-0"24'-0"U1aU6bU1aU1aU1aU1aU1aEJ9'-9 1/2"3'-11 1/2" 5'-9"9'-2"1'-9 1/2"1'-6 1/2"2"7'-0 1/2"3'-11 1/2"5'-0"7"3'-3"2'-4"10"VERIFY9 1/2"15'-1"11'-7 1/2"4'-6"11'-10"12'-2"6'-1"6'-1"1'-3"9'-0 1/2"1'-6 1/2"4'-2"4'-0"3'-8"3'-10 1/2"3'-8 1/2"4'-3"11'-2"10"9'-3"3'-11 1/2"2'-7"4'-2"3'-0"4'-6 1/2"7'-7"4'-3"10"7'-0 1/2"1'-9 1/2"2'-2"10"32'-0"24'-0"32'-0" 13'-9" 11'-7 1/2"4'-6"12'-0"12'-0"1"11'-4 1/2"6 1/2"13'-9" 1'-8"9'-11 1/2" 2'-2" 2'-2" 32'-0"23'-10"32'-0" 13'-9" 11'-7 1/2"4'-6"11'-10"12'-0"1"11'-4 1/2"4 1/2"2'-2" 2'-2"5'-11"6'-1"5'-11"6'-1"4'-6"7'-7"1'-0"1'-2" 1'-0"1'-2" SLOPE MIN. 1/4" : 1'-0" SLOPE MIN. 1/4" : 1'-0"BATHVINYL*BEDROOMCARPETKITCHENVINYLLIVINGVINYLCLOSETCARPETCLOSETVINYLLAUNDRYVINYL3.23.13.33.43.74.31.23.54.22.41.51.11.32.22.1AATEMPNAT. LIGHTING & VENT. CALC.ROOM AREA: 131 SFAREA REQUIRED: LIGHT (8%) = 11 SFVENT. (4%) = 5.5 SFAREA PROVIDED: LIGHT = 20.5 SFVENT. = 27 SF*REFER TO NOTE 18 FOR ADDITIONAL INFONAT. LIGHTING & VENT. CALC.ROOM AREA: 146 SFAREA REQUIRED: LIGHT (8%) = 12 SFVENT. (4%) = 6 SFAREA PROVIDED: LIGHT = 22.5 SFVENT. = 12 SF*REFER TO NOTE 18 FOR ADDITIONAL INFO4.45'-0 "3.94.04.04.02'-11 1/2"SLOPE MIN.1/4" : 1'-0"SLOPE MIN.1/4" : 1'-0"SLOPE MIN. 1/4" : 1'-0" SLOPE MIN. 1/4" : 1'-0"SLOPE MIN.1/4" : 1'-0"SLOPE MIN.1/4" : 1'-0"2.32.31'-0"54x44 48x48 36x4236x42 1'-6"54x42 1'-6"1'-6"1'-6"54x421'-6"36x42 54x42 36x42 54x42MIN. 36"CLEARMIN. 36" CLEAR 18" CLR. MIN. 24" CLEAR 2'-0"1'-10"2.32.31ST FLOOR: 10'-0"UPPER FLOORS: 9'-0"1ST FLOOR: 10'-0"UPPER FLOORS: 9'-0"1ST FLOOR: 9'-0"UPPER FLOORS: 8'-0"1ST FLOOR: 9'-0"UPPER FLOORS: 8'-0"@ ALL UNITS EXCEPT1.1F & 1.1J1ST FLOOR: 9'-0"UPPER FLOORS: 8'-0"1ST FLOOR: 8'-8"UPPER FLOORS: 7'-8"1ST FLOOR: 9'-0"UPPER FLOORS: 8'-0"2'-0"1'-2"3'-0"1ST FLOOR: 9'-0"UPPER FLOORS: 8'-0"@ UNITS 1.1F & 1.1J2'-0"3'-3 1/2"2'-10 1/2"5'-10 1/4"6'-0"4'-0"3'-8"3'-8"3'-8"3'-6"1'-10"3'-6"2'-4 1/2"5'-0"1'-6"2'-11 1/2"BATHABCD4.43.54.24.33.74.5KITCHEND3'-0"1'-6"3'-2"3.23.13.33.43.32.12.22'-6"1.31.2CB2.43.9A3.9A3.9AUNIT 1.1 PLANS ANDINTERIOR ELEVATIONSA5-11SCALE:11/4"=1'-0"UNIT 1.1ACCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AUNIT PLAN KEYNOTESCOAT CLOSET : (S & P) SHELF AND POLE MOUNTED @ 70" AFF60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD.18" WIDE TOWEL BAR @ 40" A.F.F.1.ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS)U.N.O.2.ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERALDWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO3.EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH ENDWALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD.WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD.4.FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL5.PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS.6.MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS.7.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O.8.KITCHEN SINK TO HAVE REAR-SET GARBAGE DISPOSAL WITH AIR-GAP FOR DISHWASHER - SEE PLUMBING PLANSFOR FIXTURE SPECS.9.CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH.10.FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL11.NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS AREPERMITTED IN FIRE WALLS.12.CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NOGREATER THAN 5 POUNDS.13.ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES.14.VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION ANDINSTALLATION.15.VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES ANDCOMBUSTIBLE MATERIALS.16.RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING INFIRE-RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING.17.SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL.18.FOR NATURAL LIGHT AND VENTILATION CALCULATIONS, CASEMENT WINDOWS ARE ASSUMED TO PROVIDE 70%VISIBLE LIGHT AND 60% OPEN FOR VENTILATION, AND SLIDING WINDOWS ARE ASSUMED TO PROVIDE 75% VISIBLELIGHT AND 40% OPEN FOR VENTILATION, AND FRENCH DOORS ARE ASSUMED TO PROVIDE 50% VISIBLE LIGHT AND90% OPEN FOR VENTILATION.RECESSED ELECTRICAL SUB-PANEL, HIGHEST OPERABLE PART AT 48"MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MOREINFORMATION-AD-034AD-22FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNERLINEN SHELVES : 5 SHELVES EQUALLY SPACEDMINIMUM 30" WIDE WORK SURFACE WITH KNEE AND TOE CLEARANCES PER 6/AD-04.BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION-(S & P) - SINGLE SHELF AND POLE @ 70" AFF-(DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF-(SS) - SHELF STACK: 5 SHELVES EQUALLY SPACEDLINEN AT BATH: 3 SHELVES @ 40", 56" & 72"24" WIDE TOWEL BAR @ 40" A.F.F.MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH-A7-00-A7-30RECESSED LOW VOLTAGE SUB-PANEL - SEE ELECTRICAL DRAWINGS FORMORE INFORMATIONELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB-PANEL WHENOCCURS IN 2x4 FRAMED WALL.DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 2ITEMS 1 - 12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALLCOMPLY WITH OPTION 2 ITEMS 8 - 12.*LVELECFLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIPREQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A1.1XXXXUNIT PLAN NOTESUNIT PLAN LEGEND1.21.31.41.560"x30" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPEREDGLASS ENCLOSURE.2.13.13.23.33.43.5LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS.PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER &WASTE LINES.3.63.74.1TOILET PAPER HOLDER @ 19" A.F.F.RECESSED MEDICINE CABINETDOOR REFERENCEWINDOW REFERENCELOW WALL (SEE PLAN FOR HEIGHT)2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A UNITS, 2X4 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A UNITS, 2X6 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)1-1/2"x2-1/2" FURRED METAL STUD WALLF.M.C.FIXTURES & APPLIANCES4.24.34.44.5BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.2UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.318" WIDE BREADBOARDS HAVE BEEN PROVIDED IN LIEU OF THE 30" WIDE WORK SURFACE PER1134A.4 EXCEPTION.2.4FULL HEIGHT PANTRY CABINETDOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE &TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER16/AD-03. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLELEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATHREMOVABLE BASE CABINETS24" WIDE DISHWASHER30" WIDE SLIDE-IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TOVENT TO EXTERIORREFRIGERATORMIRRORACCESSORIESUNIT RCP NOTES6AD-2110AD-2110AD-211.REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIRREGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT.2.REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKEDETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE.3.CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES.6.APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFITINSTALLATION.10.PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC.11.ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICALCONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON-PAPER FACED.12.WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PERDETAIL13.WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAILPENDANT / HANGING LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREWALL MOUNTED LIGHTACCESS PANELDIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATIONCEILING FANJUNCTION BOXJRECESSED LIGHT FIXTURECEILING HEIGHTUNIT RCP PLAN LEGENDSOFFIT, SEE PLANS FOR CEILING HEIGHTGYPSUM BOARD LINED JOIST BAY9'-0"42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE.3.810AD-21SOFFIT ABOVE CABINETS (7'-8" CLR. A.F.F. U.N.O)A. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE GRAB BAR INSTALLATION AT TOILET,BATHTUB, AND SHOWER.B. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE FOLD DOWN GRAB BAR INSTALLATION AT TOILET.3.96,10AD-032.5OPEN SHELVES ABOVE SINK2.64" HIGH BACKSPLASH6,7,14,15AD-8414AD-8416AD-039AD-03ELECTRICAL CONVENIENCE OUTLET IN FACE OF BASE CABINET FILLER PANEL OR INPONY WALL, PENINSULA AT LOCATIONS SHOWN, REQUIRED TO ACHIEVE ACCESSIBLEREACH RANGES4.0ACONCRETE ON LEVEL 1. CONCRETE TOPPING OVER DEPRESSED FRAMING AT UPPER LEVELSA4.01PONY WALLGENERAL4.022-HR FIRE RATED EXTERIOR DECK/PATIO POST5AD-55.1S7S8S9HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRAS19CAST-IN-PLACECONCRETE STAIRSCALE:51/4"=1'-0"UNIT 1.1 ACCESSIBILITY PLANSCALE:31/4"=1'-0"UNIT 1.1BSCALE:71/4"=1'-0"UNIT 1.1 INTERIOR ELEVATIONSSCALE:41/4"=1'-0"UNIT 1.1CSCALE:91/4"=1'-0"UNIT 1.1 REFLECTED CEILING PLANAAAAAAAAAA06-21-23 LVLVLVLV32'-0"23'-10"32'-0" 13'-9" 11'-7 1/2"4'-6"11'-10"12'-0"1"11'-4 1/2"4 1/2"2'-2" 2'-2"5'-11"6'-1"32'-0"23'-10"32'-0" 13'-9" 11'-7 1/2"4'-6"11'-10"12'-0"9'-1 1/2"11"2'-0" 2'-0"5'-11"6'-1"7"5'-9" 32'-0"23'-10"32'-0" 13'-9" 11'-7 1/2"4'-6"11'-10"12'-0"9"10'-0 1/2"1'-0 1/2"2'-0" 2'-0"5'-11"6'-1"2'-6 1/4"5'-0"2'-6 1/4"2'-9" 3 TREADS @ 11" EACH 2'-9" 32'-0"24'-0"32'-0"5'-9" 11'-7 1/2"4'-6"11'-10"12'-2"9"10'-0 1/2"1'-0 1/2"2'-0" 2'-0"6'-1"6'-1"2'-6 1/4"5'-0"2'-6 1/4"2'-9" 3 TREADS @ 11" EACH 2'-9" 11'-1 1/2"2'-7 1/2" 13'-9" 32'-0"23'-10"32'-0"13'-9" 11'-7 1/2"4'-6"11'-10"12'-0"9'-1 1/2"2'-0" 2'-0"5'-11"6'-1"5'-9" 32'-0"24'-0"32'-0" 11'-7 1/2"4'-6"11'-10"12'-2"1"11'-4 1/2"4 1/2"2'-2" 2'-2"6'-1"6'-1"5'-9" 9'-9 1/2"3'-11 1/2" 13'-9" SLOPE MIN. 1/4" : 1'-0"SLOPE MIN. 1/4" : 1'-0" SLOPE MIN. 1/4" : 1'-0" SLOPE MIN. 1/4" : 1'-0" SLOPE MIN. 1/4" : 1'-0" SLOPE MIN. 1/4" : 1'-0"AAAAAKTEMPKTEMPKTEMPU1a4'-2"4'-0"3'-8"4.04.04.04.04.04.04.024.021'-5"7"7"7 1/2"1'-5"7" 1'-5"7"11"7"7"7 1/2"1'-5"7" 12" MIN 23" MIN 12" MIN 23" MIN UP UP S7S9S8S7S9S8S19S19UNIT 1.1 PLANVARIATIONSA5-12SCALE:11/4"=1'-0"UNIT 1.1DCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AUNIT PLAN KEYNOTESCOAT CLOSET : (S & P) SHELF AND POLE MOUNTED @ 70" AFF60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD.18" WIDE TOWEL BAR @ 40" A.F.F.1.ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS)U.N.O.2.ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERALDWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO3.EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH ENDWALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD.WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD.4.FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL5.PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS.6.MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS.7.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O.8.KITCHEN SINK TO HAVE REAR-SET GARBAGE DISPOSAL WITH AIR-GAP FOR DISHWASHER - SEE PLUMBING PLANSFOR FIXTURE SPECS.9.CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH.10.FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL11.NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS AREPERMITTED IN FIRE WALLS.12.CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NOGREATER THAN 5 POUNDS.13.ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES.14.VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION ANDINSTALLATION.15.VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES ANDCOMBUSTIBLE MATERIALS.16.RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING INFIRE-RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING.17.SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL.18.FOR NATURAL LIGHT AND VENTILATION CALCULATIONS, CASEMENT WINDOWS ARE ASSUMED TO PROVIDE 70%VISIBLE LIGHT AND 60% OPEN FOR VENTILATION, AND SLIDING WINDOWS ARE ASSUMED TO PROVIDE 75% VISIBLELIGHT AND 40% OPEN FOR VENTILATION, AND FRENCH DOORS ARE ASSUMED TO PROVIDE 50% VISIBLE LIGHT AND90% OPEN FOR VENTILATION.RECESSED ELECTRICAL SUB-PANEL, HIGHEST OPERABLE PART AT 48"MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MOREINFORMATION-AD-034AD-22FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNERLINEN SHELVES : 5 SHELVES EQUALLY SPACEDMINIMUM 30" WIDE WORK SURFACE WITH KNEE AND TOE CLEARANCES PER 6/AD-04.BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION-(S & P) - SINGLE SHELF AND POLE @ 70" AFF-(DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF-(SS) - SHELF STACK: 5 SHELVES EQUALLY SPACEDLINEN AT BATH: 3 SHELVES @ 40", 56" & 72"24" WIDE TOWEL BAR @ 40" A.F.F.MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH-A7-00-A7-30RECESSED LOW VOLTAGE SUB-PANEL - SEE ELECTRICAL DRAWINGS FORMORE INFORMATIONELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB-PANEL WHENOCCURS IN 2x4 FRAMED WALL.DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 2ITEMS 1 - 12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALLCOMPLY WITH OPTION 2 ITEMS 8 - 12.*LVELECFLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIPREQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A1.1XXXXUNIT PLAN NOTESUNIT PLAN LEGEND1.21.31.41.560"x30" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPEREDGLASS ENCLOSURE.2.13.13.23.33.43.5LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS.PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER &WASTE LINES.3.63.74.1TOILET PAPER HOLDER @ 19" A.F.F.RECESSED MEDICINE CABINETDOOR REFERENCEWINDOW REFERENCELOW WALL (SEE PLAN FOR HEIGHT)2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A UNITS, 2X4 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A UNITS, 2X6 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)1-1/2"x2-1/2" FURRED METAL STUD WALLF.M.C.FIXTURES & APPLIANCES4.24.34.44.5BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.2UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.318" WIDE BREADBOARDS HAVE BEEN PROVIDED IN LIEU OF THE 30" WIDE WORK SURFACE PER1134A.4 EXCEPTION.2.4FULL HEIGHT PANTRY CABINETDOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE &TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER16/AD-03. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLELEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATHREMOVABLE BASE CABINETS24" WIDE DISHWASHER30" WIDE SLIDE-IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TOVENT TO EXTERIORREFRIGERATORMIRRORACCESSORIESUNIT RCP NOTES6AD-2110AD-2110AD-211.REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIRREGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT.2.REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKEDETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE.3.CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES.6.APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFITINSTALLATION.10.PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC.11.ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICALCONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON-PAPER FACED.12.WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PERDETAIL13.WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAILPENDANT / HANGING LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREWALL MOUNTED LIGHTACCESS PANELDIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATIONCEILING FANJUNCTION BOXJRECESSED LIGHT FIXTURECEILING HEIGHTUNIT RCP PLAN LEGENDSOFFIT, SEE PLANS FOR CEILING HEIGHTGYPSUM BOARD LINED JOIST BAY9'-0"42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE.3.810AD-21SOFFIT ABOVE CABINETS (7'-8" CLR. A.F.F. U.N.O)A. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE GRAB BAR INSTALLATION AT TOILET,BATHTUB, AND SHOWER.B. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE FOLD DOWN GRAB BAR INSTALLATION AT TOILET.3.96,10AD-032.5OPEN SHELVES ABOVE SINK2.64" HIGH BACKSPLASH6,7,14,15AD-8414AD-8416AD-039AD-03ELECTRICAL CONVENIENCE OUTLET IN FACE OF BASE CABINET FILLER PANEL OR INPONY WALL, PENINSULA AT LOCATIONS SHOWN, REQUIRED TO ACHIEVE ACCESSIBLEREACH RANGES4.0ACONCRETE ON LEVEL 1. CONCRETE TOPPING OVER DEPRESSED FRAMING AT UPPER LEVELSA4.01PONY WALLGENERAL4.022-HR FIRE RATED EXTERIOR DECK/PATIO POST5AD-55.1S7S8S9HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRAS19CAST-IN-PLACECONCRETE STAIRSCALE:31/4"=1'-0"UNIT 1.1FSCALE:51/4"=1'-0"UNIT 1.1HSCALE:21/4"=1'-0"UNIT 1.1ESCALE:61/4"=1'-0"UNIT 1.1JSCALE:41/4"=1'-0"UNIT 1.1GSCALE:71/4"=1'-0"NOT USEDSCALE:81/4"=1'-0"NOT USEDSCALE:91/4"=1'-0"NOT USEDSCALE:101/4"=1'-0"NOT USEDSCALE:111/4"=1'-0"NOT USEDSCALE:121/4"=1'-0"NOT USEDAAAAAAAA06-21-23 LVELEC31'-6"32'-3"31'-6"32'-3"12'-4 5/8"19'-1 1/2"27'-0 1/2"7'-11"5'-2 1/2"19'-1 1/2"4'-6"27'-0"6'-10 3/8"U1aU4aU7bU6bU5aU3aU2aRJ13'-9"12'-5 1/2"9 1/2"10"6'-11"3'-6 1/2"5'-0"4'-1"8'-8"2'-0"1'-2 1/2"7'-5"3'-11 5/8" VERIFY 7'-10 1/2"13'-8"5'-6"4'-0"3'-11"10"2'-2"9'-7"5'-8"2' - 9 "4'-1 3/8"4'-5"4'-0"2'-0"7" 2'-11 1/2"135°1'-0"6"5'-6"BATHVINYL*LAUNDRYVINYLLIVINGVINYLKITCHENVINYLBEDROOMCARPETCLOSETVINYLCLOSETCARPETDECKSLOPE MIN.1/4" : 1'-0"SLOPE MIN.1/4" : 1'-0"DECK2.43.23.12.23.33.43.74.31.23.51.54.21.41.1FTEMPNAT. LIGHTING & VENT. CALC.ROOM AREA: 150 SFAREA REQUIRED: LIGHT (8%) = 12 SFVENT. (4%) = 6 SFAREA PROVIDED: LIGHT = 24 SFVENT. = 30 SF*REFER TO NOTE 18 FOR ADDITIONAL INFONAT. LIGHTING & VENT. CALC.ROOM AREA: 140 SFAREA REQUIRED: LIGHT (8%) = 11.2 SFVENT. (4%) = 5.6 SFAREA PROVIDED: LIGHT = 12.6 SFVENT. = 9 SF*REFER TO NOTE 18 FOR ADDITIONAL INFO4.43.94.04.01'-9"1'-9"SLOPE MIN.1/4" : 1'-0"SLOPE MIN.1/4" : 1'-0"SLOPE MIN.1/4" : 1'-0"2.12.32.3BATHABCD4.43.54.24.33.74.5KITCHENC3'-0"1'-6"3'-2"3.23.13.33.43.32.12.22.31.2D2.47'-7 3/4"9'-0"9'-0"8'-2"8'-0"7'-8"8'-0"8'-0"8'-0"7'-8"1'-2"1'-2"1'-8"3'-5"3'-8"4'-0"3'-8"3'-8"4'-0"5'-4"1'-6"2'-9"3'-0"5'-0"3'-0"1'-11"1'-10"6'-0"6'-8"3.9A3.9A3.9A2.3LVELEC1'-0"54x44 48x48 36x4236x425 4 x 4 2 36x4254x4236x421'-6"1'-6"1'-6"1' - 6 " 1'-6"54x425 4 x 4 22.3MIN. 36" CLEAR MIN. 36"CLEAR18" CLR.MIN. 24"CLEAR2'-0"1'-10" 2'-0"2.3UNIT 1.2 PLANS ANDINTERIOR ELEVATIONSA5-13SCALE:11/4"=1'-0"UNIT 1.2ACCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AUNIT PLAN KEYNOTESCOAT CLOSET : (S & P) SHELF AND POLE MOUNTED @ 70" AFF60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD.18" WIDE TOWEL BAR @ 40" A.F.F.1.ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS)U.N.O.2.ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERALDWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO3.EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH ENDWALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD.WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD.4.FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL5.PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS.6.MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS.7.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O.8.KITCHEN SINK TO HAVE REAR-SET GARBAGE DISPOSAL WITH AIR-GAP FOR DISHWASHER - SEE PLUMBING PLANSFOR FIXTURE SPECS.9.CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH.10.FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL11.NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS AREPERMITTED IN FIRE WALLS.12.CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NOGREATER THAN 5 POUNDS.13.ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES.14.VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION ANDINSTALLATION.15.VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES ANDCOMBUSTIBLE MATERIALS.16.RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING INFIRE-RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING.17.SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL.18.FOR NATURAL LIGHT AND VENTILATION CALCULATIONS, CASEMENT WINDOWS ARE ASSUMED TO PROVIDE 70%VISIBLE LIGHT AND 60% OPEN FOR VENTILATION, AND SLIDING WINDOWS ARE ASSUMED TO PROVIDE 75% VISIBLELIGHT AND 40% OPEN FOR VENTILATION, AND FRENCH DOORS ARE ASSUMED TO PROVIDE 50% VISIBLE LIGHT AND90% OPEN FOR VENTILATION.RECESSED ELECTRICAL SUB-PANEL, HIGHEST OPERABLE PART AT 48"MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MOREINFORMATION-AD-034AD-22FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNERLINEN SHELVES : 5 SHELVES EQUALLY SPACEDMINIMUM 30" WIDE WORK SURFACE WITH KNEE AND TOE CLEARANCES PER 6/AD-04.BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION-(S & P) - SINGLE SHELF AND POLE @ 70" AFF-(DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF-(SS) - SHELF STACK: 5 SHELVES EQUALLY SPACEDLINEN AT BATH: 3 SHELVES @ 40", 56" & 72"24" WIDE TOWEL BAR @ 40" A.F.F.MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH-A7-00-A7-30RECESSED LOW VOLTAGE SUB-PANEL - SEE ELECTRICAL DRAWINGS FORMORE INFORMATIONELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB-PANEL WHENOCCURS IN 2x4 FRAMED WALL.DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 2ITEMS 1 - 12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALLCOMPLY WITH OPTION 2 ITEMS 8 - 12.*LVELECFLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIPREQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A1.1XXXXUNIT PLAN NOTESUNIT PLAN LEGEND1.21.31.41.560"x30" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPEREDGLASS ENCLOSURE.2.13.13.23.33.43.5LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS.PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER &WASTE LINES.3.63.74.1TOILET PAPER HOLDER @ 19" A.F.F.RECESSED MEDICINE CABINETDOOR REFERENCEWINDOW REFERENCELOW WALL (SEE PLAN FOR HEIGHT)2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A UNITS, 2X4 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A UNITS, 2X6 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)1-1/2"x2-1/2" FURRED METAL STUD WALLF.M.C.FIXTURES & APPLIANCES4.24.34.44.5BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.2UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.318" WIDE BREADBOARDS HAVE BEEN PROVIDED IN LIEU OF THE 30" WIDE WORK SURFACE PER1134A.4 EXCEPTION.2.4FULL HEIGHT PANTRY CABINETDOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE &TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER16/AD-03. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLELEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATHREMOVABLE BASE CABINETS24" WIDE DISHWASHER30" WIDE SLIDE-IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TOVENT TO EXTERIORREFRIGERATORMIRRORACCESSORIESUNIT RCP NOTES6AD-2110AD-2110AD-211.REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIRREGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT.2.REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKEDETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE.3.CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES.6.APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFITINSTALLATION.10.PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC.11.ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICALCONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON-PAPER FACED.12.WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PERDETAIL13.WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAILPENDANT / HANGING LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREWALL MOUNTED LIGHTACCESS PANELDIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATIONCEILING FANJUNCTION BOXJRECESSED LIGHT FIXTURECEILING HEIGHTUNIT RCP PLAN LEGENDSOFFIT, SEE PLANS FOR CEILING HEIGHTGYPSUM BOARD LINED JOIST BAY9'-0"42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE.3.810AD-21SOFFIT ABOVE CABINETS (7'-8" CLR. A.F.F. U.N.O)A. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE GRAB BAR INSTALLATION AT TOILET,BATHTUB, AND SHOWER.B. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE FOLD DOWN GRAB BAR INSTALLATION AT TOILET.3.96,10AD-032.5OPEN SHELVES ABOVE SINK2.64" HIGH BACKSPLASH6,7,14,15AD-8414AD-8416AD-039AD-03ELECTRICAL CONVENIENCE OUTLET IN FACE OF BASE CABINET FILLER PANEL OR INPONY WALL, PENINSULA AT LOCATIONS SHOWN, REQUIRED TO ACHIEVE ACCESSIBLEREACH RANGES4.0ACONCRETE ON LEVEL 1. CONCRETE TOPPING OVER DEPRESSED FRAMING AT UPPER LEVELSA4.01PONY WALLGENERAL4.022-HR FIRE RATED EXTERIOR DECK/PATIO POST5AD-55.1S7S8S9HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRAS19CAST-IN-PLACECONCRETE STAIRSCALE:41/4"=1'-0"UNIT 1.2 REFLECTED CEILING PLANSCALE:31/4"=1'-0"UNIT 1.2 ACCESSIBILITY PLANSCALE:51/4"=1'-0"UNIT 1.2 INTERIOR ELEVATIONSSCALE:21/4"=1'-0"UNIT 1.2BAAAAAAAAAAAA06-21-23 ELECLVELECLV32'-0" 1'-3"2'-1"9'-2"5'-9"13'-9"25'-0"4'-6 1/2"3'-6 1/2"5'-1"3'-7"7'-5"10"VERIFY32'-0" 13'-9"18'-3" 4'-6"13'-9"12'-11 1/2"9 1/2" 2'-7 1/2"25'-0"12'-0"12'-0"1'-0"2'-7 1/2" 4'-6"9'-3" 3'-11"1'-10"1'-1"4'-8"2'-6"4'-3" 3'-4"11" 2'-11 1/2"4'-3"5'-0"2'-9"1'-1 1/2"7'-7"3 1/2"3'-11 1/2"12'-2"1'-0"31'-8" 1'-3"2'-1"9'-2"5'-9"13'-5"25'-0"31'-8" 13'-9"17'-11" 1'-2"16'-9"12'-11 1/2"9 1/2"25'-0"6'-7"5'-5"12'-0"12'-0"1'-0"4'-3"5'-0"2'-9"6'-1"5'-11"BATHVINYL*KITCHENVINYLCLOSETVINYLCLOSETCARPETLIVINGVINYLBEDROOMCARPETDECKSLOPE MIN. 1/4" : 1'-0"LAUNDRYVINYL3.23.13.32.12.22.43.43.51.24.24.33.71.51.11.3U1aU6bU4aU7cU3aU5aU2aAAJTEMPNAT. LIGHTING & VENT. CALC.ROOM AREA: 147 SFAREA REQUIRED: LIGHT (8%) = 12 SFVENT. (4%) = 6 SFAREA PROVIDED: LIGHT = 22.5 SFVENT. = 12 SF*REFER TO NOTE 18 FOR ADDITIONAL INFONAT. LIGHTING & VENT. CALC.ROOM AREA: 168 SFAREA REQUIRED: LIGHT (8%) = 14 SFVENT. (4%) = 7 SFAREA PROVIDED: LIGHT = 32.5 SFVENT. = 30 SF*REFER TO NOTE 18 FOR ADDITIONAL INFONAT. LIGHTING & VENT. CALC.ROOM AREA: 168 SFAREA REQUIRED: LIGHT (8%) = 14 SFVENT. (4%) = 7 SFAREA PROVIDED: LIGHT = 33 SFVENT. = 21 SF*REFER TO NOTE 18 FOR ADDITIONAL INFO4.43.94.01'-9"4.0SLOPE MIN. 1/4" : 1'-0"SLOPE MIN.1/4" : 1'-0"SLOPE MIN.1/4" : 1'-0"4.021'-6" 1'-1 1/2"5 1/2"6"1/2"5 1/2"1/2"1'-6" 1'-1 1/2"2.32.31'-2"1'-2"1'-6"9'-7"9'-7"8'-7"8'-7"8'-7"8'-7"8'-7"8'-3"8'-7"3'-10"6'-2 1/2"3'-8"3'-8"3'-5 1/2"3'-5 1/2"1'-6"2'-2 1/2"2'-4 1/2"4'-9"2'-0"3'-3 1/2"2'-10 1/2"6'-10 1/2"6'-1"ELECLV1'-0"54x44 48x48 36x42 54x421'-6"1'-6"36x42 54x42 1'-6"36x4254x421'-6"MIN. 36"CLEARMIN. 36" CLEAR 18" CLR. MIN. 24" CLEAR2'-0"1'-10"2.32.3BATHABCD4.43.54.24.33.74.5KITCHENC3'-0"1'-6"3'-2"3.23.13.33.43.32.12.21.2D3.9A3.9A3.9A1'-2"1'-2"9'-7"9'-7"8'-7"8'-7"8'-7"8'-7"8'-7"8'-3"1'-5 1/2"8'-7"UNIT 1.3 PLANS ANDINTERIOR ELEVATIONSA5-14SCALE:11/4"=1'-0"UNIT 1.3ACCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AUNIT PLAN KEYNOTESCOAT CLOSET : (S & P) SHELF AND POLE MOUNTED @ 70" AFF60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD.18" WIDE TOWEL BAR @ 40" A.F.F.1.ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS)U.N.O.2.ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERALDWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO3.EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH ENDWALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD.WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD.4.FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL5.PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS.6.MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS.7.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O.8.KITCHEN SINK TO HAVE REAR-SET GARBAGE DISPOSAL WITH AIR-GAP FOR DISHWASHER - SEE PLUMBING PLANSFOR FIXTURE SPECS.9.CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH.10.FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL11.NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS AREPERMITTED IN FIRE WALLS.12.CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NOGREATER THAN 5 POUNDS.13.ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES.14.VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION ANDINSTALLATION.15.VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES ANDCOMBUSTIBLE MATERIALS.16.RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING INFIRE-RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING.17.SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL.18.FOR NATURAL LIGHT AND VENTILATION CALCULATIONS, CASEMENT WINDOWS ARE ASSUMED TO PROVIDE 70%VISIBLE LIGHT AND 60% OPEN FOR VENTILATION, AND SLIDING WINDOWS ARE ASSUMED TO PROVIDE 75% VISIBLELIGHT AND 40% OPEN FOR VENTILATION, AND FRENCH DOORS ARE ASSUMED TO PROVIDE 50% VISIBLE LIGHT AND90% OPEN FOR VENTILATION.RECESSED ELECTRICAL SUB-PANEL, HIGHEST OPERABLE PART AT 48"MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MOREINFORMATION-AD-034AD-22FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNERLINEN SHELVES : 5 SHELVES EQUALLY SPACEDMINIMUM 30" WIDE WORK SURFACE WITH KNEE AND TOE CLEARANCES PER 6/AD-04.BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION-(S & P) - SINGLE SHELF AND POLE @ 70" AFF-(DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF-(SS) - SHELF STACK: 5 SHELVES EQUALLY SPACEDLINEN AT BATH: 3 SHELVES @ 40", 56" & 72"24" WIDE TOWEL BAR @ 40" A.F.F.MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH-A7-00-A7-30RECESSED LOW VOLTAGE SUB-PANEL - SEE ELECTRICAL DRAWINGS FORMORE INFORMATIONELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB-PANEL WHENOCCURS IN 2x4 FRAMED WALL.DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 2ITEMS 1 - 12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALLCOMPLY WITH OPTION 2 ITEMS 8 - 12.*LVELECFLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIPREQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A1.1XXXXUNIT PLAN NOTESUNIT PLAN LEGEND1.21.31.41.560"x30" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPEREDGLASS ENCLOSURE.2.13.13.23.33.43.5LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS.PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER &WASTE LINES.3.63.74.1TOILET PAPER HOLDER @ 19" A.F.F.RECESSED MEDICINE CABINETDOOR REFERENCEWINDOW REFERENCELOW WALL (SEE PLAN FOR HEIGHT)2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A UNITS, 2X4 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A UNITS, 2X6 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)1-1/2"x2-1/2" FURRED METAL STUD WALLF.M.C.FIXTURES & APPLIANCES4.24.34.44.5BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.2UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.318" WIDE BREADBOARDS HAVE BEEN PROVIDED IN LIEU OF THE 30" WIDE WORK SURFACE PER1134A.4 EXCEPTION.2.4FULL HEIGHT PANTRY CABINETDOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE &TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER16/AD-03. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLELEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATHREMOVABLE BASE CABINETS24" WIDE DISHWASHER30" WIDE SLIDE-IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TOVENT TO EXTERIORREFRIGERATORMIRRORACCESSORIESUNIT RCP NOTES6AD-2110AD-2110AD-211.REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIRREGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT.2.REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKEDETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE.3.CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES.6.APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFITINSTALLATION.10.PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC.11.ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICALCONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON-PAPER FACED.12.WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PERDETAIL13.WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAILPENDANT / HANGING LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREWALL MOUNTED LIGHTACCESS PANELDIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATIONCEILING FANJUNCTION BOXJRECESSED LIGHT FIXTURECEILING HEIGHTUNIT RCP PLAN LEGENDSOFFIT, SEE PLANS FOR CEILING HEIGHTGYPSUM BOARD LINED JOIST BAY9'-0"42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE.3.810AD-21SOFFIT ABOVE CABINETS (7'-8" CLR. A.F.F. U.N.O)A. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE GRAB BAR INSTALLATION AT TOILET,BATHTUB, AND SHOWER.B. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE FOLD DOWN GRAB BAR INSTALLATION AT TOILET.3.96,10AD-032.5OPEN SHELVES ABOVE SINK2.64" HIGH BACKSPLASH6,7,14,15AD-8414AD-8416AD-039AD-03ELECTRICAL CONVENIENCE OUTLET IN FACE OF BASE CABINET FILLER PANEL OR INPONY WALL, PENINSULA AT LOCATIONS SHOWN, REQUIRED TO ACHIEVE ACCESSIBLEREACH RANGES4.0ACONCRETE ON LEVEL 1. CONCRETE TOPPING OVER DEPRESSED FRAMING AT UPPER LEVELSA4.01PONY WALLGENERAL4.022-HR FIRE RATED EXTERIOR DECK/PATIO POST5AD-55.1S7S8S9HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRAS19CAST-IN-PLACECONCRETE STAIRSCALE:51/4"=1'-0"UNIT 1.3A REFLECTED CEILING PLANSCALE:21/4"=1'-0"UNIT 1.3BSCALE:41/4"=1'-0"UNIT 1.3 INTERIOR ELEVATIONSSCALE:31/4"=1'-0"UNIT 1.3 ACCESSIBILITY PLANAAAASCALE:61/4"=1'-0"UNIT 1.3B INTERIOR ELEVATIONSAAAAAAAAA06-21-23 LVELEC32'-0"36'-2"32'-0"36'-2"U1aU6bU4aU7cU3aU5aU2aU5aU4aU8a7'-10"6'-11" 10'-4"5'-11"1'-0"2"10"7'-3"3'-4 1/2"4'-5"3'-3 1/2"5'-0"3'-11 1/2"6'-11"11 1/2"VERIFY1'-3"2'-1"9'-2"5'-9"13'-9"1'-6"12'-2"12'-0"12'-0"5'-5"6'-7"4'-3"5'-0"2'-9"6'-1"6'-1"AAA3'-1"3'-0"4'-8"12'-4"4'-3"7'-7"4'-6"10'-3" 3'-9"6'-5"6'-3 1/2"9 1/2"BATH 2VINYL*MASTERBATHVINYLBEDROOM 2CARPETMASTERBEDROOMCARPETLIVINGVINYLKITCHENVINYLLAUNDRYVINYLCLOSETVINYLCLOSETCARPETCLOSETVINYLSLOPE MIN. 1/4" : 1'-0"DECKVERIFY 4'-6"9'-3" 3'-11"1'-10"1'-1"4'-8"2'-6"4'-3"3'-7"8"6'-7 1/2"11 1/2"2'-11 1/2"5"8"11'-0"10'-10"4.24.33.53.23.13.32.12.22.43.41.33.53.94.24.33.71.51.18" 2'-2" 2'-2" 14'-9"TEMPNAT. LIGHTING & VENT. CALC.ROOM AREA: 147 SFAREA REQUIRED: LIGHT (8%) = 12 SFVENT. (4%) = 6 SFAREA PROVIDED: LIGHT = 22.5 SFVENT. = 12 SF*REFER TO NOTE 18 FOR ADDITIONAL INFONAT. LIGHTING & VENT. CALC.ROOM AREA: 158 SFAREA REQUIRED: LIGHT (8%) = 13 SFVENT. (4%) = 6.5 SFAREA PROVIDED: LIGHT = 22.5 SFVENT. = 12 SF*REFER TO NOTE 18 FOR ADDITIONAL INFONAT. LIGHTING & VENT. CALC.ROOM AREA: 169 SFAREA REQUIRED: LIGHT (8%) = 14 SFVENT. (4%) = 7 SFAREA PROVIDED: LIGHT = 32.5 SFVENT. = 30 SF*REFER TO NOTE 18 FOR ADDITIONAL INFO4.44.41.24.04.028"5 1/2"1/2"8"5 1/2"1/2"1'-6"8"2.32.3UNIT A104: 8'-7"UPPER FLOORS: 8'-0"UNIT A104: 8'-7"UPPER FLOORS: 8'-0"UNIT A104: 9'-7"UPPER FLOORS: 9'-0"UNIT A104: 9'-7"UPPER FLOORS: 9'-0"UNIT A104: 9'-7"UPPER FLOORS: 9'-0"UNIT A104: 8'-3"UPPER FLOORS: 7'-8"UNIT A104: 8'-7"UPPER FLOORS: 8'-0"UNIT A104: 8'-7"UPPER FLOORS: 8'-0"UNIT A104: 8'-7"UPPER FLOORS: 8'-0"1'-6"2'-0"1'-2"1'-2"1'-8"3'-3 1/2"BATH 2ABCD4.43.54.24.33.74.5KITCHENC3'-0"1'-6"3'-2"3.23.13.33.43.32.12.2MASTER BATHABCD1.24.43.54.52.4D2'-6"5'-0"5'-8 1/2"4'-6"1'-6"1'-11"1'-11"2'-11"6'-2 1/2"2'-6"3'-6"3'-8"3'-8"2'-10"6'-4"6'-2"1'-6"5'-0"2'-11 1/2"2'-0"3'-3 1/2"2'-10 1/2"3.9A3.9A3.9A1'-0"54x4448x601'-6"36x4254x421'-6"54x4236x421'-6"36x4254x421'-6"36x4254x421'-6"54x4236x4236x4254x421'-6"MIN. 36"CLEARMIN. 36" CLEAR 18" CLR. MIN. 24" CLEAR1'-10"2'-0"2'-0"2.32.354x32UNIT 2.1 PLANS ANDINTERIOR ELEVATIONSA5-21SCALE:11/4"=1'-0"UNIT 2.1BCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AUNIT PLAN KEYNOTESCOAT CLOSET : (S & P) SHELF AND POLE MOUNTED @ 70" AFF60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD.18" WIDE TOWEL BAR @ 40" A.F.F.1.ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS)U.N.O.2.ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERALDWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO3.EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH ENDWALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD.WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD.4.FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL5.PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS.6.MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS.7.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O.8.KITCHEN SINK TO HAVE REAR-SET GARBAGE DISPOSAL WITH AIR-GAP FOR DISHWASHER - SEE PLUMBING PLANSFOR FIXTURE SPECS.9.CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH.10.FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL11.NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS AREPERMITTED IN FIRE WALLS.12.CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NOGREATER THAN 5 POUNDS.13.ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES.14.VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION ANDINSTALLATION.15.VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES ANDCOMBUSTIBLE MATERIALS.16.RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING INFIRE-RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING.17.SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL.18.FOR NATURAL LIGHT AND VENTILATION CALCULATIONS, CASEMENT WINDOWS ARE ASSUMED TO PROVIDE 70%VISIBLE LIGHT AND 60% OPEN FOR VENTILATION, AND SLIDING WINDOWS ARE ASSUMED TO PROVIDE 75% VISIBLELIGHT AND 40% OPEN FOR VENTILATION, AND FRENCH DOORS ARE ASSUMED TO PROVIDE 50% VISIBLE LIGHT AND90% OPEN FOR VENTILATION.RECESSED ELECTRICAL SUB-PANEL, HIGHEST OPERABLE PART AT 48"MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MOREINFORMATION-AD-034AD-22FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNERLINEN SHELVES : 5 SHELVES EQUALLY SPACEDMINIMUM 30" WIDE WORK SURFACE WITH KNEE AND TOE CLEARANCES PER 6/AD-04.BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION-(S & P) - SINGLE SHELF AND POLE @ 70" AFF-(DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF-(SS) - SHELF STACK: 5 SHELVES EQUALLY SPACEDLINEN AT BATH: 3 SHELVES @ 40", 56" & 72"24" WIDE TOWEL BAR @ 40" A.F.F.MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH-A7-00-A7-30RECESSED LOW VOLTAGE SUB-PANEL - SEE ELECTRICAL DRAWINGS FORMORE INFORMATIONELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB-PANEL WHENOCCURS IN 2x4 FRAMED WALL.DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 2ITEMS 1 - 12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALLCOMPLY WITH OPTION 2 ITEMS 8 - 12.*LVELECFLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIPREQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A1.1XXXXUNIT PLAN NOTESUNIT PLAN LEGEND1.21.31.41.560"x30" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPEREDGLASS ENCLOSURE.2.13.13.23.33.43.5LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS.PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER &WASTE LINES.3.63.74.1TOILET PAPER HOLDER @ 19" A.F.F.RECESSED MEDICINE CABINETDOOR REFERENCEWINDOW REFERENCELOW WALL (SEE PLAN FOR HEIGHT)2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A UNITS, 2X4 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A UNITS, 2X6 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)1-1/2"x2-1/2" FURRED METAL STUD WALLF.M.C.FIXTURES & APPLIANCES4.24.34.44.5BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.2UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.318" WIDE BREADBOARDS HAVE BEEN PROVIDED IN LIEU OF THE 30" WIDE WORK SURFACE PER1134A.4 EXCEPTION.2.4FULL HEIGHT PANTRY CABINETDOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE &TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER16/AD-03. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLELEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATHREMOVABLE BASE CABINETS24" WIDE DISHWASHER30" WIDE SLIDE-IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TOVENT TO EXTERIORREFRIGERATORMIRRORACCESSORIESUNIT RCP NOTES6AD-2110AD-2110AD-211.REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIRREGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT.2.REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKEDETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE.3.CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES.6.APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFITINSTALLATION.10.PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC.11.ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICALCONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON-PAPER FACED.12.WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PERDETAIL13.WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAILPENDANT / HANGING LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREWALL MOUNTED LIGHTACCESS PANELDIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATIONCEILING FANJUNCTION BOXJRECESSED LIGHT FIXTURECEILING HEIGHTUNIT RCP PLAN LEGENDSOFFIT, SEE PLANS FOR CEILING HEIGHTGYPSUM BOARD LINED JOIST BAY9'-0"42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE.3.810AD-21SOFFIT ABOVE CABINETS (7'-8" CLR. A.F.F. U.N.O)A. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE GRAB BAR INSTALLATION AT TOILET,BATHTUB, AND SHOWER.B. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE FOLD DOWN GRAB BAR INSTALLATION AT TOILET.3.96,10AD-032.5OPEN SHELVES ABOVE SINK2.64" HIGH BACKSPLASH6,7,14,15AD-8414AD-8416AD-039AD-03ELECTRICAL CONVENIENCE OUTLET IN FACE OF BASE CABINET FILLER PANEL OR INPONY WALL, PENINSULA AT LOCATIONS SHOWN, REQUIRED TO ACHIEVE ACCESSIBLEREACH RANGES4.0ACONCRETE ON LEVEL 1. CONCRETE TOPPING OVER DEPRESSED FRAMING AT UPPER LEVELSA4.01PONY WALLGENERAL4.022-HR FIRE RATED EXTERIOR DECK/PATIO POST5AD-55.1S7S8S9HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRAS19CAST-IN-PLACECONCRETE STAIRSCALE:31/4"=1'-0"UNIT 2.1 REFLECTED CEILING PLANSCALE:21/4"=1'-0"UNIT 2.1 ACCESSIBILITY PLANSCALE:41/4"=1'-0"UNIT 2.1 INTERIOR ELEVATIONSAAAAAAAAAAAAAAA06-21-23 SLOPE MIN. 1/4" : 1'-0" SLOPE MIN. 1/4" : 1'-0"SLOPE MIN. 1/4" : 1'-0" SLOPE MIN. 1/4" : 1'-0" SLOPE MIN.1/4" : 1'-0"SLOPE MIN.1/4" : 1'-0"SLOPE MIN.1/4" : 1'-0"DECKDECKDECKDECKDECKDECKDECKDECKJKU2aU2a36'-2"12'-2"12'-0"12'-0"5'-5"6'-7"6'-1"6'-1"11'-0"10'-10"8"32'-0" 7'-4"7'-5" 32'-0" 13'-9" 2'-2" 2'-2" 1'-6"8"36'-0"12'-0"12'-0"12'-0"5'-5"6'-7"6'-1"5'-11"10'-4 1/2"10'-4 1/2"32'-0" 14'-9" 32'-0" 13'-9" 2'-7 1/2" 2'-7 1/2"36'-0"12'-0"12'-0"12'-0"5'-5"6'-7"6'-1"5'-11"10'-10"10'-10"32'-0" 14'-9" 32'-0" 13'-9" 2'-2" 2'-2"36'-0"12'-0"12'-0"12'-0"5'-5"6'-7"6'-1"5'-11"10'-10"10'-10"32'-0" 14'-9" 32'-0" 13'-9" 2'-2" 2'-2"36'-2"12'-2"12'-0"12'-0"5'-2"6'-10"6'-1"6'-1"11'-4"4"4"32'-0"6'-11"7'-10" 32'-0" 13'-9"1'-0"1'-2" 2'-2" 2'-2"1'-0"1'-2"1'-0"3'-8"4'-0"4'-4"1'-6"9'-0"1'-6"36'-2"12'-2"12'-0"12'-0"5'-2"6'-10"6'-1"6'-1"32'-0"6'-11"7'-10" 32'-0" 13'-9" 2'-2" 2'-2"36'-2"12'-2"12'-0"12'-0"5'-11"6'-1"6'-1"6'-1"32'-0"10'-6" 32'-0"2'-0" 2'-0"4'-3"10'-0 1/2"9"1'-2 1/2"4'-4"4'-0"3'-8"1'-8 1/2"9'-0 1/2"1'-3"13'-9"36'-2"12'-2"12'-0"12'-0"5'-11"6'-1"6'-1"6'-1"11'-0"10'-10"31'-8"14'-5" 32'-0"2'-2" 2'-2"11'-2"3'-3" 13'-5"JTEMPTEMPNAT. LIGHTING & VENT. CALC.ROOM AREA: 169 SFAREA REQUIRED: LIGHT (8%) = 14 SFVENT. (4%) = 7 SFAREA PROVIDED: LIGHT = 20.5 SFVENT. = 27 SF*REFER TO NOTE 18 FOR ADDITIONAL INFO4.04.04.04.04.04.04.04.0SLOPE MIN.1/4" : 1'-0"SLOPE MIN. 1/4" : 1'-0"SLOPE MIN.1/4" : 1'-0"SLOPE MIN. 1/4" : 1'-0"SLOPE MIN.1/4" : 1'-0"SLOPE MIN. 1/4" : 1'-0"SLOPE MIN.1/4" : 1'-0"SLOPE MIN.1/4" : 1'-0"SLOPE MIN.1/4" : 1'-0"SLOPE MIN.1/4" : 1'-0"SLOPE MIN.1/4" : 1'-0"4.021'-6"8"5 1/2"1/2"8"5 1/2"1/2"1'-1 1/2"1'-6" 1'-1 1/2"4.021'-6" 1'-1 1/2"5 1/2"1/2"1'-1 1/2"5 1/2"1/2"8"1'-6"8"4.021'-6"8"5 1/2"1/2"8"5 1/2"1/2"8"1'-6"8" 1'-6"8"5 1/2"1/2"8"5 1/2"1/2"4.028"1'-6"8"4.021'-6"8"5 1/2"1/2"8"5 1/2"1/2"UNIT 2.1 PLANS ANDVARIATIONSA5-22CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AUNIT PLAN KEYNOTESCOAT CLOSET : (S & P) SHELF AND POLE MOUNTED @ 70" AFF60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD.18" WIDE TOWEL BAR @ 40" A.F.F.1.ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS)U.N.O.2.ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERALDWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO3.EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH ENDWALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD.WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD.4.FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL5.PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS.6.MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS.7.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O.8.KITCHEN SINK TO HAVE REAR-SET GARBAGE DISPOSAL WITH AIR-GAP FOR DISHWASHER - SEE PLUMBING PLANSFOR FIXTURE SPECS.9.CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH.10.FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL11.NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS AREPERMITTED IN FIRE WALLS.12.CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NOGREATER THAN 5 POUNDS.13.ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES.14.VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION ANDINSTALLATION.15.VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES ANDCOMBUSTIBLE MATERIALS.16.RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING INFIRE-RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING.17.SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL.18.FOR NATURAL LIGHT AND VENTILATION CALCULATIONS, CASEMENT WINDOWS ARE ASSUMED TO PROVIDE 70%VISIBLE LIGHT AND 60% OPEN FOR VENTILATION, AND SLIDING WINDOWS ARE ASSUMED TO PROVIDE 75% VISIBLELIGHT AND 40% OPEN FOR VENTILATION, AND FRENCH DOORS ARE ASSUMED TO PROVIDE 50% VISIBLE LIGHT AND90% OPEN FOR VENTILATION.RECESSED ELECTRICAL SUB-PANEL, HIGHEST OPERABLE PART AT 48"MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MOREINFORMATION-AD-034AD-22FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNERLINEN SHELVES : 5 SHELVES EQUALLY SPACEDMINIMUM 30" WIDE WORK SURFACE WITH KNEE AND TOE CLEARANCES PER 6/AD-04.BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION-(S & P) - SINGLE SHELF AND POLE @ 70" AFF-(DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF-(SS) - SHELF STACK: 5 SHELVES EQUALLY SPACEDLINEN AT BATH: 3 SHELVES @ 40", 56" & 72"24" WIDE TOWEL BAR @ 40" A.F.F.MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH-A7-00-A7-30RECESSED LOW VOLTAGE SUB-PANEL - SEE ELECTRICAL DRAWINGS FORMORE INFORMATIONELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB-PANEL WHENOCCURS IN 2x4 FRAMED WALL.DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 2ITEMS 1 - 12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALLCOMPLY WITH OPTION 2 ITEMS 8 - 12.*LVELECFLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIPREQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A1.1XXXXUNIT PLAN NOTESUNIT PLAN LEGEND1.21.31.41.560"x30" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPEREDGLASS ENCLOSURE.2.13.13.23.33.43.5LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS.PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER &WASTE LINES.3.63.74.1TOILET PAPER HOLDER @ 19" A.F.F.RECESSED MEDICINE CABINETDOOR REFERENCEWINDOW REFERENCELOW WALL (SEE PLAN FOR HEIGHT)2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A UNITS, 2X4 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A UNITS, 2X6 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)1-1/2"x2-1/2" FURRED METAL STUD WALLF.M.C.FIXTURES & APPLIANCES4.24.34.44.5BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.2UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.318" WIDE BREADBOARDS HAVE BEEN PROVIDED IN LIEU OF THE 30" WIDE WORK SURFACE PER1134A.4 EXCEPTION.2.4FULL HEIGHT PANTRY CABINETDOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE &TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER16/AD-03. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLELEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATHREMOVABLE BASE CABINETS24" WIDE DISHWASHER30" WIDE SLIDE-IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TOVENT TO EXTERIORREFRIGERATORMIRRORACCESSORIESUNIT RCP NOTES6AD-2110AD-2110AD-211.REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIRREGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT.2.REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKEDETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE.3.CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES.6.APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFITINSTALLATION.10.PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC.11.ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICALCONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON-PAPER FACED.12.WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PERDETAIL13.WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAILPENDANT / HANGING LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREWALL MOUNTED LIGHTACCESS PANELDIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATIONCEILING FANJUNCTION BOXJRECESSED LIGHT FIXTURECEILING HEIGHTUNIT RCP PLAN LEGENDSOFFIT, SEE PLANS FOR CEILING HEIGHTGYPSUM BOARD LINED JOIST BAY9'-0"42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE.3.810AD-21SOFFIT ABOVE CABINETS (7'-8" CLR. A.F.F. U.N.O)A. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE GRAB BAR INSTALLATION AT TOILET,BATHTUB, AND SHOWER.B. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE FOLD DOWN GRAB BAR INSTALLATION AT TOILET.3.96,10AD-032.5OPEN SHELVES ABOVE SINK2.64" HIGH BACKSPLASH6,7,14,15AD-8414AD-8416AD-039AD-03ELECTRICAL CONVENIENCE OUTLET IN FACE OF BASE CABINET FILLER PANEL OR INPONY WALL, PENINSULA AT LOCATIONS SHOWN, REQUIRED TO ACHIEVE ACCESSIBLEREACH RANGES4.0ACONCRETE ON LEVEL 1. CONCRETE TOPPING OVER DEPRESSED FRAMING AT UPPER LEVELSA4.01PONY WALLGENERAL4.022-HR FIRE RATED EXTERIOR DECK/PATIO POST5AD-55.1S7S8S9HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRAS19CAST-IN-PLACECONCRETE STAIRSCALE:71/4"=1'-0"UNIT 2.1JSCALE:81/4"=1'-0"UNIT 2.1LSCALE:11/4"=1'-0"UNIT 2.1CSCALE:21/4"=1'-0"UNIT 2.1DSCALE:31/4"=1'-0"UNIT 2.1ESCALE:41/4"=1'-0"UNIT 2.1FSCALE:51/4"=1'-0"UNIT 2.1GSCALE:61/4"=1'-0"UNIT 2.1HAAAAAAAAAAAAAAAAAA06-21-23 SLOPE MIN. 1/4" : 1'-0"DECKAJ36'-2"12'-2"12'-0"12'-0"5'-11"6'-1"6'-1"6'-1"5 1/2"11'-0"10'-10"8"31'-8" 14'-5" 32'-0" 1'-6"8" 2'-2" 2'-2" 1'-6"8" 11'-2"3'-3" 13'-5"J36'-2"12'-2"12'-0"12'-0"5'-11"6'-1"6'-1"6'-1"31'-8" 14'-5" 32'-0" 11'-2"3'-3" 13'-5"J4'-3"5'-0"2'-9"1'-2"12'-3" 1'-2"13'-3"NAT. LIGHTING & VENT. CALC.ROOM AREA: 169 SFAREA REQUIRED: LIGHT (8%) = 14 SFVENT. (4%) = 7 SFAREA PROVIDED: LIGHT = 33 SFVENT. = 21 SF*REFER TO NOTE 18 FOR ADDITIONAL INFO4.01/2"5 1/2"8"1/2"4.02UNIT 2.1 PLANVARIATIONSA5-23SCALE:21/4"=1'-0"UNIT 2.1QCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AUNIT PLAN KEYNOTESCOAT CLOSET : (S & P) SHELF AND POLE MOUNTED @ 70" AFF60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD.18" WIDE TOWEL BAR @ 40" A.F.F.1.ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS)U.N.O.2.ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERALDWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO3.EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH ENDWALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD.WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD.4.FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL5.PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS.6.MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS.7.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O.8.KITCHEN SINK TO HAVE REAR-SET GARBAGE DISPOSAL WITH AIR-GAP FOR DISHWASHER - SEE PLUMBING PLANSFOR FIXTURE SPECS.9.CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH.10.FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL11.NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS AREPERMITTED IN FIRE WALLS.12.CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NOGREATER THAN 5 POUNDS.13.ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES.14.VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION ANDINSTALLATION.15.VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES ANDCOMBUSTIBLE MATERIALS.16.RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING INFIRE-RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING.17.SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL.18.FOR NATURAL LIGHT AND VENTILATION CALCULATIONS, CASEMENT WINDOWS ARE ASSUMED TO PROVIDE 70%VISIBLE LIGHT AND 60% OPEN FOR VENTILATION, AND SLIDING WINDOWS ARE ASSUMED TO PROVIDE 75% VISIBLELIGHT AND 40% OPEN FOR VENTILATION, AND FRENCH DOORS ARE ASSUMED TO PROVIDE 50% VISIBLE LIGHT AND90% OPEN FOR VENTILATION.RECESSED ELECTRICAL SUB-PANEL, HIGHEST OPERABLE PART AT 48"MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MOREINFORMATION-AD-034AD-22FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNERLINEN SHELVES : 5 SHELVES EQUALLY SPACEDMINIMUM 30" WIDE WORK SURFACE WITH KNEE AND TOE CLEARANCES PER 6/AD-04.BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION-(S & P) - SINGLE SHELF AND POLE @ 70" AFF-(DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF-(SS) - SHELF STACK: 5 SHELVES EQUALLY SPACEDLINEN AT BATH: 3 SHELVES @ 40", 56" & 72"24" WIDE TOWEL BAR @ 40" A.F.F.MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH-A7-00-A7-30RECESSED LOW VOLTAGE SUB-PANEL - SEE ELECTRICAL DRAWINGS FORMORE INFORMATIONELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB-PANEL WHENOCCURS IN 2x4 FRAMED WALL.DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 2ITEMS 1 - 12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALLCOMPLY WITH OPTION 2 ITEMS 8 - 12.*LVELECFLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIPREQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A1.1XXXXUNIT PLAN NOTESUNIT PLAN LEGEND1.21.31.41.560"x30" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPEREDGLASS ENCLOSURE.2.13.13.23.33.43.5LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS.PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER &WASTE LINES.3.63.74.1TOILET PAPER HOLDER @ 19" A.F.F.RECESSED MEDICINE CABINETDOOR REFERENCEWINDOW REFERENCELOW WALL (SEE PLAN FOR HEIGHT)2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A UNITS, 2X4 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A UNITS, 2X6 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)1-1/2"x2-1/2" FURRED METAL STUD WALLF.M.C.FIXTURES & APPLIANCES4.24.34.44.5BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.2UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.318" WIDE BREADBOARDS HAVE BEEN PROVIDED IN LIEU OF THE 30" WIDE WORK SURFACE PER1134A.4 EXCEPTION.2.4FULL HEIGHT PANTRY CABINETDOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE &TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER16/AD-03. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLELEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATHREMOVABLE BASE CABINETS24" WIDE DISHWASHER30" WIDE SLIDE-IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TOVENT TO EXTERIORREFRIGERATORMIRRORACCESSORIESUNIT RCP NOTES6AD-2110AD-2110AD-211.REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIRREGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT.2.REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKEDETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE.3.CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES.6.APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFITINSTALLATION.10.PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC.11.ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICALCONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON-PAPER FACED.12.WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PERDETAIL13.WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAILPENDANT / HANGING LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREWALL MOUNTED LIGHTACCESS PANELDIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATIONCEILING FANJUNCTION BOXJRECESSED LIGHT FIXTURECEILING HEIGHTUNIT RCP PLAN LEGENDSOFFIT, SEE PLANS FOR CEILING HEIGHTGYPSUM BOARD LINED JOIST BAY9'-0"42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE.3.810AD-21SOFFIT ABOVE CABINETS (7'-8" CLR. A.F.F. U.N.O)A. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE GRAB BAR INSTALLATION AT TOILET,BATHTUB, AND SHOWER.B. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE FOLD DOWN GRAB BAR INSTALLATION AT TOILET.3.96,10AD-032.5OPEN SHELVES ABOVE SINK2.64" HIGH BACKSPLASH6,7,14,15AD-8414AD-8416AD-039AD-03ELECTRICAL CONVENIENCE OUTLET IN FACE OF BASE CABINET FILLER PANEL OR INPONY WALL, PENINSULA AT LOCATIONS SHOWN, REQUIRED TO ACHIEVE ACCESSIBLEREACH RANGES4.0ACONCRETE ON LEVEL 1. CONCRETE TOPPING OVER DEPRESSED FRAMING AT UPPER LEVELSA4.01PONY WALLGENERAL4.022-HR FIRE RATED EXTERIOR DECK/PATIO POST5AD-55.1S7S8S9HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRAS19CAST-IN-PLACECONCRETE STAIRSCALE:41/4"=1'-0"NOT USEDSCALE:51/4"=1'-0"NOT USEDSCALE:81/4"=1'-0"NOT USEDSCALE:11/4"=1'-0"UNIT 2.1PSCALE:31/4"=1'-0"NOT USEDSCALE:71/4"=1'-0"NOT USEDSCALE:61/4"=1'-0"NOT USEDAA06-21-23 ELECLV35'-1 1/2"38'-3 1/2"34'-6"37'-8"U1aU4aU8aU3aU2aU3aU6bU4aU7aU8dAQ29'-6"5'-0" 1'-0 1/2"11'-2 1/2"10'-7 1/2"5'-7 1/2"1'-0"2"8'-8 1/2"28'-9 1/2"7 1/2"7 1/2"10"7'-3"7 1/2"6'-9"2'-3 1/2"16'-1"6'-6" 7'-4"3'-11 1/2"4'-1 1/2"4'-5"7'-6"6'-11"11'-10"11'-11"26'-2"11'-6"11'-2"7 1/2"14'-4 1/2"7'-6"3'-8"3'-1"5"3'-0"8"3'-10"2'-7 1/2"2'-9"3'-9 1/2"3'-8"2'-2"9'-8"4'-1 1/2"3'-8"7'-5"10"6'-10 1/2"7'-6"3'-8"7'-5"10" VERIFY1'-0"3'-10"6'-9 1/2"6'-3"4 1/2"5'-0" VERIFY 3'-6 1/2"8'-8 1/2"3'-1"4'-1"4'-3 1/2"4'-0"SBATHVINYL*CLOSETVINYLCLOSETCARPETCLOSETVINYLKITCHENVINYLLIVINGVINYLDININGVINYLMASTERBEDROOMCARPETBEDROOM 2CARPETMASTERBATHVINYLLAUNDRYVINYLDECKSLOPE MIN.1/4" : 1'-0"38'-3 1/2"34'-6" 1'-0 1/2"11'-2 1/2" 7 1/2"26'-2"11'-2"7 1/2"14'-4 1/2"7'-6"3'-8"6'-10 1/2"7'-6"34'-6"RECESSEDRIM JOISTRECESSEDRIM JOIST8"SLOPE MIN.1/4" : 1'-0"1.54.24.32.12.33.23.13.31.23.54.24.33.71.41.11.51.3EEAA@ 3RD FLOOR@ 4TH,6TH FLOOR@ 3RD FLOOR@ 4TH,6TH FLOORNAT. LIGHTING & VENT. CALC.ROOM AREA: 196 SFAREA REQUIRED: LIGHT (8%) = 16 SFVENT. (4%) = 8 SFAREA PROVIDED: LIGHT = 45 SFVENT. = 24 SF*REFER TO NOTE 18 FOR ADDITIONAL INFONAT. L IGHT ING & VENT. CALC .ROOM AREA: 124 SFAREA REQUIRED: LIGHT (8%) = 16 SFVENT. (4%) = 8 SFAREA PROVIDED: LIGHT = 45 SFVENT. = 24 SF*REFER TO NOTE 18 FOR ADDIT IONAL INFONAT. LIGHTING & VENT . CALC.ROOM AREA : 129 SFAREA REQU IRED : LIGHT (8%) = 11 SFVENT. (4%) = 5.5 SFAREA PROV IDED : LIGHT = 22.5 SFVENT. = 12 SF*REFER TO NOTE 18 FOR ADD ITIONAL INFO4.44.42.43.43.94.04.03'-1 1/2"1/2" 7"4.027"1/2"11'-1"7"1/2"5"4.026'-1" 1/2" 7" 5"2.22.3UNIT B108: 10'-0"ALL OTHER UNITS: 9'-0"8'-2"UNIT B108: 10'-0"ALL OTHER UNITS: 9'-0"UNIT B108: 10'-0"ALL OTHER UNITS: 9'-0"UNIT B108: 8'-8"ALL OTHER UNITS: 7'-8"UNIT B108: 9'-0"ALL OTHER UNITS: 8'-0"UNIT B108: 9'-0"ALL OTHER UNITS: 8'-0"UNIT B108: 9'-0"ALL OTHER UNITS: 8'-0"BATHABCD4.43.54.24.33.74.5KITCHENB3'-0"1'-6"3'-2"3.23.13.33.43.32.32.2BATHABCD1.24.43.54.52.4DA2.32'-6"1.3WORK STATION2'-6"5'-0"5'-8 1/2"4'-6 1/4"1'-6"1'-10 3/4"2'-7"1'-11"3'-0 1/4"2'-0"8'-6"1'-6"3'-6"2'-7"1'-10"1'-7 3/4"4'-6"5'-1 1/4"5'-9"5'-9"2'-7"3'-8"3'-8"3'-8"2'-0"3.9A3.9A3.9A2.32.11'-0"54x4448x481'-6"36x4254x421'-6"54x42 36x42 1'-6"36x4254x421'-6"36x4236x42 54x421'-6"1'-6"54x42 MIN. 36" CLEARMIN. 36"CLEAR18" CLR.MIN. 24"CLEAR1'-10" 2'-0"2'-0"54x3254x322.32.3UNIT 2.2 PLANS ANDINTERIOR ELEVATIONSA5-25SCALE:11/4"=1'-0"UNIT 2.2BCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AUNIT PLAN KEYNOTESCOAT CLOSET : (S & P) SHELF AND POLE MOUNTED @ 70" AFF60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD.18" WIDE TOWEL BAR @ 40" A.F.F.1.ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS)U.N.O.2.ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERALDWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO3.EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH ENDWALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD.WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD.4.FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL5.PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS.6.MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS.7.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O.8.KITCHEN SINK TO HAVE REAR-SET GARBAGE DISPOSAL WITH AIR-GAP FOR DISHWASHER - SEE PLUMBING PLANSFOR FIXTURE SPECS.9.CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH.10.FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL11.NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS AREPERMITTED IN FIRE WALLS.12.CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NOGREATER THAN 5 POUNDS.13.ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES.14.VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION ANDINSTALLATION.15.VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES ANDCOMBUSTIBLE MATERIALS.16.RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING INFIRE-RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING.17.SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL.18.FOR NATURAL LIGHT AND VENTILATION CALCULATIONS, CASEMENT WINDOWS ARE ASSUMED TO PROVIDE 70%VISIBLE LIGHT AND 60% OPEN FOR VENTILATION, AND SLIDING WINDOWS ARE ASSUMED TO PROVIDE 75% VISIBLELIGHT AND 40% OPEN FOR VENTILATION, AND FRENCH DOORS ARE ASSUMED TO PROVIDE 50% VISIBLE LIGHT AND90% OPEN FOR VENTILATION.RECESSED ELECTRICAL SUB-PANEL, HIGHEST OPERABLE PART AT 48"MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MOREINFORMATION-AD-034AD-22FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNERLINEN SHELVES : 5 SHELVES EQUALLY SPACEDMINIMUM 30" WIDE WORK SURFACE WITH KNEE AND TOE CLEARANCES PER 6/AD-04.BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION-(S & P) - SINGLE SHELF AND POLE @ 70" AFF-(DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF-(SS) - SHELF STACK: 5 SHELVES EQUALLY SPACEDLINEN AT BATH: 3 SHELVES @ 40", 56" & 72"24" WIDE TOWEL BAR @ 40" A.F.F.MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH-A7-00-A7-30RECESSED LOW VOLTAGE SUB-PANEL - SEE ELECTRICAL DRAWINGS FORMORE INFORMATIONELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB-PANEL WHENOCCURS IN 2x4 FRAMED WALL.DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 2ITEMS 1 - 12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALLCOMPLY WITH OPTION 2 ITEMS 8 - 12.*LVELECFLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIPREQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A1.1XXXXUNIT PLAN NOTESUNIT PLAN LEGEND1.21.31.41.560"x30" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPEREDGLASS ENCLOSURE.2.13.13.23.33.43.5LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS.PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER &WASTE LINES.3.63.74.1TOILET PAPER HOLDER @ 19" A.F.F.RECESSED MEDICINE CABINETDOOR REFERENCEWINDOW REFERENCELOW WALL (SEE PLAN FOR HEIGHT)2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A UNITS, 2X4 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A UNITS, 2X6 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)1-1/2"x2-1/2" FURRED METAL STUD WALLF.M.C.FIXTURES & APPLIANCES4.24.34.44.5BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.2UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.318" WIDE BREADBOARDS HAVE BEEN PROVIDED IN LIEU OF THE 30" WIDE WORK SURFACE PER1134A.4 EXCEPTION.2.4FULL HEIGHT PANTRY CABINETDOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE &TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER16/AD-03. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLELEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATHREMOVABLE BASE CABINETS24" WIDE DISHWASHER30" WIDE SLIDE-IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TOVENT TO EXTERIORREFRIGERATORMIRRORACCESSORIESUNIT RCP NOTES6AD-2110AD-2110AD-211.REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIRREGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT.2.REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKEDETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE.3.CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES.6.APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFITINSTALLATION.10.PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC.11.ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICALCONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON-PAPER FACED.12.WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PERDETAIL13.WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAILPENDANT / HANGING LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREWALL MOUNTED LIGHTACCESS PANELDIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATIONCEILING FANJUNCTION BOXJRECESSED LIGHT FIXTURECEILING HEIGHTUNIT RCP PLAN LEGENDSOFFIT, SEE PLANS FOR CEILING HEIGHTGYPSUM BOARD LINED JOIST BAY9'-0"42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE.3.810AD-21SOFFIT ABOVE CABINETS (7'-8" CLR. A.F.F. U.N.O)A. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE GRAB BAR INSTALLATION AT TOILET,BATHTUB, AND SHOWER.B. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE FOLD DOWN GRAB BAR INSTALLATION AT TOILET.3.96,10AD-032.5OPEN SHELVES ABOVE SINK2.64" HIGH BACKSPLASH6,7,14,15AD-8414AD-8416AD-039AD-03ELECTRICAL CONVENIENCE OUTLET IN FACE OF BASE CABINET FILLER PANEL OR INPONY WALL, PENINSULA AT LOCATIONS SHOWN, REQUIRED TO ACHIEVE ACCESSIBLEREACH RANGES4.0ACONCRETE ON LEVEL 1. CONCRETE TOPPING OVER DEPRESSED FRAMING AT UPPER LEVELSA4.01PONY WALLGENERAL4.022-HR FIRE RATED EXTERIOR DECK/PATIO POST5AD-55.1S7S8S9HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRAS19CAST-IN-PLACECONCRETE STAIRSCALE:41/4"=1'-0"UNIT 2.2 REFLECTED CEILING PLANSCALE:31/4"=1'-0"UNIT 2.2 ACCESSIBILITY PLANSCALE:51/4"=1'-0"UNIT 2.2 INTERIOR ELEVATIONSSCALE:21/4"=1'-0"UNIT 2.2CAAAAAAAAAAAAAAA06-21-23 ELECLVELECLVELECLVELECLV34'-11 1/2"38'-1 1/2"37'-6"28'-9 1/2"7 1/2"16'-1" 4'-5"7'-8"9'-10"12'-1"26'-0"11'-0"7 1/2"14'-4 1/2"5'-11"5'-1"6'-0"8'-4 1/2"18'-11 1/2"8'-8 1/2"34'-4" 29'-2"5'-0" 11'-11"10'-7 1/2"5'-7 1/2"1'-0" 34'-11 1/2"38'-1 1/2"37'-6"28'-9 1/2"7 1/2"16'-1" 4'-5"7'-8"9'-10"12'-1"26'-0"11'-0"7 1/2"14'-4 1/2"5'-11"5'-1"6'-0"8'-4 1/2"18'-11 1/2"8'-8 1/2"34'-4" 29'-2"5'-0" 11'-11"10'-7 1/2"5'-7 1/2"1'-0"RECESSEDRIM JOISTRECESSEDRIM JOISTRECESSEDRIM JOISTRECESSEDRIM JOIST35'-1 1/2"38'-3 1/2"37'-8"28'-9 1/2"7 1/2"16'-1" 4'-5"7'-6" 11'-11"26'-2"11'-2"7 1/2"14'-4 1/2"7'-6"3'-8"6'-10 1/2"7'-6"8'-10 1/2"34'-6"29'-6"5'-0"12'-3"10'-7 1/2"5'-7 1/2"1'-0" 34'-8"37'-6"37'-6"28'-9 1/2"2'-9"16'-1"6'-6" 4'-5"7'-8" 12'-1"26'-0"11'-6"2'-9"11'-0"7 1/2"14'-4 1/2"7'-7"3'-5"8'-1 1/2"6'-3"8'-8 1/2"34'-8"29'-6"5'-0"12'-3"10'-7 1/2"5'-7 1/2"1'-0" 1'-6"4'-0"1'-0" 1'-0"5'-0"6"2'-5 1/2"6'-9"2'-3 1/2"10'-11"17'-10 1/2"2"2" 2"SLOPE MIN.1/4" : 1'-0"SLOPE MIN.1/4" : 1'-0"SLOPE MIN.1/4" : 1'-0"SLOPE MIN.1/4" : 1'-0"SSEEAA@ 3RD FLOOR@ 4TH,6TH FLOOR@ 3RD FLOOR@ 4TH,6TH FLOORAASSAA4.04.04.04.04.024.024.026'-6" 1/2" 7"11'-6"7"1/2"6'-6" 1/2" 7"11'-6"7"1/2"6'-6" 1/2" 7"11'-6"7"1/2"UP23"MINS7S8S9S19UNIT 2.2 PLANVARIATIONSA5-26SCALE:11/4"=1'-0"UNIT 2.2DCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AUNIT PLAN KEYNOTESCOAT CLOSET : (S & P) SHELF AND POLE MOUNTED @ 70" AFF60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD.18" WIDE TOWEL BAR @ 40" A.F.F.1.ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS)U.N.O.2.ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERALDWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO3.EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH ENDWALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD.WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD.4.FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL5.PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS.6.MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS.7.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O.8.KITCHEN SINK TO HAVE REAR-SET GARBAGE DISPOSAL WITH AIR-GAP FOR DISHWASHER - SEE PLUMBING PLANSFOR FIXTURE SPECS.9.CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH.10.FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL11.NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS AREPERMITTED IN FIRE WALLS.12.CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NOGREATER THAN 5 POUNDS.13.ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES.14.VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION ANDINSTALLATION.15.VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES ANDCOMBUSTIBLE MATERIALS.16.RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING INFIRE-RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING.17.SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL.18.FOR NATURAL LIGHT AND VENTILATION CALCULATIONS, CASEMENT WINDOWS ARE ASSUMED TO PROVIDE 70%VISIBLE LIGHT AND 60% OPEN FOR VENTILATION, AND SLIDING WINDOWS ARE ASSUMED TO PROVIDE 75% VISIBLELIGHT AND 40% OPEN FOR VENTILATION, AND FRENCH DOORS ARE ASSUMED TO PROVIDE 50% VISIBLE LIGHT AND90% OPEN FOR VENTILATION.RECESSED ELECTRICAL SUB-PANEL, HIGHEST OPERABLE PART AT 48"MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MOREINFORMATION-AD-034AD-22FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNERLINEN SHELVES : 5 SHELVES EQUALLY SPACEDMINIMUM 30" WIDE WORK SURFACE WITH KNEE AND TOE CLEARANCES PER 6/AD-04.BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION-(S & P) - SINGLE SHELF AND POLE @ 70" AFF-(DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF-(SS) - SHELF STACK: 5 SHELVES EQUALLY SPACEDLINEN AT BATH: 3 SHELVES @ 40", 56" & 72"24" WIDE TOWEL BAR @ 40" A.F.F.MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH-A7-00-A7-30RECESSED LOW VOLTAGE SUB-PANEL - SEE ELECTRICAL DRAWINGS FORMORE INFORMATIONELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB-PANEL WHENOCCURS IN 2x4 FRAMED WALL.DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 2ITEMS 1 - 12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALLCOMPLY WITH OPTION 2 ITEMS 8 - 12.*LVELECFLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIPREQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A1.1XXXXUNIT PLAN NOTESUNIT PLAN LEGEND1.21.31.41.560"x30" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPEREDGLASS ENCLOSURE.2.13.13.23.33.43.5LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS.PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER &WASTE LINES.3.63.74.1TOILET PAPER HOLDER @ 19" A.F.F.RECESSED MEDICINE CABINETDOOR REFERENCEWINDOW REFERENCELOW WALL (SEE PLAN FOR HEIGHT)2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A UNITS, 2X4 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A UNITS, 2X6 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)1-1/2"x2-1/2" FURRED METAL STUD WALLF.M.C.FIXTURES & APPLIANCES4.24.34.44.5BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.2UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.318" WIDE BREADBOARDS HAVE BEEN PROVIDED IN LIEU OF THE 30" WIDE WORK SURFACE PER1134A.4 EXCEPTION.2.4FULL HEIGHT PANTRY CABINETDOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE &TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER16/AD-03. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLELEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATHREMOVABLE BASE CABINETS24" WIDE DISHWASHER30" WIDE SLIDE-IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TOVENT TO EXTERIORREFRIGERATORMIRRORACCESSORIESUNIT RCP NOTES6AD-2110AD-2110AD-211.REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIRREGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT.2.REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKEDETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE.3.CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES.6.APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFITINSTALLATION.10.PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC.11.ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICALCONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON-PAPER FACED.12.WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PERDETAIL13.WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAILPENDANT / HANGING LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREWALL MOUNTED LIGHTACCESS PANELDIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATIONCEILING FANJUNCTION BOXJRECESSED LIGHT FIXTURECEILING HEIGHTUNIT RCP PLAN LEGENDSOFFIT, SEE PLANS FOR CEILING HEIGHTGYPSUM BOARD LINED JOIST BAY9'-0"42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE.3.810AD-21SOFFIT ABOVE CABINETS (7'-8" CLR. A.F.F. U.N.O)A. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE GRAB BAR INSTALLATION AT TOILET,BATHTUB, AND SHOWER.B. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE FOLD DOWN GRAB BAR INSTALLATION AT TOILET.3.96,10AD-032.5OPEN SHELVES ABOVE SINK2.64" HIGH BACKSPLASH6,7,14,15AD-8414AD-8416AD-039AD-03ELECTRICAL CONVENIENCE OUTLET IN FACE OF BASE CABINET FILLER PANEL OR INPONY WALL, PENINSULA AT LOCATIONS SHOWN, REQUIRED TO ACHIEVE ACCESSIBLEREACH RANGES4.0ACONCRETE ON LEVEL 1. CONCRETE TOPPING OVER DEPRESSED FRAMING AT UPPER LEVELSA4.01PONY WALLGENERAL4.022-HR FIRE RATED EXTERIOR DECK/PATIO POST5AD-55.1S7S8S9HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRAS19CAST-IN-PLACECONCRETE STAIRSCALE:31/4"=1'-0"UNIT 2.2FSCALE:41/4"=1'-0"UNIT 2.2GSCALE:21/4"=1'-0"UNIT 2.2EAAAAAAAAAAAAAAAAAAA06-21-23 ELECLVELECLVELECLVELECLV34'-8"37'-6"37'-6"28'-9 1/2"16'-1"6'-6"12'-1"26'-0"11'-6"11'-0"7 1/2"14'-4 1/2"7'-7"3'-5"8'-1 1/2"6'-3"8'-8 1/2"34'-8" 29'-6"5'-0" 12'-3"10'-7 1/2"5'-7 1/2"1'-0" 1'-6"4'-0"1'-0"2'-5 1/2"6'-9"2'-3 1/2"10'-11"17'-10 1/2"34'-8"37'-6"37'-6"28'-9 1/2"16'-1"6'-6" 4'-5"7'-8" 12'-1"26'-0"11'-6"11'-0"7 1/2"14'-4 1/2"7'-7"3'-5"8'-1 1/2"6'-3"8'-8 1/2"34'-8" 29'-6"5'-0" 12'-3"10'-7 1/2"5'-7 1/2"1'-0" 1'-6"4'-0"1'-0"2'-5 1/2"6'-9"2'-3 1/2"10'-11"17'-10 1/2"RECESSEDRIM JOISTRECESSEDRIM JOISTRECESSEDRIM JOISTRECESSEDRIM JOISTRECESSEDRIM JOISTRECESSEDRIM JOIST34'-8"37'-6"37'-6"28'-9 1/2"16'-1"6'-6" 4'-5"7'-8" 12'-1"26'-0"11'-6"11'-0"7 1/2"14'-4 1/2"7'-7"3'-5"8'-1 1/2"6'-3"8'-8 1/2"34'-8"29'-6"5'-0"12'-3"10'-7 1/2"5'-7 1/2"1'-0" 1'-6"4'-0"1'-0"2'-5 1/2"6'-9"2'-3 1/2"10'-11"17'-10 1/2"35'-6"38'-6"37'-8"28'-9 1/2"16'-1"6'-6" 4'-5"7'-8" 12'-1"26'-2"11'-6"11'-2"7 1/2"14'-4 1/2"7'-0"4'-2"7'-8 1/2"6'-8"8'-8 1/2"34'-8"29'-6"5'-0"6'-3"10'-7 1/2"5'-7 1/2"1'-0" 5'-0"14'-0"14'-9 1/2"2"2"10" 10"10"2'-9"2'-9"2" 2"2" 6'-0"SLOPE MIN.1/4" : 1'-0"SLOPE MIN.1/4" : 1'-0"SLOPE MIN.1/4" : 1'-0"SLOPE MIN.1/4" : 1'-0"TASSATCCCCAASSAA4.04.04.04.03" 7"3"7"4.021'-6"12"MIN23"MINS7S8S9S19UP6'-8"5'-5"9'-1"7'-0"UNIT 2.2 PLANVARIATIONSA5-27SCALE:11/4"=1'-0"UNIT 2.2HCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AUNIT PLAN KEYNOTESCOAT CLOSET : (S & P) SHELF AND POLE MOUNTED @ 70" AFF60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD.18" WIDE TOWEL BAR @ 40" A.F.F.1.ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS)U.N.O.2.ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERALDWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO3.EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH ENDWALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD.WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD.4.FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL5.PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS.6.MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS.7.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O.8.KITCHEN SINK TO HAVE REAR-SET GARBAGE DISPOSAL WITH AIR-GAP FOR DISHWASHER - SEE PLUMBING PLANSFOR FIXTURE SPECS.9.CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH.10.FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL11.NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS AREPERMITTED IN FIRE WALLS.12.CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NOGREATER THAN 5 POUNDS.13.ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES.14.VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION ANDINSTALLATION.15.VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES ANDCOMBUSTIBLE MATERIALS.16.RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING INFIRE-RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING.17.SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL.18.FOR NATURAL LIGHT AND VENTILATION CALCULATIONS, CASEMENT WINDOWS ARE ASSUMED TO PROVIDE 70%VISIBLE LIGHT AND 60% OPEN FOR VENTILATION, AND SLIDING WINDOWS ARE ASSUMED TO PROVIDE 75% VISIBLELIGHT AND 40% OPEN FOR VENTILATION, AND FRENCH DOORS ARE ASSUMED TO PROVIDE 50% VISIBLE LIGHT AND90% OPEN FOR VENTILATION.RECESSED ELECTRICAL SUB-PANEL, HIGHEST OPERABLE PART AT 48"MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MOREINFORMATION-AD-034AD-22FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNERLINEN SHELVES : 5 SHELVES EQUALLY SPACEDMINIMUM 30" WIDE WORK SURFACE WITH KNEE AND TOE CLEARANCES PER 6/AD-04.BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION-(S & P) - SINGLE SHELF AND POLE @ 70" AFF-(DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF-(SS) - SHELF STACK: 5 SHELVES EQUALLY SPACEDLINEN AT BATH: 3 SHELVES @ 40", 56" & 72"24" WIDE TOWEL BAR @ 40" A.F.F.MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH-A7-00-A7-30RECESSED LOW VOLTAGE SUB-PANEL - SEE ELECTRICAL DRAWINGS FORMORE INFORMATIONELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB-PANEL WHENOCCURS IN 2x4 FRAMED WALL.DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 2ITEMS 1 - 12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALLCOMPLY WITH OPTION 2 ITEMS 8 - 12.*LVELECFLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIPREQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A1.1XXXXUNIT PLAN NOTESUNIT PLAN LEGEND1.21.31.41.560"x30" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPEREDGLASS ENCLOSURE.2.13.13.23.33.43.5LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS.PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER &WASTE LINES.3.63.74.1TOILET PAPER HOLDER @ 19" A.F.F.RECESSED MEDICINE CABINETDOOR REFERENCEWINDOW REFERENCELOW WALL (SEE PLAN FOR HEIGHT)2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A UNITS, 2X4 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A UNITS, 2X6 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)1-1/2"x2-1/2" FURRED METAL STUD WALLF.M.C.FIXTURES & APPLIANCES4.24.34.44.5BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.2UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.318" WIDE BREADBOARDS HAVE BEEN PROVIDED IN LIEU OF THE 30" WIDE WORK SURFACE PER1134A.4 EXCEPTION.2.4FULL HEIGHT PANTRY CABINETDOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE &TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER16/AD-03. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLELEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATHREMOVABLE BASE CABINETS24" WIDE DISHWASHER30" WIDE SLIDE-IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TOVENT TO EXTERIORREFRIGERATORMIRRORACCESSORIESUNIT RCP NOTES6AD-2110AD-2110AD-211.REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIRREGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT.2.REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKEDETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE.3.CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES.6.APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFITINSTALLATION.10.PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC.11.ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICALCONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON-PAPER FACED.12.WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PERDETAIL13.WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAILPENDANT / HANGING LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREWALL MOUNTED LIGHTACCESS PANELDIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATIONCEILING FANJUNCTION BOXJRECESSED LIGHT FIXTURECEILING HEIGHTUNIT RCP PLAN LEGENDSOFFIT, SEE PLANS FOR CEILING HEIGHTGYPSUM BOARD LINED JOIST BAY9'-0"42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE.3.810AD-21SOFFIT ABOVE CABINETS (7'-8" CLR. A.F.F. U.N.O)A. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE GRAB BAR INSTALLATION AT TOILET,BATHTUB, AND SHOWER.B. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE FOLD DOWN GRAB BAR INSTALLATION AT TOILET.3.96,10AD-032.5OPEN SHELVES ABOVE SINK2.64" HIGH BACKSPLASH6,7,14,15AD-8414AD-8416AD-039AD-03ELECTRICAL CONVENIENCE OUTLET IN FACE OF BASE CABINET FILLER PANEL OR INPONY WALL, PENINSULA AT LOCATIONS SHOWN, REQUIRED TO ACHIEVE ACCESSIBLEREACH RANGES4.0ACONCRETE ON LEVEL 1. CONCRETE TOPPING OVER DEPRESSED FRAMING AT UPPER LEVELSA4.01PONY WALLGENERAL4.022-HR FIRE RATED EXTERIOR DECK/PATIO POST5AD-55.1S7S8S9HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRAS19CAST-IN-PLACECONCRETE STAIRSCALE:31/4"=1'-0"UNIT 2.2KSCALE:41/4"=1'-0"UNIT 2.2LSCALE:21/4"=1'-0"UNIT 2.2JAAAAAAAAAAAAAAAA06-21-23 ELECLVELECLVELECLVELECLV35'-6"37'-8"37'-8"28'-9 1/2"16'-1"6'-6" 4'-5"7'-8" 12'-1"26'-2"11'-6"11'-2"7 1/2"14'-4 1/2"7'-0"4'-2"7'-8 1/2"6'-8"8'-8 1/2"34'-8" 29'-6"5'-0" 6'-3"10'-7 1/2"5'-7 1/2"1'-0"14'-0"14'-9 1/2"2"2"10"10"10"6'-0" 35'-6"37'-8"37'-8"28'-9 1/2"16'-1" 4'-5"7'-8" 12'-1"26'-2"11'-2"7 1/2"14'-4 1/2"7'-0"4'-2"7'-8 1/2"6'-8"8'-8 1/2"34'-8" 29'-6"5'-0" 6'-3"10'-7 1/2"5'-7 1/2"1'-0"14'-0"14'-9 1/2"2"2"10"10"10"6'-0" 35'-8"37'-6"37'-6"28'-9 1/2"16'-1"7'-6" 4'-5"7'-8" 12'-1"26'-0"11'-6"11'-0"7 1/2"14'-4 1/2"6'-10"4'-2"7'-8 1/2"6'-8"8'-8 1/2"34'-8"29'-6"5'-0"12'-3"10'-7 1/2"5'-7 1/2"1'-0"8'-10"7"2'-1"5'-8"23'-1 1/2"2" 35'-8"37'-6"37'-6"28'-9 1/2"16'-1" 4'-5"7'-8" 12'-1"26'-0"11'-6"11'-0"7 1/2"14'-4 1/2"6'-10"4'-2"7'-8 1/2"6'-8"8'-8 1/2"34'-8"29'-6"5'-0"12'-3"10'-7 1/2"5'-7 1/2"1'-0" 6'-6"8'-10"2'-1"5'-8"23'-1 1/2"2"SLOPE MIN.1/4" : 1'-0"SLOPE MIN.1/4" : 1'-0"SLOPE MIN.1/4" : 1'-0"SLOPE MIN.1/4" : 1'-0"ATATTATAAAAAAAAA4.04.04.04.05"7"5"7"7"4 1/2" 5 1/2"5 1/2"4 1/2"5 1/2"5 1/2"4.024.024.024.027'-6" 6'-6" 4 1/2"11'-6"4 1/2"6'-6"UNIT 2.2 PLANVARIATIONSA5-28SCALE:11/4"=1'-0"UNIT 2.2MCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AUNIT PLAN KEYNOTESCOAT CLOSET : (S & P) SHELF AND POLE MOUNTED @ 70" AFF60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD.18" WIDE TOWEL BAR @ 40" A.F.F.1.ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS)U.N.O.2.ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERALDWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO3.EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH ENDWALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD.WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD.4.FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL5.PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS.6.MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS.7.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O.8.KITCHEN SINK TO HAVE REAR-SET GARBAGE DISPOSAL WITH AIR-GAP FOR DISHWASHER - SEE PLUMBING PLANSFOR FIXTURE SPECS.9.CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH.10.FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL11.NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS AREPERMITTED IN FIRE WALLS.12.CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NOGREATER THAN 5 POUNDS.13.ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES.14.VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION ANDINSTALLATION.15.VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES ANDCOMBUSTIBLE MATERIALS.16.RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING INFIRE-RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING.17.SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL.18.FOR NATURAL LIGHT AND VENTILATION CALCULATIONS, CASEMENT WINDOWS ARE ASSUMED TO PROVIDE 70%VISIBLE LIGHT AND 60% OPEN FOR VENTILATION, AND SLIDING WINDOWS ARE ASSUMED TO PROVIDE 75% VISIBLELIGHT AND 40% OPEN FOR VENTILATION, AND FRENCH DOORS ARE ASSUMED TO PROVIDE 50% VISIBLE LIGHT AND90% OPEN FOR VENTILATION.RECESSED ELECTRICAL SUB-PANEL, HIGHEST OPERABLE PART AT 48"MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MOREINFORMATION-AD-034AD-22FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNERLINEN SHELVES : 5 SHELVES EQUALLY SPACEDMINIMUM 30" WIDE WORK SURFACE WITH KNEE AND TOE CLEARANCES PER 6/AD-04.BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION-(S & P) - SINGLE SHELF AND POLE @ 70" AFF-(DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF-(SS) - SHELF STACK: 5 SHELVES EQUALLY SPACEDLINEN AT BATH: 3 SHELVES @ 40", 56" & 72"24" WIDE TOWEL BAR @ 40" A.F.F.MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH-A7-00-A7-30RECESSED LOW VOLTAGE SUB-PANEL - SEE ELECTRICAL DRAWINGS FORMORE INFORMATIONELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB-PANEL WHENOCCURS IN 2x4 FRAMED WALL.DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 2ITEMS 1 - 12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALLCOMPLY WITH OPTION 2 ITEMS 8 - 12.*LVELECFLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIPREQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A1.1XXXXUNIT PLAN NOTESUNIT PLAN LEGEND1.21.31.41.560"x30" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPEREDGLASS ENCLOSURE.2.13.13.23.33.43.5LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS.PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER &WASTE LINES.3.63.74.1TOILET PAPER HOLDER @ 19" A.F.F.RECESSED MEDICINE CABINETDOOR REFERENCEWINDOW REFERENCELOW WALL (SEE PLAN FOR HEIGHT)2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A UNITS, 2X4 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A UNITS, 2X6 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)1-1/2"x2-1/2" FURRED METAL STUD WALLF.M.C.FIXTURES & APPLIANCES4.24.34.44.5BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.2UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.318" WIDE BREADBOARDS HAVE BEEN PROVIDED IN LIEU OF THE 30" WIDE WORK SURFACE PER1134A.4 EXCEPTION.2.4FULL HEIGHT PANTRY CABINETDOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE &TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER16/AD-03. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLELEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATHREMOVABLE BASE CABINETS24" WIDE DISHWASHER30" WIDE SLIDE-IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TOVENT TO EXTERIORREFRIGERATORMIRRORACCESSORIESUNIT RCP NOTES6AD-2110AD-2110AD-211.REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIRREGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT.2.REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKEDETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE.3.CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES.6.APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFITINSTALLATION.10.PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC.11.ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICALCONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON-PAPER FACED.12.WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PERDETAIL13.WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAILPENDANT / HANGING LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREWALL MOUNTED LIGHTACCESS PANELDIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATIONCEILING FANJUNCTION BOXJRECESSED LIGHT FIXTURECEILING HEIGHTUNIT RCP PLAN LEGENDSOFFIT, SEE PLANS FOR CEILING HEIGHTGYPSUM BOARD LINED JOIST BAY9'-0"42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE.3.810AD-21SOFFIT ABOVE CABINETS (7'-8" CLR. A.F.F. U.N.O)A. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE GRAB BAR INSTALLATION AT TOILET,BATHTUB, AND SHOWER.B. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE FOLD DOWN GRAB BAR INSTALLATION AT TOILET.3.96,10AD-032.5OPEN SHELVES ABOVE SINK2.64" HIGH BACKSPLASH6,7,14,15AD-8414AD-8416AD-039AD-03ELECTRICAL CONVENIENCE OUTLET IN FACE OF BASE CABINET FILLER PANEL OR INPONY WALL, PENINSULA AT LOCATIONS SHOWN, REQUIRED TO ACHIEVE ACCESSIBLEREACH RANGES4.0ACONCRETE ON LEVEL 1. CONCRETE TOPPING OVER DEPRESSED FRAMING AT UPPER LEVELSA4.01PONY WALLGENERAL4.022-HR FIRE RATED EXTERIOR DECK/PATIO POST5AD-55.1S7S8S9HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRAS19CAST-IN-PLACECONCRETE STAIRSCALE:31/4"=1'-0"UNIT 2.2PSCALE:41/4"=1'-0"UNIT 2.2QSCALE:21/4"=1'-0"UNIT 2.2NAAAAAAAAAAAAAAAA06-21-23 LVELEC 25'-0"40'-6"25'-0"40'-6"U1aU6aU4aU3aU5aU4aU3aU8fFFFAJ3 1/2" 12'-2 1/2"9"10'-5 1/2"9 1/2"6'-9 1/2"3'-6 1/2"5'-2"4'-0"7'-6 1/2"1'-9 1/2"1'-1"7'-5"1'-9 1/2"1'-4 1/2"7'-4"6'-3 1/2"6'-5 1/2"3'-11" 3 1/2" VERIFY 1'-0"10'-7"10'-3"8'-4 1/2"11'-3 1/2"4'-10"6'-5 1/2"4'-2 1/4"4'-2 1/4"6'-2 1/2"4'-0 1/2"4'-5 1/2"6'-1 1/2"6'-4"4'-3"5'-1 1/2"5'-1 1/2"11'-4"6'-8 1/2"1'-7 1/2"U7a4'-8 1/2" 4'-8 1/2" 1'-0"3'-8"2'-4"1'-4"3'-8"2'-7 1/2"10'-4 1/2"BATHVINYL*MASTERBEDROOMCARPETBEDROOM 2CARPETLAUNDRYVINYLCLOSETVINYLCLOSETCARPETCLOSETCARPETMASTERBATHVINYLKITCHENVINYLLIVINGVINYLDININGVINYL3'-0" VERIFY2.42.12.23.73.44.34.23.51.21.23.54.24.31.54.43.33.13.21.5NAT. L IGHT ING & VENT. CALC .ROOM AREA : 241 SFAREA REQUIRED : LIGHT (8%) = 20 SFVENT. (4%) = 10 SFAREA PROVIDED: LIGHT = 36 .5 SFVENT. = 18 SF*REFER TO NOTE 18 FOR ADDIT IONAL INFONAT. L IGHT ING & VENT. CALC .ROOM AREA: 111 SFAREA REQUIRED : LIGHT (8%) = 9 SFVENT. (4%) = 4 .5 SFAREA PROVIDED: LIGHT = 14 SFVENT. = 12 SF*REFER TO NOTE 18 FOR ADDIT IONAL INFONAT. LIGHTING & VENT . CALC.ROOM AREA : 98 SFAREA REQU IRED : LIGHT (8%) = 8 SFVENT. (4%) = 4 SFAREA PROV IDED : LIGHT = 14 SFVENT. = 12 SF*REFER TO NOTE 18 FOR ADD ITIONAL INFO1.14.49 1/2"3.94.014.022.32.39'-0"9'-0"9'-0"8'-0"8'-0"8'-0"8'-0"8'-0"7'-8"7'-8"BATHABCD4.43.54.24.33.74.5KITCHEND3'-0"1'-6"3'-2"3.23.13.33.43.32.12.22.3MASTER BATHABCD1.24.43.54.52.41.23.9A3.9A3.9A1'-6"2'-7"2'-4 1/2"2'-9"2'-6"3'-0"1'-6"3'-6"2'-7"1'-10"5'-1 1/2"2'-6"5'-4 1/2"3'-8"3'-10"4'-8"3'-8"2'-4"9'-2 1/2"4'-6"6'-3 1/4"1'-0"54x44 48x48 1'-6"36x42 54x42 1'-6"36x421'-6"54x421'-6" 1'-6"1'-6"36x42 54x42 36x42 54x42 2.32.3MIN. 36" CLEAR MIN. 36"CLEAR18" CLR.MIN. 24"CLEAR2'-0"1'-10" 2'-0" 2'-0" MIN. 5'-0" CLEAR 36x4254x42UNIT 2.3 PLANS ANDINTERIOR ELEVATIONSA5-30SCALE:11/4"=1'-0"UNIT 2.3ACCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AUNIT PLAN KEYNOTESCOAT CLOSET : (S & P) SHELF AND POLE MOUNTED @ 70" AFF60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD.18" WIDE TOWEL BAR @ 40" A.F.F.1.ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS)U.N.O.2.ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERALDWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO3.EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH ENDWALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD.WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD.4.FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL5.PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS.6.MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS.7.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O.8.KITCHEN SINK TO HAVE REAR-SET GARBAGE DISPOSAL WITH AIR-GAP FOR DISHWASHER - SEE PLUMBING PLANSFOR FIXTURE SPECS.9.CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH.10.FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL11.NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS AREPERMITTED IN FIRE WALLS.12.CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NOGREATER THAN 5 POUNDS.13.ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES.14.VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION ANDINSTALLATION.15.VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES ANDCOMBUSTIBLE MATERIALS.16.RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING INFIRE-RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING.17.SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL.18.FOR NATURAL LIGHT AND VENTILATION CALCULATIONS, CASEMENT WINDOWS ARE ASSUMED TO PROVIDE 70%VISIBLE LIGHT AND 60% OPEN FOR VENTILATION, AND SLIDING WINDOWS ARE ASSUMED TO PROVIDE 75% VISIBLELIGHT AND 40% OPEN FOR VENTILATION, AND FRENCH DOORS ARE ASSUMED TO PROVIDE 50% VISIBLE LIGHT AND90% OPEN FOR VENTILATION.RECESSED ELECTRICAL SUB-PANEL, HIGHEST OPERABLE PART AT 48"MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MOREINFORMATION-AD-034AD-22FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNERLINEN SHELVES : 5 SHELVES EQUALLY SPACEDMINIMUM 30" WIDE WORK SURFACE WITH KNEE AND TOE CLEARANCES PER 6/AD-04.BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION-(S & P) - SINGLE SHELF AND POLE @ 70" AFF-(DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF-(SS) - SHELF STACK: 5 SHELVES EQUALLY SPACEDLINEN AT BATH: 3 SHELVES @ 40", 56" & 72"24" WIDE TOWEL BAR @ 40" A.F.F.MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH-A7-00-A7-30RECESSED LOW VOLTAGE SUB-PANEL - SEE ELECTRICAL DRAWINGS FORMORE INFORMATIONELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB-PANEL WHENOCCURS IN 2x4 FRAMED WALL.DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 2ITEMS 1 - 12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALLCOMPLY WITH OPTION 2 ITEMS 8 - 12.*LVELECFLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIPREQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A1.1XXXXUNIT PLAN NOTESUNIT PLAN LEGEND1.21.31.41.560"x30" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPEREDGLASS ENCLOSURE.2.13.13.23.33.43.5LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS.PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER &WASTE LINES.3.63.74.1TOILET PAPER HOLDER @ 19" A.F.F.RECESSED MEDICINE CABINETDOOR REFERENCEWINDOW REFERENCELOW WALL (SEE PLAN FOR HEIGHT)2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A UNITS, 2X4 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A UNITS, 2X6 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)1-1/2"x2-1/2" FURRED METAL STUD WALLF.M.C.FIXTURES & APPLIANCES4.24.34.44.5BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.2UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.318" WIDE BREADBOARDS HAVE BEEN PROVIDED IN LIEU OF THE 30" WIDE WORK SURFACE PER1134A.4 EXCEPTION.2.4FULL HEIGHT PANTRY CABINETDOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE &TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER16/AD-03. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLELEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATHREMOVABLE BASE CABINETS24" WIDE DISHWASHER30" WIDE SLIDE-IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TOVENT TO EXTERIORREFRIGERATORMIRRORACCESSORIESUNIT RCP NOTES6AD-2110AD-2110AD-211.REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIRREGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT.2.REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKEDETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE.3.CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES.6.APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFITINSTALLATION.10.PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC.11.ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICALCONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON-PAPER FACED.12.WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PERDETAIL13.WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAILPENDANT / HANGING LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREWALL MOUNTED LIGHTACCESS PANELDIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATIONCEILING FANJUNCTION BOXJRECESSED LIGHT FIXTURECEILING HEIGHTUNIT RCP PLAN LEGENDSOFFIT, SEE PLANS FOR CEILING HEIGHTGYPSUM BOARD LINED JOIST BAY9'-0"42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE.3.810AD-21SOFFIT ABOVE CABINETS (7'-8" CLR. A.F.F. U.N.O)A. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE GRAB BAR INSTALLATION AT TOILET,BATHTUB, AND SHOWER.B. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE FOLD DOWN GRAB BAR INSTALLATION AT TOILET.3.96,10AD-032.5OPEN SHELVES ABOVE SINK2.64" HIGH BACKSPLASH6,7,14,15AD-8414AD-8416AD-039AD-03ELECTRICAL CONVENIENCE OUTLET IN FACE OF BASE CABINET FILLER PANEL OR INPONY WALL, PENINSULA AT LOCATIONS SHOWN, REQUIRED TO ACHIEVE ACCESSIBLEREACH RANGES4.0ACONCRETE ON LEVEL 1. CONCRETE TOPPING OVER DEPRESSED FRAMING AT UPPER LEVELSA4.01PONY WALLGENERAL4.022-HR FIRE RATED EXTERIOR DECK/PATIO POST5AD-55.1S7S8S9HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRAS19CAST-IN-PLACECONCRETE STAIRSCALE:31/4"=1'-0"UNIT 2.3 REFLECTED CEILING PLANSCALE:41/4"=1'-0"UNIT 2.3 INTERIOR ELEVATIONSSCALE:21/4"=1'-0"UNIT 2.3 ACCESSIBILITY PLANAAAAAAAAAAAA06-21-23 U2aJU2aJ40'-6"3 1/2" 3 1/2"10'-7"10'-3"8'-4 1/2"11'-3 1/2"4'-8 1/2" 4'-8 1/2"2" 2"7 1/2"7 1/2"40'-6"3 1/2" 3 1/2"10'-7"10'-3"8'-4 1/2"11'-3 1/2"4'-8 1/2" 4'-8 1/2"2" 2"7 1/2"7 1/2"25'-0" 25'-0" 25'-0" 25'-0"TEMPTEMPNAT. L IGHT ING & VENT. CALC .ROOM AREA: 241 SFAREA REQUIRED: LIGHT (8%) = 20 SFVENT. (4%) = 10 SFAREA PROVIDED: LIGHT = 34.5 SFVENT. = 39 SF*REFER TO NOTE 18 FOR ADDIT IONAL INFO4.04.04.024.02UNIT 2.3 PLANVARIATIONSA5-31SCALE:11/4"=1'-0"UNIT 2.3BCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AUNIT PLAN KEYNOTESCOAT CLOSET : (S & P) SHELF AND POLE MOUNTED @ 70" AFF60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD.18" WIDE TOWEL BAR @ 40" A.F.F.1.ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS)U.N.O.2.ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERALDWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO3.EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH ENDWALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD.WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD.4.FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL5.PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS.6.MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS.7.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O.8.KITCHEN SINK TO HAVE REAR-SET GARBAGE DISPOSAL WITH AIR-GAP FOR DISHWASHER - SEE PLUMBING PLANSFOR FIXTURE SPECS.9.CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH.10.FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL11.NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS AREPERMITTED IN FIRE WALLS.12.CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NOGREATER THAN 5 POUNDS.13.ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES.14.VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION ANDINSTALLATION.15.VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES ANDCOMBUSTIBLE MATERIALS.16.RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING INFIRE-RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING.17.SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL.18.FOR NATURAL LIGHT AND VENTILATION CALCULATIONS, CASEMENT WINDOWS ARE ASSUMED TO PROVIDE 70%VISIBLE LIGHT AND 60% OPEN FOR VENTILATION, AND SLIDING WINDOWS ARE ASSUMED TO PROVIDE 75% VISIBLELIGHT AND 40% OPEN FOR VENTILATION, AND FRENCH DOORS ARE ASSUMED TO PROVIDE 50% VISIBLE LIGHT AND90% OPEN FOR VENTILATION.RECESSED ELECTRICAL SUB-PANEL, HIGHEST OPERABLE PART AT 48"MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MOREINFORMATION-AD-034AD-22FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNERLINEN SHELVES : 5 SHELVES EQUALLY SPACEDMINIMUM 30" WIDE WORK SURFACE WITH KNEE AND TOE CLEARANCES PER 6/AD-04.BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION-(S & P) - SINGLE SHELF AND POLE @ 70" AFF-(DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF-(SS) - SHELF STACK: 5 SHELVES EQUALLY SPACEDLINEN AT BATH: 3 SHELVES @ 40", 56" & 72"24" WIDE TOWEL BAR @ 40" A.F.F.MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH-A7-00-A7-30RECESSED LOW VOLTAGE SUB-PANEL - SEE ELECTRICAL DRAWINGS FORMORE INFORMATIONELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB-PANEL WHENOCCURS IN 2x4 FRAMED WALL.DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 2ITEMS 1 - 12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALLCOMPLY WITH OPTION 2 ITEMS 8 - 12.*LVELECFLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIPREQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A1.1XXXXUNIT PLAN NOTESUNIT PLAN LEGEND1.21.31.41.560"x30" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPEREDGLASS ENCLOSURE.2.13.13.23.33.43.5LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS.PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER &WASTE LINES.3.63.74.1TOILET PAPER HOLDER @ 19" A.F.F.RECESSED MEDICINE CABINETDOOR REFERENCEWINDOW REFERENCELOW WALL (SEE PLAN FOR HEIGHT)2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A UNITS, 2X4 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A UNITS, 2X6 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)1-1/2"x2-1/2" FURRED METAL STUD WALLF.M.C.FIXTURES & APPLIANCES4.24.34.44.5BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.2UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.318" WIDE BREADBOARDS HAVE BEEN PROVIDED IN LIEU OF THE 30" WIDE WORK SURFACE PER1134A.4 EXCEPTION.2.4FULL HEIGHT PANTRY CABINETDOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE &TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER16/AD-03. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLELEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATHREMOVABLE BASE CABINETS24" WIDE DISHWASHER30" WIDE SLIDE-IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TOVENT TO EXTERIORREFRIGERATORMIRRORACCESSORIESUNIT RCP NOTES6AD-2110AD-2110AD-211.REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIRREGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT.2.REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKEDETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE.3.CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES.6.APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFITINSTALLATION.10.PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC.11.ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICALCONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON-PAPER FACED.12.WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PERDETAIL13.WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAILPENDANT / HANGING LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREWALL MOUNTED LIGHTACCESS PANELDIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATIONCEILING FANJUNCTION BOXJRECESSED LIGHT FIXTURECEILING HEIGHTUNIT RCP PLAN LEGENDSOFFIT, SEE PLANS FOR CEILING HEIGHTGYPSUM BOARD LINED JOIST BAY9'-0"42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE.3.810AD-21SOFFIT ABOVE CABINETS (7'-8" CLR. A.F.F. U.N.O)A. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE GRAB BAR INSTALLATION AT TOILET,BATHTUB, AND SHOWER.B. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE FOLD DOWN GRAB BAR INSTALLATION AT TOILET.3.96,10AD-032.5OPEN SHELVES ABOVE SINK2.64" HIGH BACKSPLASH6,7,14,15AD-8414AD-8416AD-039AD-03ELECTRICAL CONVENIENCE OUTLET IN FACE OF BASE CABINET FILLER PANEL OR INPONY WALL, PENINSULA AT LOCATIONS SHOWN, REQUIRED TO ACHIEVE ACCESSIBLEREACH RANGES4.0ACONCRETE ON LEVEL 1. CONCRETE TOPPING OVER DEPRESSED FRAMING AT UPPER LEVELSA4.01PONY WALLGENERAL4.022-HR FIRE RATED EXTERIOR DECK/PATIO POST5AD-55.1S7S8S9HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRAS19CAST-IN-PLACECONCRETE STAIRSCALE:21/4"=1'-0"UNIT 2.3CSCALE:31/4"=1'-0"NOT USEDSCALE:41/4"=1'-0"NOT USEDSCALE:71/4"=1'-0"NOT USEDSCALE:81/4"=1'-0"NOT USEDSCALE:51/4"=1'-0"NOT USEDSCALE:61/4"=1'-0"NOT USEDAAAAAA06-21-23 LVELEC 36'-0"33'-0"36'-0"33'-0"U1aU6bU7bU3aU4aU8dU3aU8dU4aU2aQQUK5'-4"8'-0"22'-8" 5'-6"3'-5 1/2"3'-0 1/2"4'-8 1/2" 8'-6 1/2"6"23'-8"9'-4"4'-4"5'-0"5'-4" 2'-11 1/2"3'-4"7'-5"2'-3 1/2"7'-11"2'-8 1/2"6'-8"2"29'-2" 11'-4 1/2"2'-7"10'-8 1/2"3'-4"1'-2"14'-0"12'-0"7'-0"1'-2"1'-2"5'-7 1/2"8'-4 1/2"7'-0"5'-0"RECESSEDRIM JOISTRECESSEDRIM JOIST9'-0 1/2"4'-9 1/2"12'-2"10"5'-10 1/2"3'-2 1/2"3'-11"4'-8"1'-7"12'-11"2'-4"6'-1" 2"4'-11"2'-1 1/2"7 1/2"2'-4 1/2"1'-11 1/2"1'-3"6"3'-10 1/4"2'-3 1/4"5'-5 3/8"4'-0"1'-1 1/8"1'-9 1/4"5'-7 7/8"1'-1 1/8"4'-1 1/2"2'-3 1/2"3' - 2 1 / 2 " 2' - 9 1 / 2 " 3' - 8 1 / 4 " VERIFY 10" VERIFY 7 1/2"MASTERBATHVINYL*BATH 2VINYLLIVINGVINYLKITCHENVINYLCLOSETCARPETCLOSETCARPETCLOSETVINYLLAUNDRYVINYLMASTERBEDROOMCARPETBEDROOM 2CARPET3.23.12.12.23.42.43.31.14.24.31.53.54.34.23.53.71.5TEMPNAT. LIGHTING & VENT . CALC.ROOM AREA : 141 SFAREA REQU IRED : LIGHT (8%) = 12 SFVENT. (4%) = 6 SFAREA PROV IDED : LIGHT = 21 SFVENT. = 18 SF*REFER TO NOTE 18 FOR ADD ITIONAL INFO NAT. LIGHTING & VENT . CALC.ROOM AREA: 145 SFAREA REQUIRED: LIGHT (8%) = 12 SFVENT. (4%) = 6 SFAREA PROVIDED: LIGHT = 21 SFVENT. = 18 SF*REFER TO NOTE 18 FOR ADDIT IONAL INFONAT. L IGHT ING & VENT. CALC .ROOM AREA : 129 SFAREA REQUIRED: LIGHT (8%) = 11 SFVENT. (4%) = 5.5 SFAREA PROVIDED: LIGHT = 20 .5 SFVENT. = 18 SF*REFER TO NOTE 18 FOR ADD ITIONAL INFO 4.44.43.94.02.32.39'-0"9'-0"9'-0"8'-0"8'-0"8'-0"8'-0"8'-0"7'-8"8'-0"9'-0"7'-8"8'-0"1'-2"1'-2"4'-9"2'-0"8'-2"MASTER BATHABCD4.43.54.24.33.74.5KITCHEND3'-0"1'-6"3'-2"3.23.13.33.43.32.12.22.3BATH 2ABCD4.43.54.52.4C1'-6"2'-10 1/2"2'-7"2'-6"3'-6"1'-6"2'-7"2'-0 1/4"2'-9"3'-8"3'-8"2'-10"3'-8"1'-11"5'-10 1/4"6'-0"4'-0"3'-0"1'-0"54x44 48x48 1'-6"36x4254x4236x42 54x42 54x4236x421'-6"1'-6" 1'-6"1'-6"54x42 36x42 2.3MIN. 36"CLEARMIN. 36" CLEAR 18" CLR. MIN. 24" CLEAR2'-0"1'-10"2'-0"2.3UNIT 2.4 PLANS ANDINTERIOR ELEVATIONSA5-32SCALE:11/4"=1'-0"UNIT 2.4ACCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AUNIT PLAN KEYNOTESCOAT CLOSET : (S & P) SHELF AND POLE MOUNTED @ 70" AFF60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD.18" WIDE TOWEL BAR @ 40" A.F.F.1.ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS)U.N.O.2.ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERALDWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO3.EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH ENDWALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD.WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD.4.FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL5.PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS.6.MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS.7.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O.8.KITCHEN SINK TO HAVE REAR-SET GARBAGE DISPOSAL WITH AIR-GAP FOR DISHWASHER - SEE PLUMBING PLANSFOR FIXTURE SPECS.9.CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH.10.FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL11.NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS AREPERMITTED IN FIRE WALLS.12.CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NOGREATER THAN 5 POUNDS.13.ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES.14.VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION ANDINSTALLATION.15.VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES ANDCOMBUSTIBLE MATERIALS.16.RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING INFIRE-RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING.17.SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL.18.FOR NATURAL LIGHT AND VENTILATION CALCULATIONS, CASEMENT WINDOWS ARE ASSUMED TO PROVIDE 70%VISIBLE LIGHT AND 60% OPEN FOR VENTILATION, AND SLIDING WINDOWS ARE ASSUMED TO PROVIDE 75% VISIBLELIGHT AND 40% OPEN FOR VENTILATION, AND FRENCH DOORS ARE ASSUMED TO PROVIDE 50% VISIBLE LIGHT AND90% OPEN FOR VENTILATION.RECESSED ELECTRICAL SUB-PANEL, HIGHEST OPERABLE PART AT 48"MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MOREINFORMATION-AD-034AD-22FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNERLINEN SHELVES : 5 SHELVES EQUALLY SPACEDMINIMUM 30" WIDE WORK SURFACE WITH KNEE AND TOE CLEARANCES PER 6/AD-04.BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION-(S & P) - SINGLE SHELF AND POLE @ 70" AFF-(DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF-(SS) - SHELF STACK: 5 SHELVES EQUALLY SPACEDLINEN AT BATH: 3 SHELVES @ 40", 56" & 72"24" WIDE TOWEL BAR @ 40" A.F.F.MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH-A7-00-A7-30RECESSED LOW VOLTAGE SUB-PANEL - SEE ELECTRICAL DRAWINGS FORMORE INFORMATIONELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB-PANEL WHENOCCURS IN 2x4 FRAMED WALL.DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 2ITEMS 1 - 12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALLCOMPLY WITH OPTION 2 ITEMS 8 - 12.*LVELECFLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIPREQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A1.1XXXXUNIT PLAN NOTESUNIT PLAN LEGEND1.21.31.41.560"x30" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPEREDGLASS ENCLOSURE.2.13.13.23.33.43.5LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS.PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER &WASTE LINES.3.63.74.1TOILET PAPER HOLDER @ 19" A.F.F.RECESSED MEDICINE CABINETDOOR REFERENCEWINDOW REFERENCELOW WALL (SEE PLAN FOR HEIGHT)2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A UNITS, 2X4 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A UNITS, 2X6 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)1-1/2"x2-1/2" FURRED METAL STUD WALLF.M.C.FIXTURES & APPLIANCES4.24.34.44.5BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.2UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.318" WIDE BREADBOARDS HAVE BEEN PROVIDED IN LIEU OF THE 30" WIDE WORK SURFACE PER1134A.4 EXCEPTION.2.4FULL HEIGHT PANTRY CABINETDOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE &TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER16/AD-03. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLELEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATHREMOVABLE BASE CABINETS24" WIDE DISHWASHER30" WIDE SLIDE-IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TOVENT TO EXTERIORREFRIGERATORMIRRORACCESSORIESUNIT RCP NOTES6AD-2110AD-2110AD-211.REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIRREGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT.2.REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKEDETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE.3.CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES.6.APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFITINSTALLATION.10.PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC.11.ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICALCONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON-PAPER FACED.12.WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PERDETAIL13.WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAILPENDANT / HANGING LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREWALL MOUNTED LIGHTACCESS PANELDIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATIONCEILING FANJUNCTION BOXJRECESSED LIGHT FIXTURECEILING HEIGHTUNIT RCP PLAN LEGENDSOFFIT, SEE PLANS FOR CEILING HEIGHTGYPSUM BOARD LINED JOIST BAY9'-0"42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE.3.810AD-21SOFFIT ABOVE CABINETS (7'-8" CLR. A.F.F. U.N.O)A. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE GRAB BAR INSTALLATION AT TOILET,BATHTUB, AND SHOWER.B. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE FOLD DOWN GRAB BAR INSTALLATION AT TOILET.3.96,10AD-032.5OPEN SHELVES ABOVE SINK2.64" HIGH BACKSPLASH6,7,14,15AD-8414AD-8416AD-039AD-03ELECTRICAL CONVENIENCE OUTLET IN FACE OF BASE CABINET FILLER PANEL OR INPONY WALL, PENINSULA AT LOCATIONS SHOWN, REQUIRED TO ACHIEVE ACCESSIBLEREACH RANGES4.0ACONCRETE ON LEVEL 1. CONCRETE TOPPING OVER DEPRESSED FRAMING AT UPPER LEVELSA4.01PONY WALLGENERAL4.022-HR FIRE RATED EXTERIOR DECK/PATIO POST5AD-55.1S7S8S9HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRAS19CAST-IN-PLACECONCRETE STAIRSCALE:41/4"=1'-0"UNIT 2.4 REFLECTED CEILING PLANSCALE:51/4"=1'-0"UNIT 2.4 INTERIOR ELEVATIONSSCALE:31/4"=1'-0"UNIT 2.4 ACCESSIBILITY PLANSCALE:21/4"=1'-0"UNIT 2.4BAAAAAA06-21-23 LVELEC35'-0"46'-1"35'-0"46'-1"U1aU4aU7bU6bU3aU5aU2aU3aU5aU4aRJE32'-3"13'-10"3'-2 1/2"10'-7 1/2"6'-11"3'-6 1/2"5'-0"4'-1"8'-8"2'-0"1'-2 1/2"5'-0"30'-0" 13'-1"8'-8"7'-5"10" VARIES 14'-3 1/2"7'-5 1/2"5'-2 1/2"19'-1 1/2"2 7 ' - 0 1 / 2 "5'-6"13'-8"7'-10 1/2"3'-6"19'-1 1/2"12'-4 1/2" 1'-0"7'-5"3'-11 1/2"6'-10 1/2"7'-1 1/2"7'-2"3'-6 1/2"3'-11"VARIES 10"2'-2"9'-7"5'-8"2'-9"4'-1 3/8"4'-5"4'-0"2'-0"7" 2'-11"BATH 2VINYLLAUNDRYVINYLLIVINGVINYLKITCHENVINYLBEDROOM 2CARPETCLOSETVINYLCLOSETCARPETDECKSLOPE MIN.1/4" : 1'-0"2.43.23.13.33.43.74.31.23.51.54.21.41.12.12.28 1/2"4'-1 1/2"5'-9 1/2"1'-0"4'-1 1/2"9'-0"*MASTERBEDROOMCARPETCLOSETCARPETMASTERBATHVINYL4.31.24.23.51.51.49 1/2"12'-5 1/2"4'-0" 9'-9"10"3'-2 1/2"3'-8 1/2"4'-1"11'-10 1/2"TEMPNAT. LIGHTING & VENT. CALC.ROOM AREA: 150 SFAREA REQUIRED: LIGHT (8%) = 12 SFVENT. (4%) = 6 SFAREA PROVIDED: LIGHT = 24 SFVENT. = 30 SF*REFER TO NOTE 18 FOR ADDITIONAL INFONAT. LIGHTING & VENT. CALC.ROOM AREA: 140 SFAREA REQUIRED: LIGHT (8%) = 11.2 SFVENT. (4%) = 5.6 SFAREA PROVIDED: LIGHT = 12.6 SFVENT. = 9 SF*REFER TO NOTE 18 FOR ADDITIONAL INFONAT. LIGHTING & VENT. CALC.ROOM AREA: 171 SFAREA REQUIRED: LIGHT (8%) = 14 SFVENT. (4%) = 7 SFAREA PROVIDED: LIGHT = 22.5 SFVENT. = 12 SF*REFER TO NOTE 18 FOR ADDITIONAL INFO4.44.43.93.94.0SLOPE MIN.1/4" : 1'-0"S L O P E M I N . 1/ 4 " : 1 ' - 0 "SLOPE MIN.1/4" : 1'-0"2.32.39'-0"9'-0"9'-0"9'-0"8'-0"8'-0"8'-0"8'-0"8'-0"7'-8"8'-0"8'-0"8'-0"8'-0"1'-8"1'-2"1'-2"3'-5"1'-8"2'-0"1'-6"8'-3 1/2"2'-9" 2'-0"4'-4 1/2"4'-2 1/2"3'-8"3'-8"3'-8"2'-10"6'-0"6'-7"3'-0"5'-0"3'-0"5'-4"1'-6"2'-9"1'-8"1'-10 1/4"1'-0"54x44 48x48 1'-6"36x4254x4254x4236x4236x42 54x42 36x423 6 x 4 2 5 4 x 4 2 54x4236x4236x421'-6"1'-6"1'-6"1'-6"1'-6"1'-6" 1'-6"54x4254x42MIN. 36" CLEARMIN. 36"CLEAR18" CLR.MIN. 24"CLEAR2'-0"1'-10" 2'-0"2.32.3SLOPE MIN.1/4" : 1'-0"6"5'-6"FABATH 2ABCD4.43.54.24.33.74.5KITCHENB3'-0"1'-6"3'-2"3.23.13.33.43.32.12.2MASTER BATHABCD1.24.43.54.52.4C4.02.32.3UNIT 2.5 PLANS,VARIATION ANDINTERIOR ELEVATIONSA5-34SCALE:11/4"=1'-0"UNIT 2.5ACCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AUNIT PLAN KEYNOTESCOAT CLOSET : (S & P) SHELF AND POLE MOUNTED @ 70" AFF60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD.18" WIDE TOWEL BAR @ 40" A.F.F.1.ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS)U.N.O.2.ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERALDWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO3.EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH ENDWALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD.WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD.4.FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL5.PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS.6.MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS.7.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O.8.KITCHEN SINK TO HAVE REAR-SET GARBAGE DISPOSAL WITH AIR-GAP FOR DISHWASHER - SEE PLUMBING PLANSFOR FIXTURE SPECS.9.CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH.10.FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL11.NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS AREPERMITTED IN FIRE WALLS.12.CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NOGREATER THAN 5 POUNDS.13.ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES.14.VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION ANDINSTALLATION.15.VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES ANDCOMBUSTIBLE MATERIALS.16.RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING INFIRE-RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING.17.SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL.18.FOR NATURAL LIGHT AND VENTILATION CALCULATIONS, CASEMENT WINDOWS ARE ASSUMED TO PROVIDE 70%VISIBLE LIGHT AND 60% OPEN FOR VENTILATION, AND SLIDING WINDOWS ARE ASSUMED TO PROVIDE 75% VISIBLELIGHT AND 40% OPEN FOR VENTILATION, AND FRENCH DOORS ARE ASSUMED TO PROVIDE 50% VISIBLE LIGHT AND90% OPEN FOR VENTILATION.RECESSED ELECTRICAL SUB-PANEL, HIGHEST OPERABLE PART AT 48"MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MOREINFORMATION-AD-034AD-22FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNERLINEN SHELVES : 5 SHELVES EQUALLY SPACEDMINIMUM 30" WIDE WORK SURFACE WITH KNEE AND TOE CLEARANCES PER 6/AD-04.BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION-(S & P) - SINGLE SHELF AND POLE @ 70" AFF-(DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF-(SS) - SHELF STACK: 5 SHELVES EQUALLY SPACEDLINEN AT BATH: 3 SHELVES @ 40", 56" & 72"24" WIDE TOWEL BAR @ 40" A.F.F.MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH-A7-00-A7-30RECESSED LOW VOLTAGE SUB-PANEL - SEE ELECTRICAL DRAWINGS FORMORE INFORMATIONELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB-PANEL WHENOCCURS IN 2x4 FRAMED WALL.DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 2ITEMS 1 - 12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALLCOMPLY WITH OPTION 2 ITEMS 8 - 12.*LVELECFLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIPREQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A1.1XXXXUNIT PLAN NOTESUNIT PLAN LEGEND1.21.31.41.560"x30" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPEREDGLASS ENCLOSURE.2.13.13.23.33.43.5LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS.PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER &WASTE LINES.3.63.74.1TOILET PAPER HOLDER @ 19" A.F.F.RECESSED MEDICINE CABINETDOOR REFERENCEWINDOW REFERENCELOW WALL (SEE PLAN FOR HEIGHT)2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A UNITS, 2X4 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A UNITS, 2X6 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)1-1/2"x2-1/2" FURRED METAL STUD WALLF.M.C.FIXTURES & APPLIANCES4.24.34.44.5BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.2UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.318" WIDE BREADBOARDS HAVE BEEN PROVIDED IN LIEU OF THE 30" WIDE WORK SURFACE PER1134A.4 EXCEPTION.2.4FULL HEIGHT PANTRY CABINETDOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE &TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER16/AD-03. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLELEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATHREMOVABLE BASE CABINETS24" WIDE DISHWASHER30" WIDE SLIDE-IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TOVENT TO EXTERIORREFRIGERATORMIRRORACCESSORIESUNIT RCP NOTES6AD-2110AD-2110AD-211.REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIRREGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT.2.REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKEDETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE.3.CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES.6.APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFITINSTALLATION.10.PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC.11.ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICALCONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON-PAPER FACED.12.WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PERDETAIL13.WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAILPENDANT / HANGING LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREWALL MOUNTED LIGHTACCESS PANELDIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATIONCEILING FANJUNCTION BOXJRECESSED LIGHT FIXTURECEILING HEIGHTUNIT RCP PLAN LEGENDSOFFIT, SEE PLANS FOR CEILING HEIGHTGYPSUM BOARD LINED JOIST BAY9'-0"42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE.3.810AD-21SOFFIT ABOVE CABINETS (7'-8" CLR. A.F.F. U.N.O)A. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE GRAB BAR INSTALLATION AT TOILET,BATHTUB, AND SHOWER.B. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE FOLD DOWN GRAB BAR INSTALLATION AT TOILET.3.96,10AD-032.5OPEN SHELVES ABOVE SINK2.64" HIGH BACKSPLASH6,7,14,15AD-8414AD-8416AD-039AD-03ELECTRICAL CONVENIENCE OUTLET IN FACE OF BASE CABINET FILLER PANEL OR INPONY WALL, PENINSULA AT LOCATIONS SHOWN, REQUIRED TO ACHIEVE ACCESSIBLEREACH RANGES4.0ACONCRETE ON LEVEL 1. CONCRETE TOPPING OVER DEPRESSED FRAMING AT UPPER LEVELSA4.01PONY WALLGENERAL4.022-HR FIRE RATED EXTERIOR DECK/PATIO POST5AD-55.1S7S8S9HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRAS19CAST-IN-PLACECONCRETE STAIRSCALE:51/4"=1'-0"UNIT 2.5 REFLECTED CEILING PLANSCALE:31/4"=1'-0"UNIT 2.5 ACCESSIBILITY PLANSCALE:71/4"=1'-0"UNIT 2.5 INTERIOR ELEVATIONSSCALE:61/4"=1'-0"UNIT 2.5BAAAAAAAAAAAAA06-21-23 38'-4"34'-6"38'-4"LVELEC34'-6"U1aU4aU8aU3aU2aU3aU6bU4aU7aU8dAJKQ29'-6" 5'-1"7'-2"10'-4"5'-11"1'-0"28'-11 1/2"1'-1 1/2"9'-2 1/2"19'-5 1/4"15'-0 3/4" 5'-2 1/4"2'-4"11'-11" 5'-0"23'-3 1/4"15'-0 3/4"6'-0"5'-2"2"7'-3"10"6'-3"2'-3 1/2"6'-11"12'-6"11'-5 3/4"2 1 ' - 3 5 / 8 "5'-2 5/8"3'-5 1/2"4'-11 1/2"7'-8"3'-1"5"3'-0"8"3'-10"2'-3 1/2"2'-9"3'-9 1/2"3'-8"2'-2"10'-4"2'-2"3'-8"7'-5" 10"7 1/2"1'-0"10"7'-5"3'-11 1/2"9" 5'-4 1/2"6'-3"6'-9 1/2"3'-10"5 1/2"9 1/2"1'-9 1/2"4'-5 1/2"3'-1"4'-1"3'-10"4'-5 1/2"BATH 2VINYL*MASTERBATHVINYLKITCHENVINYLCLOSETVINYLCLOSETVINYLLIVINGVINYLDININGVINYLLAUNDRYVINYLBEDROOM 2CARPETMASTERBEDROOMCARPETCLOSETCARPET3.74.34.23.51.21.41.51.43.54.34.21.51.13.23.12.22.13.3TEMPTEMPNAT. LIGHTING & VENT . CALC .ROOM AREA : 225 SFAREA REQU IRED : LIGHT (8%) = 18 SFVENT. (4%) = 9 SFAREA PROV IDED : LIGHT = 43 SFVENT. = 30 SF*REFER TO NOTE 18 FOR ADD ITIONAL INFO NAT. LIGHTING & VENT . CALC .ROOM AREA : 124 SFAREA REQU IRED : LIGHT (8%) = 10 SFVENT. (4%) = 5 SFAREA PROV IDED : LIGHT = 12.6 SFVENT. = 9 SF*REFER TO NOTE 18 FOR ADD ITIONAL INFONAT. LIGHTING & VENT . CALC .ROOM AREA : 129 SFAREA REQU IRED : LIGHT (8%) = 11 SFVENT. (4%) = 5.5 SFAREA PROV IDED : LIGHT = 21 SFVENT. = 18 SF*REFER TO NOTE 18 FOR ADD ITIONAL INFO 4.44.46'-0 1/2"5'-10 1/2"3.42.41'-6" 9'-6"3.94.014.02.32.39'-0"9'-0"9'-0"8'-0"8'-0"8'-0"7'-8"8'-0"8'-0"8'-0"8'-0"1'-2"1'-2"2'-2"4'-11"1'-6"4'-6 1/4"1'-6"2'-7"1'-11"3'-0" 5'-8 1/2"5'-0"1'-10 3/4"2'-0"4'-2"1'-6"3'-6"2'-7"5'-5 1/4"3'-9"5'-0"9'-0"2'-0"4'-0"3'-0"3'-0"LVELEC1'-0"54x4448x481'-6"36x4254x421'-6"54x42 36x42 1'-6"36x4236x4254x421'-6"1'-6"54x42 BATH 2ABCD4.43.54.24.33.74.5KITCHENC3'-0"1'-6"3'-2"3.23.13.33.43.32.12.22.3MASTER BATHABCD1.24.43.54.52.4D2.3MIN. 36" CLEAR MIN. 36"CLEAR18" CLR.MIN. 24"CLEAR2'-0"2'-0" MIN. 5'-0" CLEAR 2'-0" 1'-10"2.32.32.3UNIT 2.6 PLANS ANDINTERIOR ELEVATIONSA5-35SCALE:11/4"=1'-0"UNIT 2.6ACCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AUNIT PLAN KEYNOTESCOAT CLOSET : (S & P) SHELF AND POLE MOUNTED @ 70" AFF60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD.18" WIDE TOWEL BAR @ 40" A.F.F.1.ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS)U.N.O.2.ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERALDWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO3.EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH ENDWALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD.WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD.4.FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL5.PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS.6.MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS.7.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O.8.KITCHEN SINK TO HAVE REAR-SET GARBAGE DISPOSAL WITH AIR-GAP FOR DISHWASHER - SEE PLUMBING PLANSFOR FIXTURE SPECS.9.CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH.10.FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL11.NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS AREPERMITTED IN FIRE WALLS.12.CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NOGREATER THAN 5 POUNDS.13.ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES.14.VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION ANDINSTALLATION.15.VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES ANDCOMBUSTIBLE MATERIALS.16.RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING INFIRE-RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING.17.SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL.18.FOR NATURAL LIGHT AND VENTILATION CALCULATIONS, CASEMENT WINDOWS ARE ASSUMED TO PROVIDE 70%VISIBLE LIGHT AND 60% OPEN FOR VENTILATION, AND SLIDING WINDOWS ARE ASSUMED TO PROVIDE 75% VISIBLELIGHT AND 40% OPEN FOR VENTILATION, AND FRENCH DOORS ARE ASSUMED TO PROVIDE 50% VISIBLE LIGHT AND90% OPEN FOR VENTILATION.RECESSED ELECTRICAL SUB-PANEL, HIGHEST OPERABLE PART AT 48"MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MOREINFORMATION-AD-034AD-22FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNERLINEN SHELVES : 5 SHELVES EQUALLY SPACEDMINIMUM 30" WIDE WORK SURFACE WITH KNEE AND TOE CLEARANCES PER 6/AD-04.BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION-(S & P) - SINGLE SHELF AND POLE @ 70" AFF-(DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF-(SS) - SHELF STACK: 5 SHELVES EQUALLY SPACEDLINEN AT BATH: 3 SHELVES @ 40", 56" & 72"24" WIDE TOWEL BAR @ 40" A.F.F.MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH-A7-00-A7-30RECESSED LOW VOLTAGE SUB-PANEL - SEE ELECTRICAL DRAWINGS FORMORE INFORMATIONELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB-PANEL WHENOCCURS IN 2x4 FRAMED WALL.DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 2ITEMS 1 - 12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALLCOMPLY WITH OPTION 2 ITEMS 8 - 12.*LVELECFLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIPREQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A1.1XXXXUNIT PLAN NOTESUNIT PLAN LEGEND1.21.31.41.560"x30" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPEREDGLASS ENCLOSURE.2.13.13.23.33.43.5LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS.PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER &WASTE LINES.3.63.74.1TOILET PAPER HOLDER @ 19" A.F.F.RECESSED MEDICINE CABINETDOOR REFERENCEWINDOW REFERENCELOW WALL (SEE PLAN FOR HEIGHT)2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A UNITS, 2X4 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A UNITS, 2X6 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)1-1/2"x2-1/2" FURRED METAL STUD WALLF.M.C.FIXTURES & APPLIANCES4.24.34.44.5BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.2UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.318" WIDE BREADBOARDS HAVE BEEN PROVIDED IN LIEU OF THE 30" WIDE WORK SURFACE PER1134A.4 EXCEPTION.2.4FULL HEIGHT PANTRY CABINETDOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE &TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER16/AD-03. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLELEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATHREMOVABLE BASE CABINETS24" WIDE DISHWASHER30" WIDE SLIDE-IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TOVENT TO EXTERIORREFRIGERATORMIRRORACCESSORIESUNIT RCP NOTES6AD-2110AD-2110AD-211.REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIRREGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT.2.REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKEDETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE.3.CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES.6.APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFITINSTALLATION.10.PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC.11.ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICALCONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON-PAPER FACED.12.WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PERDETAIL13.WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAILPENDANT / HANGING LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREWALL MOUNTED LIGHTACCESS PANELDIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATIONCEILING FANJUNCTION BOXJRECESSED LIGHT FIXTURECEILING HEIGHTUNIT RCP PLAN LEGENDSOFFIT, SEE PLANS FOR CEILING HEIGHTGYPSUM BOARD LINED JOIST BAY9'-0"42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE.3.810AD-21SOFFIT ABOVE CABINETS (7'-8" CLR. A.F.F. U.N.O)A. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE GRAB BAR INSTALLATION AT TOILET,BATHTUB, AND SHOWER.B. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE FOLD DOWN GRAB BAR INSTALLATION AT TOILET.3.96,10AD-032.5OPEN SHELVES ABOVE SINK2.64" HIGH BACKSPLASH6,7,14,15AD-8414AD-8416AD-039AD-03ELECTRICAL CONVENIENCE OUTLET IN FACE OF BASE CABINET FILLER PANEL OR INPONY WALL, PENINSULA AT LOCATIONS SHOWN, REQUIRED TO ACHIEVE ACCESSIBLEREACH RANGES4.0ACONCRETE ON LEVEL 1. CONCRETE TOPPING OVER DEPRESSED FRAMING AT UPPER LEVELSA4.01PONY WALLGENERAL4.022-HR FIRE RATED EXTERIOR DECK/PATIO POST5AD-55.1S7S8S9HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRAS19CAST-IN-PLACECONCRETE STAIRSCALE:31/4"=1'-0"UNIT 2.6 REFLECTED CEILING PLANSCALE:21/4"=1'-0"UNIT 2.6 ACCESSIBILITY PLANSCALE:41/4"=1'-0"UNIT 2.6 INTERIOR ELEVATIONSAAAAAAAAAAA06-21-23 LVELEC 25'-0"43'-0"25'-0"43'-0"U1aU7aU3aU8eU3aU8fU8fU3aU4aU4aU6aU2aAFFJ17'-7"6'-9"18'-8"3'-2"7'-1"6'-7 1/2"1'-9 1/2"1'-4 1/2"5'-4 1/2"4'-1 1/2"12'-8"9 1/2"1'-0"7'-4"3'-8"2'-7 1/2"10'-4 1/2" 1'-6" 1'-6"3'-10" 3'-10"9'-5"4"9'-9"9'-9"13'-9"4'-10 81/256"4'-5 175/256"4'-5"5'-2 1/2"4'-6 1/2"3'-11 1/2"5'-9 1/2"4'-0 1/2"5'-4 1/2"19'-3"4'-0"1'-9" 5'-7"5'-2"3'-6 1/2"4'-1 1/2"10"2'-11 1/2"10'-2 1/2"3'-10"7"5'-0"7"5'-0"3'-4 1/2"1'-4"10'-10 1/2"4 1/2"7"4'-2"5'-4"7"7" 7"7"7"10'-4 1/2"2'-7 1/2"3'-3"2'-2"10" VERIFYVERIFY VERIFY 1'-0"7'-4"3'-8"2'-7 1/2" 1'-0"7'-4"3'-8"2'-7 1/2" SLOPE MIN. 1/4" : 1'-0" SLOPE MIN. 1/4" : 1'-0" SLOPE MIN. 1/4" : 1'-0"*BATH 1VINYLBATH 2VINYLCLOSETCARPETCLOSETCARPETCLOSETCARPETLAUNDRYVINYLCLOSETVINYLDECKKITCHENVINYLLIVINGVINYLBEDROOM 1CARPETBEDROOM 2CARPETBEDROOM 2CARPET1.23.54.24.33.74.34.21.23.51.13.23.13.32.12.23.42.41.51.51.59 1/2"43'-0"9'-5"4"9'-9"9'-9"13'-9"1'-4"10'-10 1/2"4 1/2"7"7"1'-6" 1'-6"3'-10" 3'-10" 7" 7"43'-0"9'-5"4"9'-9"9'-9"13'-9"1'-4"10'-10 1/2"4 1/2"7"7"1'-6" 1'-6"3'-10" 4'-5" 7" 7"TEMPNAT. L IGHT ING & VENT. CALC .ROOM AREA : 131 SFAREA REQUIRED: LIGHT (8%) = 11 SFVENT. (4%) = 5.5 SFAREA PROVIDED: LIGHT = 43 SFVENT. = 39 SF*REFER TO NOTE 18 FOR ADDIT IONAL INFOANAT. L IGHT ING & VENT. CALC .ROOM AREA : 94 SFAREA REQUIRED: LIGHT (8%) = 8 SFVENT. (4%) = 4 SFAREA PROVIDED: LIGHT = 14 SFVENT. = 12 SF*REFER TO NOTE 18 FOR ADDIT IONAL INFONAT. L IGHT ING & VENT. CALC .ROOM AREA: 106 SFAREA REQUIRED: LIGHT (8%) = 9 SFVENT. (4%) = 4 .5 SFAREA PROVIDED: LIGHT = 14 SFVENT. = 12 SF*REFER TO NOTE 18 FOR ADDIT IONAL INFONAT. LIGHTING & VENT . CALC.ROOM AREA : 106 SFAREA REQU IRED : LIGHT (8%) = 9 SFVENT. (4%) = 4.5 SFAREA PROV IDED : LIGHT = 22 .5 SFVENT. = 12 SF*REFER TO NOTE 18 FOR ADD ITIONAL INFO4.42.32.33.93.94.04.04.04.024.024.02UNIT B107: 10'-0"UPPER FLOORS: 9'-0"UNIT B107: 10'-0"UPPER FLOORS: 9'-0"UNIT B107: 10'-0"UPPER FLOORS: 9'-0"UNIT B107: 10'-0"UPPER FLOORS: 9'-0"2'-0"5'-3"UNIT B107: 9'-0"UPPER FLOORS: 8'-0"UNIT B107: 9'-0"UPPER FLOORS: 8'-0"UNIT B107: 9'-0"UPPER FLOORS: 8'-0"UNIT B107: 8'-6"UPPER FLOORS: 7'-6"BATH 1ABCD3.54.24.33.74.5KITCHENC3'-0"1'-6"3'-2"3.23.13.33.43.32.12.22.3BATH 2ABCD1.24.43.54.52.4D1'-6"5'-0"2'-7"2'-8 1/2"4'-11 1/2"2'-8 1/2"4'-11 1/2"4'-8 1/2"4'-11 1/2"4'-0"8'-0"1'-10"1'-6"5'-0"2'-7"2'-6 1/2"3'-0 3/4"3'-8"3'-8"1'-10"1'-5 1/2"2'-6"2'-1 3/8"6'-4"5'-1 1/2"2'-0"1'-0"54x4448x481'-6"36x4254x42 1'-6"1'-6"1'-6"1'-6"1'-6"1'-6"36x42 54x42 54x42 36x42 54x42 36x4236x42 54x42 36x42 54x42 MIN. 36" CLEAR MIN. 36"CLEAR18" CLR.MIN. 24"CLEAR2'-0"2'-0" 1'-10"2.32.3UNIT 3.1 PLANS ANDINTERIOR ELEVATIONSA5-36SCALE:11/4"=1'-0"UNIT 3.1ACCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AUNIT PLAN KEYNOTESCOAT CLOSET : (S & P) SHELF AND POLE MOUNTED @ 70" AFF60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD.18" WIDE TOWEL BAR @ 40" A.F.F.1.ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS)U.N.O.2.ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERALDWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO3.EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH ENDWALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD.WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD.4.FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL5.PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS.6.MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS.7.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O.8.KITCHEN SINK TO HAVE REAR-SET GARBAGE DISPOSAL WITH AIR-GAP FOR DISHWASHER - SEE PLUMBING PLANSFOR FIXTURE SPECS.9.CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH.10.FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL11.NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS AREPERMITTED IN FIRE WALLS.12.CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NOGREATER THAN 5 POUNDS.13.ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES.14.VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION ANDINSTALLATION.15.VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES ANDCOMBUSTIBLE MATERIALS.16.RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING INFIRE-RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING.17.SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL.18.FOR NATURAL LIGHT AND VENTILATION CALCULATIONS, CASEMENT WINDOWS ARE ASSUMED TO PROVIDE 70%VISIBLE LIGHT AND 60% OPEN FOR VENTILATION, AND SLIDING WINDOWS ARE ASSUMED TO PROVIDE 75% VISIBLELIGHT AND 40% OPEN FOR VENTILATION, AND FRENCH DOORS ARE ASSUMED TO PROVIDE 50% VISIBLE LIGHT AND90% OPEN FOR VENTILATION.RECESSED ELECTRICAL SUB-PANEL, HIGHEST OPERABLE PART AT 48"MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MOREINFORMATION-AD-034AD-22FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNERLINEN SHELVES : 5 SHELVES EQUALLY SPACEDMINIMUM 30" WIDE WORK SURFACE WITH KNEE AND TOE CLEARANCES PER 6/AD-04.BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION-(S & P) - SINGLE SHELF AND POLE @ 70" AFF-(DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF-(SS) - SHELF STACK: 5 SHELVES EQUALLY SPACEDLINEN AT BATH: 3 SHELVES @ 40", 56" & 72"24" WIDE TOWEL BAR @ 40" A.F.F.MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH-A7-00-A7-30RECESSED LOW VOLTAGE SUB-PANEL - SEE ELECTRICAL DRAWINGS FORMORE INFORMATIONELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB-PANEL WHENOCCURS IN 2x4 FRAMED WALL.DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 2ITEMS 1 - 12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALLCOMPLY WITH OPTION 2 ITEMS 8 - 12.*LVELECFLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIPREQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A1.1XXXXUNIT PLAN NOTESUNIT PLAN LEGEND1.21.31.41.560"x30" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPEREDGLASS ENCLOSURE.2.13.13.23.33.43.5LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS.PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER &WASTE LINES.3.63.74.1TOILET PAPER HOLDER @ 19" A.F.F.RECESSED MEDICINE CABINETDOOR REFERENCEWINDOW REFERENCELOW WALL (SEE PLAN FOR HEIGHT)2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A UNITS, 2X4 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A UNITS, 2X6 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)1-1/2"x2-1/2" FURRED METAL STUD WALLF.M.C.FIXTURES & APPLIANCES4.24.34.44.5BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.2UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.318" WIDE BREADBOARDS HAVE BEEN PROVIDED IN LIEU OF THE 30" WIDE WORK SURFACE PER1134A.4 EXCEPTION.2.4FULL HEIGHT PANTRY CABINETDOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE &TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER16/AD-03. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLELEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATHREMOVABLE BASE CABINETS24" WIDE DISHWASHER30" WIDE SLIDE-IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TOVENT TO EXTERIORREFRIGERATORMIRRORACCESSORIESUNIT RCP NOTES6AD-2110AD-2110AD-211.REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIRREGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT.2.REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKEDETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE.3.CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES.6.APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFITINSTALLATION.10.PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC.11.ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICALCONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON-PAPER FACED.12.WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PERDETAIL13.WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAILPENDANT / HANGING LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREWALL MOUNTED LIGHTACCESS PANELDIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATIONCEILING FANJUNCTION BOXJRECESSED LIGHT FIXTURECEILING HEIGHTUNIT RCP PLAN LEGENDSOFFIT, SEE PLANS FOR CEILING HEIGHTGYPSUM BOARD LINED JOIST BAY9'-0"42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE.3.810AD-21SOFFIT ABOVE CABINETS (7'-8" CLR. A.F.F. U.N.O)A. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE GRAB BAR INSTALLATION AT TOILET,BATHTUB, AND SHOWER.B. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE FOLD DOWN GRAB BAR INSTALLATION AT TOILET.3.96,10AD-032.5OPEN SHELVES ABOVE SINK2.64" HIGH BACKSPLASH6,7,14,15AD-8414AD-8416AD-039AD-03ELECTRICAL CONVENIENCE OUTLET IN FACE OF BASE CABINET FILLER PANEL OR INPONY WALL, PENINSULA AT LOCATIONS SHOWN, REQUIRED TO ACHIEVE ACCESSIBLEREACH RANGES4.0ACONCRETE ON LEVEL 1. CONCRETE TOPPING OVER DEPRESSED FRAMING AT UPPER LEVELSA4.01PONY WALLGENERAL4.022-HR FIRE RATED EXTERIOR DECK/PATIO POST5AD-55.1S7S8S9HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRAS19CAST-IN-PLACECONCRETE STAIRSCALE:51/4"=1'-0"UNIT 3.1 REFLECTED CEILING PLANSCALE:61/4"=1'-0"UNIT 3.1 INTERIOR ELEVATIONSSCALE:41/4"=1'-0"UNIT 3.1 ACCESSIBILITY PLANSCALE:21/4"=1'-0"UNIT 3.1BSCALE:31/4"=1'-0"UNIT 3.1CAAAAAAAAAAAAAAAAAAA06-21-23 LVELEC25'-0"43'-0 1/2"25'-0"43'-0 1/2"U1aU4aU3aU5aU8fU3aU3aU8fU6aU4aHNLNHH1'-0"3'-4"7'-0 1/2"9'-8"11'-11"8"7'-0 1/2"3'-4 1/2"1'-0"7'-4"3'-8"2'-7 1/2"10'-4 1/2" VERIFY 10'-5"10'-7"11'-8"10'-4 1/2"6'-4 1/2"4'-0"2'-6 1/2"3'-5 3/4"3'-5 1/4"2'-2 1/2"6'-4"4'-3"2'-11"7'-6"10'-4"6'-4"8'-4" 1'-0" VERIFY U2AU2AU2B3'-6"7 1/2"5'-3 1/2"5'-5 1/2"4'-5 1/2"8"11'-8"3'-10 1/2"3'-4"10'-4 1/2" 3'-8"8'-4" 1'-0"3'-6"3'-3"7"3'-8"2'-7 1/2" 1'-0"6'-8"8"3'-2"BATH 2VINYL*MASTERBATHVINYLLAUNDRYVINYL1'-0"CLOSETCARPETCLOSETCARPETCLOSETCARPETLIVINGVINYLKITCHENVINYLDININGVINYLMASTERBEDROOMCARPETBEDROOM 2CARPETBEDROOM 3CARPET42'-10 1/2"10'-3"10'-7"11'-8"10'-4 1/2"2'-11"7'-4"2'-6 1/2"3'-5 3/4"3'-5 1/4"2'-2 1/2"3.54.24.32.43.23.13.32.12.22.43.43.74.34.21.23.51.51.51.52'-7 1/2"NAT. LIGHTING & VENT . CALC.ROOM AREA : 98 SFAREA REQU IRED : LIGHT (8%) = 8 SFVENT. (4%) = 4 SFAREA PROV IDED : LIGHT = 14 SFVENT. = 12 SF*REFER TO NOTE 18 FOR ADD ITIONAL INFO 1'-0"NAT. L IGHT ING & VENT. CALC .ROOM AREA: 183 SFAREA REQUIRED : LIGHT (8%) = 15 SFVENT. (4%) = 7 .5 SFAREA PROVIDED: LIGHT = 31 .5 SFVENT. = 18 SF*REFER TO NOTE 18 FOR ADDIT IONAL INFONAT. L IGHT ING & VENT. CALC .ROOM AREA : 109 SFAREA REQUIRED : LIGHT (8%) = 9 SFVENT. (4%) = 4.5 SFAREA PROVIDED: LIGHT = 14 SFVENT. = 12 SF*REFER TO NOTE 18 FOR ADD ITIONAL INFO NAT. LIGHTING & VENT . CALC.ROOM AREA: 110 SFAREA REQU IRED : LIGHT (8%) = 9 SFVENT. (4%) = 4 .5 SFAREA PROV IDED : LIGHT = 14 SFVENT. = 12 SF*REFER TO NOTE 18 FOR ADD ITIONAL INFO4.44.42.32.343'-0 1/2"3'-4"7'-0 1/2"9'-8"11'-11"8"7'-0 1/2"3'-4 1/2"U1b3.93.94.014.0AT COLUMN CAPS, PROVIDE 1/2" HATCHANNELS TO ATTACH GYP. BD. FIRESPRINKLERS SHALL NOT BE ROUTEDUNDER COLUMN CAPS AT 2ND LEVEL1ST FLOOR: 9'-0"2ND FLOOR: 8'-4 7/8"1ST FLOOR: 9'-0"2ND FLOOR: 8'-4 7/8"1ST FLOOR: 9'-0"2ND FLOOR: 8'-4 7/8"1ST FLOOR: 9'-0"2ND FLOOR: 8'-4 7/8"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"1ST FLOOR: 7'-6"2ND FLOOR: 7'-0"8'-0" SOFFIT AT2ND FLOOR ONLY2'-0"BATH 2ABCD4.43.54.24.33.74.5KITCHEND3'-0"1'-6"3'-2"3.23.13.33.43.32.12.22.3MASTER BATHABCD1.24.43.54.52.4CBD2.42.42.41'-6"5'-0"2'-9" 1'-10"4'-0 3/4"2'-11 1/2"4'-11"4'-11 1/2"4'-11"5'-8"6'-3"4'-11"4'-11"2'-10"3'-0"5'-0"1'-6"2'-9"10"4'-0"4'-0"4'-0"3'-8"3'-0"1'-4"1'-0"54x44 48x48 1'-6"36x4254x421'-6" 1'-6"36x421'-6"54x42 36x42 54x42 36x42 1'-6"1'-6"1'-6"54x42 54x42 36x42 36x42 MIN. 36" CLEAR MIN. 36"CLEAR18" CLR.MIN. 24"CLEAR2'-0"2'-0" 2'-0"MIN. 5'-0" CLEAR1'-10"54x422.32.3UNIT 3.2 PLANS ANDINTERIOR ELEVATIONSA5-37SCALE:11/4"=1'-0"UNIT 3.2A (TYPE IA)CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AUNIT PLAN KEYNOTESCOAT CLOSET : (S & P) SHELF AND POLE MOUNTED @ 70" AFF60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD.18" WIDE TOWEL BAR @ 40" A.F.F.1.ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS)U.N.O.2.ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERALDWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO3.EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH ENDWALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD.WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD.4.FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL5.PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS.6.MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS.7.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O.8.KITCHEN SINK TO HAVE REAR-SET GARBAGE DISPOSAL WITH AIR-GAP FOR DISHWASHER - SEE PLUMBING PLANSFOR FIXTURE SPECS.9.CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH.10.FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL11.NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS AREPERMITTED IN FIRE WALLS.12.CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NOGREATER THAN 5 POUNDS.13.ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES.14.VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION ANDINSTALLATION.15.VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES ANDCOMBUSTIBLE MATERIALS.16.RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING INFIRE-RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING.17.SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL.18.FOR NATURAL LIGHT AND VENTILATION CALCULATIONS, CASEMENT WINDOWS ARE ASSUMED TO PROVIDE 70%VISIBLE LIGHT AND 60% OPEN FOR VENTILATION, AND SLIDING WINDOWS ARE ASSUMED TO PROVIDE 75% VISIBLELIGHT AND 40% OPEN FOR VENTILATION, AND FRENCH DOORS ARE ASSUMED TO PROVIDE 50% VISIBLE LIGHT AND90% OPEN FOR VENTILATION.RECESSED ELECTRICAL SUB-PANEL, HIGHEST OPERABLE PART AT 48"MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MOREINFORMATION-AD-034AD-22FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNERLINEN SHELVES : 5 SHELVES EQUALLY SPACEDMINIMUM 30" WIDE WORK SURFACE WITH KNEE AND TOE CLEARANCES PER 6/AD-04.BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION-(S & P) - SINGLE SHELF AND POLE @ 70" AFF-(DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF-(SS) - SHELF STACK: 5 SHELVES EQUALLY SPACEDLINEN AT BATH: 3 SHELVES @ 40", 56" & 72"24" WIDE TOWEL BAR @ 40" A.F.F.MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH-A7-00-A7-30RECESSED LOW VOLTAGE SUB-PANEL - SEE ELECTRICAL DRAWINGS FORMORE INFORMATIONELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB-PANEL WHENOCCURS IN 2x4 FRAMED WALL.DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 2ITEMS 1 - 12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALLCOMPLY WITH OPTION 2 ITEMS 8 - 12.*LVELECFLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIPREQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A1.1XXXXUNIT PLAN NOTESUNIT PLAN LEGEND1.21.31.41.560"x30" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPEREDGLASS ENCLOSURE.2.13.13.23.33.43.5LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS.PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER &WASTE LINES.3.63.74.1TOILET PAPER HOLDER @ 19" A.F.F.RECESSED MEDICINE CABINETDOOR REFERENCEWINDOW REFERENCELOW WALL (SEE PLAN FOR HEIGHT)2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A UNITS, 2X4 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A UNITS, 2X6 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)1-1/2"x2-1/2" FURRED METAL STUD WALLF.M.C.FIXTURES & APPLIANCES4.24.34.44.5BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.2UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.318" WIDE BREADBOARDS HAVE BEEN PROVIDED IN LIEU OF THE 30" WIDE WORK SURFACE PER1134A.4 EXCEPTION.2.4FULL HEIGHT PANTRY CABINETDOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE &TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER16/AD-03. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLELEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATHREMOVABLE BASE CABINETS24" WIDE DISHWASHER30" WIDE SLIDE-IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TOVENT TO EXTERIORREFRIGERATORMIRRORACCESSORIESUNIT RCP NOTES6AD-2110AD-2110AD-211.REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIRREGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT.2.REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKEDETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE.3.CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES.6.APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFITINSTALLATION.10.PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC.11.ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICALCONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON-PAPER FACED.12.WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PERDETAIL13.WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAILPENDANT / HANGING LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREWALL MOUNTED LIGHTACCESS PANELDIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATIONCEILING FANJUNCTION BOXJRECESSED LIGHT FIXTURECEILING HEIGHTUNIT RCP PLAN LEGENDSOFFIT, SEE PLANS FOR CEILING HEIGHTGYPSUM BOARD LINED JOIST BAY9'-0"42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE.3.810AD-21SOFFIT ABOVE CABINETS (7'-8" CLR. A.F.F. U.N.O)A. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE GRAB BAR INSTALLATION AT TOILET,BATHTUB, AND SHOWER.B. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE FOLD DOWN GRAB BAR INSTALLATION AT TOILET.3.96,10AD-032.5OPEN SHELVES ABOVE SINK2.64" HIGH BACKSPLASH6,7,14,15AD-8414AD-8416AD-039AD-03ELECTRICAL CONVENIENCE OUTLET IN FACE OF BASE CABINET FILLER PANEL OR INPONY WALL, PENINSULA AT LOCATIONS SHOWN, REQUIRED TO ACHIEVE ACCESSIBLEREACH RANGES4.0ACONCRETE ON LEVEL 1. CONCRETE TOPPING OVER DEPRESSED FRAMING AT UPPER LEVELSA4.01PONY WALLGENERAL4.022-HR FIRE RATED EXTERIOR DECK/PATIO POST5AD-55.1S7S8S9HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRAS19CAST-IN-PLACECONCRETE STAIRSCALE:41/4"=1'-0"UNIT 3.2 REFLECTED CEILING PLANSCALE:51/4"=1'-0"UNIT 3.2 INTERIOR ELEVATIONSSCALE:31/4"=1'-0"UNIT 3.2 ACCESSIBILITY PLANSCALE:21/4"=1'-0"UNIT 3.2B (TYPE IA)AAAAAAAAAAA06-21-23 LVELEC42'-10 1/2"42'-10 1/2"25'-0" 25'-0"FAF2"3'-2"7'-1"3 1/2"9'-4"11'-11 1/2"7 1/2"7'-1"2'-1"1'-0"7'-4"3'-8"2'-7 1/2"10'-4 1/2" 3 1/2" VERIFY 10'-3"10'-7"11'-7 1/2"10'-5"5'-6"4'-11"1'-9 1/2"3'-4 1/2"3'-4 1/2"1'-5 1/2"5'-3"5'-4"3'-10"6'-5"3 1/2" 9'-8"8 1/2"6'-3 1/2"8'-4" VERIFY 3'-2"3'-11"11'-7 1/2"4'-6 1/2"5'-5 1/2"5'-4 1/2"3'-3 1/2"7"7"3'-2"2"1'-0"6'-9" 1'-0" 3'-6" 3'-3"7"3'-8"2'-7 1/2"1'-0"1'-1"7" 10'-0 1/2" 3'-8"8'-4"2'-7 1/2"NAT. L IGHT ING & VENT. CALC .ROOM AREA : 98 SFAREA REQUIRED: LIGHT (8%) = 8 SFVENT. (4%) = 4 SFAREA PROVIDED: LIGHT = 14 SFVENT. = 12 SF*REFER TO NOTE 18 FOR ADDIT IONAL INFONAT. LIGHTING & VENT . CALC.ROOM AREA : 183 SFAREA REQU IRED : LIGHT (8%) = 15 SFVENT. (4%) = 7.5 SFAREA PROV IDED : LIGHT = 22.5 SFVENT. = 12 SF*REFER TO NOTE 18 FOR ADD ITIONAL INFO NAT. L IGHT ING & VENT. CALC .ROOM AREA: 109 SFAREA REQUIRED: LIGHT (8%) = 9 SFVENT. (4%) = 4 .5 SFAREA PROVIDED: LIGHT = 14 SFVENT. = 12 SF*REFER TO NOTE 18 FOR ADDIT IONAL INFONAT. LIGHTING & VENT . CALC.ROOM AREA : 110 SFAREA REQU IRED : LIGHT (8%) = 9 SFVENT. (4%) = 4.5 SFAREA PROV IDED : LIGHT = 14 SFVENT. = 12 SF*REFER TO NOTE 18 FOR ADD ITIONAL INFO F9 3/4"9 3/4"4'-8 1/2" 4'-8 1/2"9'-0"9'-0"9'-0"9'-0"8'-0"8'-0"8'-0"8'-0"8'-0"7'-6"8'-0"8'-0"2'-0"8'-0"1'-2"1'-2"8'-6"4'-9"1'-6"5'-0"2'-9" 1'-10"4'-0 3/4"2'-11 1/2"4'-11"4'-11 1/2"4'-11"5'-8"5'-11 1/2"4'-11"4'-11"2'-10"3'-0"5'-0"1'-8 1/2"2'-9"10"4'-0"4'-0"4'-0"3'-8"3'-0"1'-4"UNIT 3.2 PLANS ANDVARIATIONA5-38SCALE:11/4"=1'-0"UNIT 3.2C (TYPE III)CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AUNIT PLAN KEYNOTESCOAT CLOSET : (S & P) SHELF AND POLE MOUNTED @ 70" AFF60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD.18" WIDE TOWEL BAR @ 40" A.F.F.1.ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS)U.N.O.2.ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERALDWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO3.EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH ENDWALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD.WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD.4.FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL5.PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS.6.MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS.7.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O.8.KITCHEN SINK TO HAVE REAR-SET GARBAGE DISPOSAL WITH AIR-GAP FOR DISHWASHER - SEE PLUMBING PLANSFOR FIXTURE SPECS.9.CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH.10.FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL11.NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS AREPERMITTED IN FIRE WALLS.12.CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NOGREATER THAN 5 POUNDS.13.ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES.14.VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION ANDINSTALLATION.15.VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES ANDCOMBUSTIBLE MATERIALS.16.RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING INFIRE-RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING.17.SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL.18.FOR NATURAL LIGHT AND VENTILATION CALCULATIONS, CASEMENT WINDOWS ARE ASSUMED TO PROVIDE 70%VISIBLE LIGHT AND 60% OPEN FOR VENTILATION, AND SLIDING WINDOWS ARE ASSUMED TO PROVIDE 75% VISIBLELIGHT AND 40% OPEN FOR VENTILATION, AND FRENCH DOORS ARE ASSUMED TO PROVIDE 50% VISIBLE LIGHT AND90% OPEN FOR VENTILATION.RECESSED ELECTRICAL SUB-PANEL, HIGHEST OPERABLE PART AT 48"MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MOREINFORMATION-AD-034AD-22FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNERLINEN SHELVES : 5 SHELVES EQUALLY SPACEDMINIMUM 30" WIDE WORK SURFACE WITH KNEE AND TOE CLEARANCES PER 6/AD-04.BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION-(S & P) - SINGLE SHELF AND POLE @ 70" AFF-(DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF-(SS) - SHELF STACK: 5 SHELVES EQUALLY SPACEDLINEN AT BATH: 3 SHELVES @ 40", 56" & 72"24" WIDE TOWEL BAR @ 40" A.F.F.MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH-A7-00-A7-30RECESSED LOW VOLTAGE SUB-PANEL - SEE ELECTRICAL DRAWINGS FORMORE INFORMATIONELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB-PANEL WHENOCCURS IN 2x4 FRAMED WALL.DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 2ITEMS 1 - 12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALLCOMPLY WITH OPTION 2 ITEMS 8 - 12.*LVELECFLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIPREQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A1.1XXXXUNIT PLAN NOTESUNIT PLAN LEGEND1.21.31.41.560"x30" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPEREDGLASS ENCLOSURE.2.13.13.23.33.43.5LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS.PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER &WASTE LINES.3.63.74.1TOILET PAPER HOLDER @ 19" A.F.F.RECESSED MEDICINE CABINETDOOR REFERENCEWINDOW REFERENCELOW WALL (SEE PLAN FOR HEIGHT)2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A UNITS, 2X4 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A UNITS, 2X6 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)1-1/2"x2-1/2" FURRED METAL STUD WALLF.M.C.FIXTURES & APPLIANCES4.24.34.44.5BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.2UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.318" WIDE BREADBOARDS HAVE BEEN PROVIDED IN LIEU OF THE 30" WIDE WORK SURFACE PER1134A.4 EXCEPTION.2.4FULL HEIGHT PANTRY CABINETDOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE &TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER16/AD-03. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLELEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATHREMOVABLE BASE CABINETS24" WIDE DISHWASHER30" WIDE SLIDE-IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TOVENT TO EXTERIORREFRIGERATORMIRRORACCESSORIESUNIT RCP NOTES6AD-2110AD-2110AD-211.REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIRREGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT.2.REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKEDETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE.3.CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES.6.APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFITINSTALLATION.10.PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC.11.ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICALCONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON-PAPER FACED.12.WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PERDETAIL13.WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAILPENDANT / HANGING LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREWALL MOUNTED LIGHTACCESS PANELDIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATIONCEILING FANJUNCTION BOXJRECESSED LIGHT FIXTURECEILING HEIGHTUNIT RCP PLAN LEGENDSOFFIT, SEE PLANS FOR CEILING HEIGHTGYPSUM BOARD LINED JOIST BAY9'-0"42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE.3.810AD-21SOFFIT ABOVE CABINETS (7'-8" CLR. A.F.F. U.N.O)A. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE GRAB BAR INSTALLATION AT TOILET,BATHTUB, AND SHOWER.B. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE FOLD DOWN GRAB BAR INSTALLATION AT TOILET.3.96,10AD-032.5OPEN SHELVES ABOVE SINK2.64" HIGH BACKSPLASH6,7,14,15AD-8414AD-8416AD-039AD-03ELECTRICAL CONVENIENCE OUTLET IN FACE OF BASE CABINET FILLER PANEL OR INPONY WALL, PENINSULA AT LOCATIONS SHOWN, REQUIRED TO ACHIEVE ACCESSIBLEREACH RANGES4.0ACONCRETE ON LEVEL 1. CONCRETE TOPPING OVER DEPRESSED FRAMING AT UPPER LEVELSA4.01PONY WALLGENERAL4.022-HR FIRE RATED EXTERIOR DECK/PATIO POST5AD-55.1S7S8S9HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRAS19CAST-IN-PLACECONCRETE STAIRSCALE:31/4"=1'-0"UNIT 3.2C REFLECTED CEILING PLANSCALE:41/4"=1'-0"NOT USEDSCALE:21/4"=1'-0"NOT USEDAAAAA06-21-23 42'-10 1/2"6'-11 1/2"42'-10 1/2"12'-6 1/2"25'-0"1'-0" 4'-6"LVELEC2'-7 1/2"7'-4"2'-6 1/2"7'-5 1/2"3'-4"3'-10"3'-8"8'-6"3'-3"2'-6 1/2"3'-5 1/2"3'-5 1/2"2'-2 1/2"6'-4"3'-10 1/2"3'-7 1/2"7'-2"25'-0" 7'-4"3'-8"8'-6"1'-0"6'-3 1/2"9"4'-8"8"5'-5 1/2"4'-2"8"5'-4 1/2"11'-8"4'-2"8"5'-4 1/2"8'-4"3'-8"2'-7 1/2" 10'-4 1/2"2'-9 1/2"7'-3"2'-6"9'-4"7'-4 1/2"2'-10"5'-5 1/2"4'-4"1'-0"VERIFY VERIFY 4'-11"3'-5"3'-8"HHNNLHU1aU3aU3aU3aU4aU4aU6aU8fU8fU8fU7aBATH 2VINYL*BATH 1VINYLLIVINGVINYLCLOSETVINYLCLOSETCARPETCLOSETCARPETCLOSETCARPETKITCHENVINYLBEDROOM 1CARPETBEDROOM 2CARPETBEDROOM 3CARPETLAUNDRYVINYL1.23.54.24.33.51.24.24.33.71.14.43.23.13.32.22.12.43.41.51.51.5NAT. L IGHT ING & VENT. CALC .ROOM AREA: 110 SFAREA REQUIRED : LIGHT (8%) = 9 SFVENT. (4%) = 4 .5 SFAREA PROVIDED: LIGHT = 14 SFVENT. = 12 SF*REFER TO NOTE 18 FOR ADDIT IONAL INFONAT. LIGHTING & VENT . CALC.ROOM AREA : 109 SFAREA REQU IRED : LIGHT (8%) = 9 SFVENT. (4%) = 4.5 SFAREA PROV IDED : LIGHT = 14 SFVENT. = 12 SF*REFER TO NOTE 18 FOR ADD ITIONAL INFO NAT. LIGHTING & VENT . CALC.ROOM AREA : 182 SFAREA REQU IRED : LIGHT (8%) = 15 SFVENT. (4%) = 7.5 SFAREA PROV IDED : LIGHT = 31.5 SFVENT. = 18 SF*REFER TO NOTE 18 FOR ADD ITIONAL INFO 4'-6" 1'-0"NAT. LIGHTING & VENT . CALC.ROOM AREA: 109 SFAREA REQU IRED : LIGHT (8%) = 9 SFVENT. (4%) = 4 .5 SFAREA PROV IDED : LIGHT = 14 SFVENT. = 12 SF*REFER TO NOTE 18 FOR ADDIT IONAL INFO 4'-6"4.41.32.32.33.93.94.011'-0"54x44 48x48 1'-6"36x42 54x421'-6"LVELEC36x42 54x421'-6"36x42 54x421'-6"36x42 36x42 54x42 54x42 1'-6"1'-6"MIN. 36" CLEARMIN. 36"CLEAR18" CLR.MIN. 24"CLEARMIN. 5'-0" CLEAR2'-0"2'-0" 2'-0" 1'-10"2.32.39'-0"9'-0"9'-0"9'-0"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"7'-6"7'-6"7'-6"AT COLUMN CAPS, PROVIDE 1/2" HATCHANNELS TO ATTACH GYP. BD. FIRESPRINKLERS SHALL NOT BE ROUTEDUNDER COLUMN CAPS AT 2ND LEVEL2'-0"BATH 2ABCD4.43.54.24.33.74.5KITCHEND3'-0"1'-6"3'-2"3.23.13.33.43.32.12.22.3BATH 1ABCD1.24.43.54.52.4CBD2.42.42.41'-10"3'-6"3'-6"5'-0"3'-4"3'-0"4'-11 1/2"4'-11"5'-8"6'-3"4'-11 1/2"4'-11"4'-11 1/2"4'-11"8'-0"4'-0"1'-10"5'-0"1'-6"2'-9"5'-0"1'-6"2'-9"UNIT 3.3 PLANSA5-39SCALE:11/4"=1'-0"UNIT 3.3ACCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AUNIT PLAN KEYNOTESCOAT CLOSET : (S & P) SHELF AND POLE MOUNTED @ 70" AFF60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD.18" WIDE TOWEL BAR @ 40" A.F.F.1.ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS)U.N.O.2.ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERALDWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO3.EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH ENDWALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD.WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD.4.FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL5.PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS.6.MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS.7.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O.8.KITCHEN SINK TO HAVE REAR-SET GARBAGE DISPOSAL WITH AIR-GAP FOR DISHWASHER - SEE PLUMBING PLANSFOR FIXTURE SPECS.9.CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH.10.FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL11.NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS AREPERMITTED IN FIRE WALLS.12.CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NOGREATER THAN 5 POUNDS.13.ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES.14.VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION ANDINSTALLATION.15.VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES ANDCOMBUSTIBLE MATERIALS.16.RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING INFIRE-RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING.17.SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL.18.FOR NATURAL LIGHT AND VENTILATION CALCULATIONS, CASEMENT WINDOWS ARE ASSUMED TO PROVIDE 70%VISIBLE LIGHT AND 60% OPEN FOR VENTILATION, AND SLIDING WINDOWS ARE ASSUMED TO PROVIDE 75% VISIBLELIGHT AND 40% OPEN FOR VENTILATION, AND FRENCH DOORS ARE ASSUMED TO PROVIDE 50% VISIBLE LIGHT AND90% OPEN FOR VENTILATION.RECESSED ELECTRICAL SUB-PANEL, HIGHEST OPERABLE PART AT 48"MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MOREINFORMATION-AD-034AD-22FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNERLINEN SHELVES : 5 SHELVES EQUALLY SPACEDMINIMUM 30" WIDE WORK SURFACE WITH KNEE AND TOE CLEARANCES PER 6/AD-04.BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION-(S & P) - SINGLE SHELF AND POLE @ 70" AFF-(DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF-(SS) - SHELF STACK: 5 SHELVES EQUALLY SPACEDLINEN AT BATH: 3 SHELVES @ 40", 56" & 72"24" WIDE TOWEL BAR @ 40" A.F.F.MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH-A7-00-A7-30RECESSED LOW VOLTAGE SUB-PANEL - SEE ELECTRICAL DRAWINGS FORMORE INFORMATIONELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB-PANEL WHENOCCURS IN 2x4 FRAMED WALL.DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 2ITEMS 1 - 12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALLCOMPLY WITH OPTION 2 ITEMS 8 - 12.*LVELECFLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIPREQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A1.1XXXXUNIT PLAN NOTESUNIT PLAN LEGEND1.21.31.41.560"x30" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPEREDGLASS ENCLOSURE.2.13.13.23.33.43.5LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS.PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER &WASTE LINES.3.63.74.1TOILET PAPER HOLDER @ 19" A.F.F.RECESSED MEDICINE CABINETDOOR REFERENCEWINDOW REFERENCELOW WALL (SEE PLAN FOR HEIGHT)2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A UNITS, 2X4 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A UNITS, 2X6 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)1-1/2"x2-1/2" FURRED METAL STUD WALLF.M.C.FIXTURES & APPLIANCES4.24.34.44.5BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.2UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.318" WIDE BREADBOARDS HAVE BEEN PROVIDED IN LIEU OF THE 30" WIDE WORK SURFACE PER1134A.4 EXCEPTION.2.4FULL HEIGHT PANTRY CABINETDOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE &TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER16/AD-03. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLELEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATHREMOVABLE BASE CABINETS24" WIDE DISHWASHER30" WIDE SLIDE-IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TOVENT TO EXTERIORREFRIGERATORMIRRORACCESSORIESUNIT RCP NOTES6AD-2110AD-2110AD-211.REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIRREGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT.2.REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKEDETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE.3.CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES.6.APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFITINSTALLATION.10.PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC.11.ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICALCONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON-PAPER FACED.12.WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PERDETAIL13.WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAILPENDANT / HANGING LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREWALL MOUNTED LIGHTACCESS PANELDIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATIONCEILING FANJUNCTION BOXJRECESSED LIGHT FIXTURECEILING HEIGHTUNIT RCP PLAN LEGENDSOFFIT, SEE PLANS FOR CEILING HEIGHTGYPSUM BOARD LINED JOIST BAY9'-0"42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE.3.810AD-21SOFFIT ABOVE CABINETS (7'-8" CLR. A.F.F. U.N.O)A. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE GRAB BAR INSTALLATION AT TOILET,BATHTUB, AND SHOWER.B. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE FOLD DOWN GRAB BAR INSTALLATION AT TOILET.3.96,10AD-032.5OPEN SHELVES ABOVE SINK2.64" HIGH BACKSPLASH6,7,14,15AD-8414AD-8416AD-039AD-03ELECTRICAL CONVENIENCE OUTLET IN FACE OF BASE CABINET FILLER PANEL OR INPONY WALL, PENINSULA AT LOCATIONS SHOWN, REQUIRED TO ACHIEVE ACCESSIBLEREACH RANGES4.0ACONCRETE ON LEVEL 1. CONCRETE TOPPING OVER DEPRESSED FRAMING AT UPPER LEVELSA4.01PONY WALLGENERAL4.022-HR FIRE RATED EXTERIOR DECK/PATIO POST5AD-55.1S7S8S9HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRAS19CAST-IN-PLACECONCRETE STAIRSCALE:21/4"=1'-0"UNIT 3.3 ACCESSIBILITY PLANSCALE:31/4"=1'-0"UNIT 3.3 REFLECTED CEILING PLANSCALE:41/4"=1'-0"UNIT 3.3 INTERIOR ELEVATIONSAAAAAAAAAAA06-21-23 LVELEC53'-2"53'-2"25'-0"U1aU4aU3a25'-0"U8fU3aU5aU4aU8fU3aU3aU5aU2aAAJAJA10'-8"6'-0"7'-4"1'-0" VERIFY 3'-2"7'-5"VERIFY7'-0"5'-6"6'-4 1/2"7'-1"U4a1'-3"1'-0"7'-4"6'-0"10'-8" 6'-6"4'-2"10'-8"10'-3 1/2"11'-4 1/2"10'-3"10'-7"6'-0"4'-7"6'-7"3'-8"3'-11"5'-0"2'-5 1/2"3'-7 1/2"6'-8"5'-7"5'-1"5'-9"4'-3"5'-1 1/2"4'-6 1/2"11'-1"5'-5 1/2"4'-0"6'-1"U6a9"4'-6 1/2"7"7"7"7"2'-1"7'-7 1/2"10"VERIFY 4'-0"3'-8"2'-4"3'-2"2'-7"4'-10"4'-1"7'-0"10"5'-8"2'-5 1/2"9'-8"2'-2 1/2"7"4'-0"2'-9"3'-4"8'-5"3'-7"2'-4" 10'-8" SLOPE MIN. 1/4" : 1'-0"BATH 3VINYL*BATH 1VINYL*BEDROOM 1CARPETBEDROOM 2CARPETBEDROOM 3CARPETBEDROOM 4CARPETBATH 2VINYLKITCHENVINYLLIVINGVINYLLAUNDRYVINYLDECKCLOSETCARPETCLOSETCARPETCLOSETCARPETCLOSETCARPETX3.54.24.33.73.84.24.33.23.13.32.12.23.42.43.74.34.21.23.61.51.51.55'-8" 5'-8"12'-7"20'-4 1/2"20'-2 1/2"4'-1"TEMPNAT. L IGHT ING & VENT. CALC .ROOM AREA : 100 SFAREA REQUIRED : LIGHT (8%) = 8 SFVENT. (4%) = 4 SFAREA PROVIDED: LIGHT = 22 .5 SFVENT. = 12 SF*REFER TO NOTE 18 FOR ADDIT IONAL INFO NAT. LIGHTING & VENT . CALC .ROOM AREA : 111 SFAREA REQU IRED : LIGHT (8%) = 9 SFVENT. (4%) = 4.5 SFAREA PROV IDED : LIGHT = 10.5 SFVENT. = 9 SF*REFER TO NOTE 18 FOR ADD ITIONAL INFO NAT. LIGHTING & VENT . CALC .ROOM AREA : 112 SFAREA REQU IRED : LIGHT (8%) = 9 SFVENT. (4%) = 4.5 SFAREA PROV IDED : LIGHT = 10 .5 SFVENT. = 9 SF*REFER TO NOTE 18 FOR ADD ITIONAL INFO NAT. L IGHT ING & VENT. CALC .ROOM AREA: 102 SFAREA REQUIRED : LIGHT (8%) = 9 SFVENT. (4%) = 4 .5 SFAREA PROVIDED: LIGHT = 22 .5 SFVENT. = 12 SF*REFER TO NOTE 18 FOR ADDIT IONAL INFO NAT. LIGHTING & VENT . CALC .ROOM AREA : 179 SFAREA REQU IRED : LIGHT (8%) = 15 SFVENT. (4%) = 7.5 SFAREA PROV IDED : LIGHT = 32.5 SFVENT. = 30 SF*REFER TO NOTE 18 FOR ADD ITIONAL INFOPROVIDE LINEN CABINET,SIMILAR TO BATH 3, AT UNITS4.1E, 4.1G, 4.1H, 4.1J, 4.1K, 4.1L,4.1M, 4.1N, 4.1P, AND 4.1Q1.24.44.44.42.32.33.93.94.014.048" MIN. CLR1'-0"54x44 48x48 1'-6"54x4236x421'-6"36x4254x4236x42 54x42 1'-6"36x42 36x42 54x4254x42 54x421'-6"36x42 54x42 1'-6"36x42 54x421'-6"1'-6" 36x42 54x4236x421'-6"1'-6"1'-6" 1'-6"36x4254x42BATH 1ABCD4.43.54.24.33.74.5KITCHENC3'-0"1'-6"3'-2"3.23.13.33.43.32.12.22.3BATH 2ABCD1.24.43.54.52.4D3.4BBATH 3ABCD4.43.64.24.33.74.51.2MIN. 36" CLEAR MIN. 36"CLEAR18" CLR.MIN. 24"CLEAR2'-0"2'-0" 1'-10" MIN. 36" CLEARMIN. 36"CLEAR18" CLR.MIN. 24"CLEAR1'-10"2.32.3UNIT 4.1 PLANS ANDINTERIOR ELEVATIONSA5-41SCALE:11/4"=1'-0"UNIT 4.1ACCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AUNIT PLAN KEYNOTESCOAT CLOSET : (S & P) SHELF AND POLE MOUNTED @ 70" AFF60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD.18" WIDE TOWEL BAR @ 40" A.F.F.1.ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS)U.N.O.2.ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERALDWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO3.EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH ENDWALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD.WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD.4.FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL5.PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS.6.MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS.7.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O.8.KITCHEN SINK TO HAVE REAR-SET GARBAGE DISPOSAL WITH AIR-GAP FOR DISHWASHER - SEE PLUMBING PLANSFOR FIXTURE SPECS.9.CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH.10.FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL11.NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS AREPERMITTED IN FIRE WALLS.12.CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NOGREATER THAN 5 POUNDS.13.ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES.14.VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION ANDINSTALLATION.15.VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES ANDCOMBUSTIBLE MATERIALS.16.RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING INFIRE-RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING.17.SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL.18.FOR NATURAL LIGHT AND VENTILATION CALCULATIONS, CASEMENT WINDOWS ARE ASSUMED TO PROVIDE 70%VISIBLE LIGHT AND 60% OPEN FOR VENTILATION, AND SLIDING WINDOWS ARE ASSUMED TO PROVIDE 75% VISIBLELIGHT AND 40% OPEN FOR VENTILATION, AND FRENCH DOORS ARE ASSUMED TO PROVIDE 50% VISIBLE LIGHT AND90% OPEN FOR VENTILATION.RECESSED ELECTRICAL SUB-PANEL, HIGHEST OPERABLE PART AT 48"MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MOREINFORMATION-AD-034AD-22FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNERLINEN SHELVES : 5 SHELVES EQUALLY SPACEDMINIMUM 30" WIDE WORK SURFACE WITH KNEE AND TOE CLEARANCES PER 6/AD-04.BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION-(S & P) - SINGLE SHELF AND POLE @ 70" AFF-(DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF-(SS) - SHELF STACK: 5 SHELVES EQUALLY SPACEDLINEN AT BATH: 3 SHELVES @ 40", 56" & 72"24" WIDE TOWEL BAR @ 40" A.F.F.MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH-A7-00-A7-30RECESSED LOW VOLTAGE SUB-PANEL - SEE ELECTRICAL DRAWINGS FORMORE INFORMATIONELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB-PANEL WHENOCCURS IN 2x4 FRAMED WALL.DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 2ITEMS 1 - 12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALLCOMPLY WITH OPTION 2 ITEMS 8 - 12.*LVELECFLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIPREQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A1.1XXXXUNIT PLAN NOTESUNIT PLAN LEGEND1.21.31.41.560"x30" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPEREDGLASS ENCLOSURE.2.13.13.23.33.43.5LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS.PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER &WASTE LINES.3.63.74.1TOILET PAPER HOLDER @ 19" A.F.F.RECESSED MEDICINE CABINETDOOR REFERENCEWINDOW REFERENCELOW WALL (SEE PLAN FOR HEIGHT)2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A UNITS, 2X4 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A UNITS, 2X6 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)1-1/2"x2-1/2" FURRED METAL STUD WALLF.M.C.FIXTURES & APPLIANCES4.24.34.44.5BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.2UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.318" WIDE BREADBOARDS HAVE BEEN PROVIDED IN LIEU OF THE 30" WIDE WORK SURFACE PER1134A.4 EXCEPTION.2.4FULL HEIGHT PANTRY CABINETDOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE &TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER16/AD-03. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLELEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATHREMOVABLE BASE CABINETS24" WIDE DISHWASHER30" WIDE SLIDE-IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TOVENT TO EXTERIORREFRIGERATORMIRRORACCESSORIESUNIT RCP NOTES6AD-2110AD-2110AD-211.REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIRREGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT.2.REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKEDETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE.3.CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES.6.APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFITINSTALLATION.10.PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC.11.ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICALCONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON-PAPER FACED.12.WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PERDETAIL13.WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAILPENDANT / HANGING LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREWALL MOUNTED LIGHTACCESS PANELDIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATIONCEILING FANJUNCTION BOXJRECESSED LIGHT FIXTURECEILING HEIGHTUNIT RCP PLAN LEGENDSOFFIT, SEE PLANS FOR CEILING HEIGHTGYPSUM BOARD LINED JOIST BAY9'-0"42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE.3.810AD-21SOFFIT ABOVE CABINETS (7'-8" CLR. A.F.F. U.N.O)A. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE GRAB BAR INSTALLATION AT TOILET,BATHTUB, AND SHOWER.B. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE FOLD DOWN GRAB BAR INSTALLATION AT TOILET.3.96,10AD-032.5OPEN SHELVES ABOVE SINK2.64" HIGH BACKSPLASH6,7,14,15AD-8414AD-8416AD-039AD-03ELECTRICAL CONVENIENCE OUTLET IN FACE OF BASE CABINET FILLER PANEL OR INPONY WALL, PENINSULA AT LOCATIONS SHOWN, REQUIRED TO ACHIEVE ACCESSIBLEREACH RANGES4.0ACONCRETE ON LEVEL 1. CONCRETE TOPPING OVER DEPRESSED FRAMING AT UPPER LEVELSA4.01PONY WALLGENERAL4.022-HR FIRE RATED EXTERIOR DECK/PATIO POST5AD-55.1S7S8S9HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRAS19CAST-IN-PLACECONCRETE STAIRSCALE:21/4"=1'-0"UNIT 4.1 ACCESSIBILITY PLANSCALE:41/4"=1'-0"UNIT 4.1 INTERIOR ELEVATIONSAAAAAAAAAAAAA06-21-23 UNIT B105: 10'-0"ALL OTHER UNITS: 9'-0"UNIT B105: 10'-0"ALL OTHER UNITS: 9'-0"UNIT B105: 10'-0"ALL OTHER UNITS: 9'-0"UNIT B105: 10'-0"ALL OTHER UNITS: 9'-0"UNIT B105: 10'-0"ALL OTHER UNITS: 9'-0"UNIT B105: 9'-0"UPPER FLOORS: 8'-0"UNIT B105: 9'-0"UPPER FLOORS: 8'-0"UNIT B105: 9'-0"UPPER FLOORS: 8'-0"UNIT B105: 9'-0"UPPER FLOORS: 8'-0"UNIT B105: 9'-0"UPPER FLOORS: 8'-0"UNIT B105: 9'-0"UPPER FLOORS: 8'-0"UNIT B105: 9'-0"UPPER FLOORS: 8'-2"UNIT B105: 9'-0"UPPER FLOORS: 8'-0"1'-2"1'-6"1'-4"5'-2"2'-7"2'-10"3'-0"3'-7"1'-6"4'-11 1/2"5'-0"5'-6 1/2"6'-3"5'-0"3'-6"4'-11 1/2" 4'-11 1/2" 4'-11 1/2" 3'-0"2'-9"1'-4"5'-2"2'-7" 3'-9 1/2"4'-5"1'-10"5'-1 1/2"4'-1"3'-0"3'-0"3'-0"1'-10" SLOPE MIN. 1/4" : 1'-0" SLOPE MIN. 1/4" : 1'-0"53'-2"10'-8"10'-3 1/2"11'-4 1/2"10'-3"10'-7"20'-10 1/2"11'-7"20'-8 1/2"5'-6" 5'-6"25'-0" 25'-0"53'-2"10'-8"10'-3 1/2"11'-4 1/2"10'-3"10'-7"20'-10 1/2"11'-7"20'-8 1/2"5'-6" 5'-6"25'-0" 25'-0"RECESSEDRIM JOISTRECESSEDRIM JOISTRECESSEDRIM JOIST4.04.0SLOPE MIN.1/4" : 1'-0"SLOPE MIN.1/4" : 1'-0"53'-2"10'-8"10'-3 1/2"11'-4 1/2"10'-3"10'-7"20'-10 1/2"11'-7"20'-8 1/2"5'-6" 5'-6"25'-0" 25'-0"CANOPYABOVERECESSEDRIM JOISTRECESSEDRIM JOISTRECESSEDRIM JOIST53'-2"10'-8"10'-3 1/2"11'-4 1/2"10'-3"10'-7"6'-9"3'-10"5'-11"4'-4"2'-9 1/4"3'-11 1/2"2'-3 1/4"6'-3 1/2"4'-0"3'-2"7'-6"21'-2"11'-0"21'-0"4'-6" 4'-6"25'-0" 25'-0"1'-2"1'-2 1/2"FFFFFTEMP4.04.0UNIT 4.1 PLAN ANDVARIATIONSA5-42CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AUNIT PLAN KEYNOTESCOAT CLOSET : (S & P) SHELF AND POLE MOUNTED @ 70" AFF60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD.18" WIDE TOWEL BAR @ 40" A.F.F.1.ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS)U.N.O.2.ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERALDWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO3.EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH ENDWALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD.WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD.4.FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL5.PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS.6.MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS.7.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O.8.KITCHEN SINK TO HAVE REAR-SET GARBAGE DISPOSAL WITH AIR-GAP FOR DISHWASHER - SEE PLUMBING PLANSFOR FIXTURE SPECS.9.CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH.10.FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL11.NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS AREPERMITTED IN FIRE WALLS.12.CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NOGREATER THAN 5 POUNDS.13.ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES.14.VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION ANDINSTALLATION.15.VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES ANDCOMBUSTIBLE MATERIALS.16.RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING INFIRE-RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING.17.SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL.18.FOR NATURAL LIGHT AND VENTILATION CALCULATIONS, CASEMENT WINDOWS ARE ASSUMED TO PROVIDE 70%VISIBLE LIGHT AND 60% OPEN FOR VENTILATION, AND SLIDING WINDOWS ARE ASSUMED TO PROVIDE 75% VISIBLELIGHT AND 40% OPEN FOR VENTILATION, AND FRENCH DOORS ARE ASSUMED TO PROVIDE 50% VISIBLE LIGHT AND90% OPEN FOR VENTILATION.RECESSED ELECTRICAL SUB-PANEL, HIGHEST OPERABLE PART AT 48"MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MOREINFORMATION-AD-034AD-22FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNERLINEN SHELVES : 5 SHELVES EQUALLY SPACEDMINIMUM 30" WIDE WORK SURFACE WITH KNEE AND TOE CLEARANCES PER 6/AD-04.BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION-(S & P) - SINGLE SHELF AND POLE @ 70" AFF-(DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF-(SS) - SHELF STACK: 5 SHELVES EQUALLY SPACEDLINEN AT BATH: 3 SHELVES @ 40", 56" & 72"24" WIDE TOWEL BAR @ 40" A.F.F.MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH-A7-00-A7-30RECESSED LOW VOLTAGE SUB-PANEL - SEE ELECTRICAL DRAWINGS FORMORE INFORMATIONELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB-PANEL WHENOCCURS IN 2x4 FRAMED WALL.DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 2ITEMS 1 - 12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALLCOMPLY WITH OPTION 2 ITEMS 8 - 12.*LVELECFLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIPREQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A1.1XXXXUNIT PLAN NOTESUNIT PLAN LEGEND1.21.31.41.560"x30" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPEREDGLASS ENCLOSURE.2.13.13.23.33.43.5LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS.PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER &WASTE LINES.3.63.74.1TOILET PAPER HOLDER @ 19" A.F.F.RECESSED MEDICINE CABINETDOOR REFERENCEWINDOW REFERENCELOW WALL (SEE PLAN FOR HEIGHT)2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A UNITS, 2X4 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A UNITS, 2X6 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)1-1/2"x2-1/2" FURRED METAL STUD WALLF.M.C.FIXTURES & APPLIANCES4.24.34.44.5BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.2UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.318" WIDE BREADBOARDS HAVE BEEN PROVIDED IN LIEU OF THE 30" WIDE WORK SURFACE PER1134A.4 EXCEPTION.2.4FULL HEIGHT PANTRY CABINETDOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE &TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER16/AD-03. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLELEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATHREMOVABLE BASE CABINETS24" WIDE DISHWASHER30" WIDE SLIDE-IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TOVENT TO EXTERIORREFRIGERATORMIRRORACCESSORIESUNIT RCP NOTES6AD-2110AD-2110AD-211.REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIRREGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT.2.REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKEDETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE.3.CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES.6.APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFITINSTALLATION.10.PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC.11.ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICALCONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON-PAPER FACED.12.WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PERDETAIL13.WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAILPENDANT / HANGING LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREWALL MOUNTED LIGHTACCESS PANELDIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATIONCEILING FANJUNCTION BOXJRECESSED LIGHT FIXTURECEILING HEIGHTUNIT RCP PLAN LEGENDSOFFIT, SEE PLANS FOR CEILING HEIGHTGYPSUM BOARD LINED JOIST BAY9'-0"42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE.3.810AD-21SOFFIT ABOVE CABINETS (7'-8" CLR. A.F.F. U.N.O)A. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE GRAB BAR INSTALLATION AT TOILET,BATHTUB, AND SHOWER.B. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE FOLD DOWN GRAB BAR INSTALLATION AT TOILET.3.96,10AD-032.5OPEN SHELVES ABOVE SINK2.64" HIGH BACKSPLASH6,7,14,15AD-8414AD-8416AD-039AD-03ELECTRICAL CONVENIENCE OUTLET IN FACE OF BASE CABINET FILLER PANEL OR INPONY WALL, PENINSULA AT LOCATIONS SHOWN, REQUIRED TO ACHIEVE ACCESSIBLEREACH RANGES4.0ACONCRETE ON LEVEL 1. CONCRETE TOPPING OVER DEPRESSED FRAMING AT UPPER LEVELSA4.01PONY WALLGENERAL4.022-HR FIRE RATED EXTERIOR DECK/PATIO POST5AD-55.1S7S8S9HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRAS19CAST-IN-PLACECONCRETE STAIRSCALE:31/4"=1'-0"UNIT 4.1BSCALE:11/4"=1'-0"UNIT 4.1 REFLECTED CEILING PLANSCALE:41/4"=1'-0"UNIT 4.1CSCALE:71/4"=1'-0"UNIT 4.1DSCALE:81/4"=1'-0"UNIT 4.1EAAAAA06-21-23 LVELEC52'-8 3/4"52'-8 3/4"25'-0" 25'-0" 10'-4 1/2"6'-3 1/2"7'-4"1'-0" VERIFY 3'-2"7'-5 1/2"VERIFY6'-8"5'-10"6'-5"6'-9 1/4"4"1'-0"7'-4"6'-3 1/2"10'-4 1/2"10'-2 3/4"10'-3"11'-5"10'-2 1/2"10'-7 1/2"7'-0"3'-7 1/2"3'-10 1/2"6'-4"2'-2 1/2"3'-5 1/2"2'-3 1/2"3'-6"6'-9"4'-6"5'-4 3/4"6'-0"4'-0"5'-2 1/2"4'-4"11'-1"5'-5"3'-11"5'-3 3/4"4'-6"8"8"7 1/2"8"2'-10 1/2"8'-2 1/2"10"VERIFY 3'-8"2'-7 1/2"10'-4 1/2"3'-2"2'-7"4'-10"4'-2 1/2"6'-8"10"5'-10"2'-5 1/2"9'-8"2'-3"7"4'-0"2'-5 1/4"2'-10 1/2"8'-4 1/2"3'-7 1/2"2'-7 1/2"10'-4 1/2" 1'-0" 1'-0"11'-0"20'-8 3/4"21'-0"4'-2"VERIFY 4"1'-5 1/4"6"1'-4"5 1/4"3'-5 1/2"6"1'-0"U2aU2aU2b1'-2"5 1/4"FFFFBATH 3VINYL*BATH 1VINYL*BEDROOM 1CARPETBEDROOM 2CARPETBEDROOM 3CARPETBEDROOM 4CARPETBATH 2VINYLKITCHENVINYLLIVINGVINYLLAUNDRYVINYLCLOSETCARPETCLOSETCARPETCLOSETCARPETCLOSETCARPETU1bAT COLUMN CAPS, PROVIDE 1/2" HATCHANNELS TO ATTACH GYP. BD. FIRESPRINKLERS SHALL NOT BE ROUTEDUNDER COLUMN CAPS AT 2ND LEVEL8'-4 7/8"8'-4 7/8"8'-4 7/8"8'-4 7/8"8'-4 7/8"2'-0"2'-0"7'-10"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"7'-6"8'-0"1'-4"4'-10"2'-8 1/2"2'-6"2'-11 1/2"2'-9 1/2"4'-11 1/2"4'-11 1/2"4'-11 1/2"5'-6 1/2"6'-3"4'-11 1/2"4'-11 1/2"2'-11 1/2"4'-11 1/2"3'-0"2'-11 1/2"1'-6"5'-0"1'-8"4'-5 1/2"3'-9"1'-10"5'-1"4'-0 1/2"3'-0"3'-0"3'-0"1'-9 1/2"1'-2" SLOPE MIN. 1/4" : 1'-0" SLOPE MIN.1/4" : 1'-0"53'-0"10'-6"10'-3 1/2"11'-4 1/2"10'-3"10'-7"6'-9"3'-10"5'-11"4'-4"2'-9 1/4"3'-11 1/2"2'-3 1/4"6'-3 1/2"4'-0"3'-2"7'-4"4'-6" 1'-0"25'-0" 25'-0"1'-2"1'-2 1/2"FFFFF53'-0"10'-6"10'-3 1/2"11'-4 1/2"10'-3"10'-7"6'-9"3'-10"5'-11"4'-4"2'-9 1/4"3'-11 1/2"2'-3 1/4"6'-3 1/2"4'-0"3'-2"7'-4"21'-0"11'-0"21'-0"4'-6" 4'-6"25'-0" 25'-0"1'-2"1'-2 1/2"FFFFF53'-4"10'-8"10'-3 1/2"11'-4 1/2"10'-3"10'-9"7'-2"3'-7"3'-11"6'-4"2'-9 1/4"3'-11 1/2"2'-3 1/4"3'-6 1/2"6'-9"4'-6"6'-2"1'-0" 1'-0"25'-0" 25'-0"1'-2"1'-2 1/2"FFFFF1'-0"1'-0"1'-3"53'-4"10'-8"10'-3 1/2"11'-4 1/2"10'-3"10'-9"7'-2"3'-7"3'-11"6'-4"2'-9 1/4"3'-11 1/2"2'-3 1/4"3'-6 1/2"6'-9"4'-6"6'-2"4'-6" 4'-6"25'-0" 25'-0"1'-2"1'-2 1/2"FFFFF1'-3"21'-2"11'-0"21'-2"TEMPTEMPTEMPTEMP4.04.0UNIT 4.1 PLANS ANDVARIATIONSA5-43SCALE:11/4"=1'-0"UNIT 4.1FCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AUNIT PLAN KEYNOTESCOAT CLOSET : (S & P) SHELF AND POLE MOUNTED @ 70" AFF60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD.18" WIDE TOWEL BAR @ 40" A.F.F.1.ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS)U.N.O.2.ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERALDWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO3.EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH ENDWALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD.WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD.4.FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL5.PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS.6.MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS.7.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O.8.KITCHEN SINK TO HAVE REAR-SET GARBAGE DISPOSAL WITH AIR-GAP FOR DISHWASHER - SEE PLUMBING PLANSFOR FIXTURE SPECS.9.CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH.10.FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL11.NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS AREPERMITTED IN FIRE WALLS.12.CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NOGREATER THAN 5 POUNDS.13.ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES.14.VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION ANDINSTALLATION.15.VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES ANDCOMBUSTIBLE MATERIALS.16.RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING INFIRE-RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING.17.SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL.18.FOR NATURAL LIGHT AND VENTILATION CALCULATIONS, CASEMENT WINDOWS ARE ASSUMED TO PROVIDE 70%VISIBLE LIGHT AND 60% OPEN FOR VENTILATION, AND SLIDING WINDOWS ARE ASSUMED TO PROVIDE 75% VISIBLELIGHT AND 40% OPEN FOR VENTILATION, AND FRENCH DOORS ARE ASSUMED TO PROVIDE 50% VISIBLE LIGHT AND90% OPEN FOR VENTILATION.RECESSED ELECTRICAL SUB-PANEL, HIGHEST OPERABLE PART AT 48"MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MOREINFORMATION-AD-034AD-22FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNERLINEN SHELVES : 5 SHELVES EQUALLY SPACEDMINIMUM 30" WIDE WORK SURFACE WITH KNEE AND TOE CLEARANCES PER 6/AD-04.BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION-(S & P) - SINGLE SHELF AND POLE @ 70" AFF-(DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF-(SS) - SHELF STACK: 5 SHELVES EQUALLY SPACEDLINEN AT BATH: 3 SHELVES @ 40", 56" & 72"24" WIDE TOWEL BAR @ 40" A.F.F.MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH-A7-00-A7-30RECESSED LOW VOLTAGE SUB-PANEL - SEE ELECTRICAL DRAWINGS FORMORE INFORMATIONELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB-PANEL WHENOCCURS IN 2x4 FRAMED WALL.DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 2ITEMS 1 - 12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALLCOMPLY WITH OPTION 2 ITEMS 8 - 12.*LVELECFLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIPREQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A1.1XXXXUNIT PLAN NOTESUNIT PLAN LEGEND1.21.31.41.560"x30" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPEREDGLASS ENCLOSURE.2.13.13.23.33.43.5LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS.PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER &WASTE LINES.3.63.74.1TOILET PAPER HOLDER @ 19" A.F.F.RECESSED MEDICINE CABINETDOOR REFERENCEWINDOW REFERENCELOW WALL (SEE PLAN FOR HEIGHT)2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A UNITS, 2X4 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A UNITS, 2X6 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)1-1/2"x2-1/2" FURRED METAL STUD WALLF.M.C.FIXTURES & APPLIANCES4.24.34.44.5BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.2UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.318" WIDE BREADBOARDS HAVE BEEN PROVIDED IN LIEU OF THE 30" WIDE WORK SURFACE PER1134A.4 EXCEPTION.2.4FULL HEIGHT PANTRY CABINETDOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE &TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER16/AD-03. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLELEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATHREMOVABLE BASE CABINETS24" WIDE DISHWASHER30" WIDE SLIDE-IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TOVENT TO EXTERIORREFRIGERATORMIRRORACCESSORIESUNIT RCP NOTES6AD-2110AD-2110AD-211.REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIRREGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT.2.REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKEDETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE.3.CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES.6.APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFITINSTALLATION.10.PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC.11.ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICALCONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON-PAPER FACED.12.WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PERDETAIL13.WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAILPENDANT / HANGING LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREWALL MOUNTED LIGHTACCESS PANELDIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATIONCEILING FANJUNCTION BOXJRECESSED LIGHT FIXTURECEILING HEIGHTUNIT RCP PLAN LEGENDSOFFIT, SEE PLANS FOR CEILING HEIGHTGYPSUM BOARD LINED JOIST BAY9'-0"42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE.3.810AD-21SOFFIT ABOVE CABINETS (7'-8" CLR. A.F.F. U.N.O)A. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE GRAB BAR INSTALLATION AT TOILET,BATHTUB, AND SHOWER.B. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE FOLD DOWN GRAB BAR INSTALLATION AT TOILET.3.96,10AD-032.5OPEN SHELVES ABOVE SINK2.64" HIGH BACKSPLASH6,7,14,15AD-8414AD-8416AD-039AD-03ELECTRICAL CONVENIENCE OUTLET IN FACE OF BASE CABINET FILLER PANEL OR INPONY WALL, PENINSULA AT LOCATIONS SHOWN, REQUIRED TO ACHIEVE ACCESSIBLEREACH RANGES4.0ACONCRETE ON LEVEL 1. CONCRETE TOPPING OVER DEPRESSED FRAMING AT UPPER LEVELSA4.01PONY WALLGENERAL4.022-HR FIRE RATED EXTERIOR DECK/PATIO POST5AD-55.1S7S8S9HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRAS19CAST-IN-PLACECONCRETE STAIRSCALE:51/4"=1'-0"UNIT 4.1F REFLECTED CEILING PLANSCALE:71/4"=1'-0"UNIT 4.1JSCALE:31/4"=1'-0"UNIT 4.1GSCALE:41/4"=1'-0"UNIT 4.1HSCALE:81/4"=1'-0"UNIT 4.1KAAA06-21-23 SLOPE MIN. 1/4" : 1'-0" SLOPE MIN. 1/4" : 1'-0" SLOPE MIN. 1/4" : 1'-0" SLOPE MIN. 1/4" : 1'-0" SLOPE MIN.1/4" : 1'-0"53'-2"10'-6"10'-3 1/2"11'-4 1/2"10'-3"10'-9"6'-8 1/2"4'-0 1/2"4'-0 1/2"6'-2 1/2"3'-10"4'-0"3'-6"6'-2"4'-1 1/2"3'-2 1/2"7'-3 1/2"20'-2 1/2"12'-3"20'-4 1/2"1'-6" 1'-6"25'-0" 25'-0"FFFFJ2"2"1/2"4'-1"2" 4'-1"2"53'-2"10'-6"10'-3 1/2"11'-4 1/2"10'-3"10'-9"6'-8 1/2"4'-0 1/2"4'-0 1/2"6'-2 1/2"3'-10"4'-0"3'-6"6'-2"4'-1 1/2"3'-2 1/2"7'-3 1/2"20'-2 1/2"12'-3"20'-4 1/2"1'-6" 1'-6"25'-0" 25'-0"FFFFJ2"2"1/2"4'-1"2" 4'-1"2"53'-2"10'-6"10'-3 1/2"11'-4 1/2"10'-3"10'-9"6'-10 1/2"3'-10 1/2"5'-0 1/2"5'-2 1/2"2'-0"4'-0"2'-4 1/2"5'-2 1/2"5'-1"4'-1"6'-5"21'-8"9'-3 1/2"21'-10 1/2"3 1/2" 3 1/2"25'-0" 25'-0"FFFJ2"2"1'-6"4'-8 1/2"2" 4'-8 1/2"2"1'-6"53'-2"10'-6"10'-3 1/2"11'-4 1/2"10'-3"10'-9"6'-8 1/2"4'-0 1/2"4'-0 1/2"6'-2 1/2"3'-10"4'-0"3'-6"6'-2"4'-1 1/2"3'-2 1/2"7'-3 1/2"20'-2 1/2"12'-3"20'-4 1/2"1'-6" 1'-6"25'-0" 25'-0"2"2"1/2"4'-1"2" 4'-1"2"FFFFJ53'-2"10'-6"10'-3 1/2"11'-4 1/2"10'-3"10'-9"6'-10 1/2"3'-10 1/2"5'-0 1/2"5'-2 1/2"2'-0"4'-0"2'-4 1/2"5'-2 1/2"5'-1"4'-1"6'-5"21'-8"9'-3 1/2"21'-10 1/2"3 1/2" 3 1/2"25'-0" 25'-0"FFFJ2"2"1'-6"4'-8 1/2"2" 4'-8 1/2"2"1'-6"CANOPYABOVETEMPTEMPTEMPTEMPTEMPFF9 1/2" 9 1/2"4.04.04.04.04.0UNIT 4.1 PLANVARIATIONSA5-44SCALE:11/4"=1'-0"UNIT 4.1LCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AUNIT PLAN KEYNOTESCOAT CLOSET : (S & P) SHELF AND POLE MOUNTED @ 70" AFF60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD.18" WIDE TOWEL BAR @ 40" A.F.F.1.ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS)U.N.O.2.ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERALDWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO3.EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH ENDWALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD.WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD.4.FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL5.PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS.6.MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS.7.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O.8.KITCHEN SINK TO HAVE REAR-SET GARBAGE DISPOSAL WITH AIR-GAP FOR DISHWASHER - SEE PLUMBING PLANSFOR FIXTURE SPECS.9.CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH.10.FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL11.NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS AREPERMITTED IN FIRE WALLS.12.CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NOGREATER THAN 5 POUNDS.13.ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES.14.VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION ANDINSTALLATION.15.VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES ANDCOMBUSTIBLE MATERIALS.16.RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING INFIRE-RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING.17.SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL.18.FOR NATURAL LIGHT AND VENTILATION CALCULATIONS, CASEMENT WINDOWS ARE ASSUMED TO PROVIDE 70%VISIBLE LIGHT AND 60% OPEN FOR VENTILATION, AND SLIDING WINDOWS ARE ASSUMED TO PROVIDE 75% VISIBLELIGHT AND 40% OPEN FOR VENTILATION, AND FRENCH DOORS ARE ASSUMED TO PROVIDE 50% VISIBLE LIGHT AND90% OPEN FOR VENTILATION.RECESSED ELECTRICAL SUB-PANEL, HIGHEST OPERABLE PART AT 48"MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MOREINFORMATION-AD-034AD-22FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNERLINEN SHELVES : 5 SHELVES EQUALLY SPACEDMINIMUM 30" WIDE WORK SURFACE WITH KNEE AND TOE CLEARANCES PER 6/AD-04.BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION-(S & P) - SINGLE SHELF AND POLE @ 70" AFF-(DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF-(SS) - SHELF STACK: 5 SHELVES EQUALLY SPACEDLINEN AT BATH: 3 SHELVES @ 40", 56" & 72"24" WIDE TOWEL BAR @ 40" A.F.F.MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH-A7-00-A7-30RECESSED LOW VOLTAGE SUB-PANEL - SEE ELECTRICAL DRAWINGS FORMORE INFORMATIONELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB-PANEL WHENOCCURS IN 2x4 FRAMED WALL.DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 2ITEMS 1 - 12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALLCOMPLY WITH OPTION 2 ITEMS 8 - 12.*LVELECFLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIPREQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A1.1XXXXUNIT PLAN NOTESUNIT PLAN LEGEND1.21.31.41.560"x30" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPEREDGLASS ENCLOSURE.2.13.13.23.33.43.5LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS.PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER &WASTE LINES.3.63.74.1TOILET PAPER HOLDER @ 19" A.F.F.RECESSED MEDICINE CABINETDOOR REFERENCEWINDOW REFERENCELOW WALL (SEE PLAN FOR HEIGHT)2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A UNITS, 2X4 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A UNITS, 2X6 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)1-1/2"x2-1/2" FURRED METAL STUD WALLF.M.C.FIXTURES & APPLIANCES4.24.34.44.5BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.2UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.318" WIDE BREADBOARDS HAVE BEEN PROVIDED IN LIEU OF THE 30" WIDE WORK SURFACE PER1134A.4 EXCEPTION.2.4FULL HEIGHT PANTRY CABINETDOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE &TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER16/AD-03. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLELEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATHREMOVABLE BASE CABINETS24" WIDE DISHWASHER30" WIDE SLIDE-IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TOVENT TO EXTERIORREFRIGERATORMIRRORACCESSORIESUNIT RCP NOTES6AD-2110AD-2110AD-211.REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIRREGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT.2.REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKEDETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE.3.CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES.6.APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFITINSTALLATION.10.PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC.11.ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICALCONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON-PAPER FACED.12.WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PERDETAIL13.WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAILPENDANT / HANGING LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREWALL MOUNTED LIGHTACCESS PANELDIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATIONCEILING FANJUNCTION BOXJRECESSED LIGHT FIXTURECEILING HEIGHTUNIT RCP PLAN LEGENDSOFFIT, SEE PLANS FOR CEILING HEIGHTGYPSUM BOARD LINED JOIST BAY9'-0"42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE.3.810AD-21SOFFIT ABOVE CABINETS (7'-8" CLR. A.F.F. U.N.O)A. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE GRAB BAR INSTALLATION AT TOILET,BATHTUB, AND SHOWER.B. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE FOLD DOWN GRAB BAR INSTALLATION AT TOILET.3.96,10AD-032.5OPEN SHELVES ABOVE SINK2.64" HIGH BACKSPLASH6,7,14,15AD-8414AD-8416AD-039AD-03ELECTRICAL CONVENIENCE OUTLET IN FACE OF BASE CABINET FILLER PANEL OR INPONY WALL, PENINSULA AT LOCATIONS SHOWN, REQUIRED TO ACHIEVE ACCESSIBLEREACH RANGES4.0ACONCRETE ON LEVEL 1. CONCRETE TOPPING OVER DEPRESSED FRAMING AT UPPER LEVELSA4.01PONY WALLGENERAL4.022-HR FIRE RATED EXTERIOR DECK/PATIO POST5AD-55.1S7S8S9HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRAS19CAST-IN-PLACECONCRETE STAIRSCALE:71/4"=1'-0"NOT USEDSCALE:31/4"=1'-0"UNIT 4.1NSCALE:41/4"=1'-0"UNIT 4.1PSCALE:81/4"=1'-0"NOT USEDSCALE:21/4"=1'-0"UNIT 4.1MSCALE:61/4"=1'-0"NOT USEDSCALE:51/4"=1'-0"UNIT 4.1QAAAAAAAAAA06-21-23 ELEC LV61'-10"61'-10"30'-6" 30'-6" 5'-6"25'-0"31'-3"18'-7"12'-0"U1aU7aU6aU7bU3aU8fU3aU8fU3aU5aU4aU4aU4aU3aU8bU2aU4aJJJJA10'-11"7'-8"10'-5"10'-3"10'-7"6'-10"3'-9"5'-0"5'-3"6'-6"3'-11"10'-5"6'-3 1/2"7'-3 1/2" VERIFY 3'-2"7'-5"11 1/2"1'-11"7'-4 1/2"11 1/2"1'-11"7'-4 1/2"3'-9"5'-1"3'-6 1/2"0"9'-2 1/2"7'-6"1'-0"1'-2 1/2"2'-1 1/2"7'-1"9'-5"10'-8"4'-3"4'-3"5'-5"4'-3"5'-5"5'-9"7"7"5 1/2"1'-0"2"17'-5"1'-0"2'-9" 3 TREADS @ 11" EACH 1'-9" 2'-6"2'-0"5'-6"VERIFY7"1'-0"7"4'-0"4'-6"3'-4"18'-11"2'-6"9 1/2"2'-6 1/2" 5'-8 1/2"0" 6'-3"7"3'-11 1/2"8" 3'-0" 1'-0"4'-8"2'-7 1/2"3'-8"8'-6 1/2"4'-6" VERIFY VERIFY 3'-2"2'-7"4'-10"2'-10 1/2"7'-4 1/2"2'-10 1/2"7'-4 1/2"3'-9"2'-3 1/2"4'-0"61'-10"31'-3"18'-7"12'-0"5 1/2"1'-0" SLOPE MIN. 1/4" : 1'-0" SLOPE MIN. 1/4" : 1'-0"DECK4.2BATH 3VINYL*BATH 1VINYLBATH 2VINYLBATH 4VINYLBEDROOM 1CARPETBEDROOM 2CARPETBEDROOM 3CARPETBEDROOM 4CARPETCLOSETCARPETCLOSETCARPETCLOSETCARPETCLOSETCARPETCLOSETVINYLLAUNDRYVINYLCLOSETVINYLKITCHENVINYLLIVINGVINYL4.33.51.23.54.24.33.54.24.33.71.11.13.23.12.32.23.33.43.42.41.23.54.24.31.51.51.51.5NAT. LIGHTING & VENT . CALC.ROOM AREA : 115 SFAREA REQU IRED : LIGHT (8%) = 10 SFVENT. (4%) = 5 SFAREA PROV IDED : LIGHT = 10.5 SFVENT. = 9 SF*REFER TO NOTE 18 FOR ADD ITIONAL INFONAT. L IGHT ING & VENT. CALC .ROOM AREA : 188 SFAREA REQUIRED: LIGHT (8%) = 16 SFVENT. (4%) = 8 SFAREA PROVIDED: LIGHT = 32 .5 SFVENT. = 30 SF*REFER TO NOTE 18 FOR ADD ITIONAL INFO NAT. LIGHTING & VENT . CALC.ROOM AREA : 100 SFAREA REQU IRED : LIGHT (8%) = 8 SFVENT. (4%) = 4 SFAREA PROV IDED : LIGHT = 10.5 SFVENT. = 9 SF*REFER TO NOTE 18 FOR ADD ITIONAL INFO NAT. LIGHTING & VENT . CALC.ROOM AREA : 111 SFAREA REQU IRED : LIGHT (8%) = 9 SFVENT. (4%) = 4.5 SFAREA PROV IDED : LIGHT = 10.5 SFVENT. = 9 SF*REFER TO NOTE 18 FOR ADD ITIONAL INFO NAT. L IGHT ING & VENT. CALC .ROOM AREA : 111 SFAREA REQUIRED: LIGHT (8%) = 9 SFVENT. (4%) = 4.5 SFAREA PROVIDED: LIGHT = 10 .5 SFVENT. = 9 SF*REFER TO NOTE 18 FOR ADDIT IONAL INFOPROVIDE GUTTER ANDDOWNSPOUT AT 5TH FLOORDECK, CONNECT TO ADJACENTROOF DOWNSPOUT4.44.44.44.42.33.93.91.23.93.91'-9"4.04.012" MIN 23" MIN UP S9S8S19S72.1ELEC LV1'-0"54x44 48x48 1'-6"54x4236x4236x42 54x42 36x42 54x42 1'-6"1'-6"1'-6"1'-6"36x42 54x42 54x4236x421'-6" 36x42 54x421'-6"36x42 54x42 1'-6"36x42 54x421'-6"54x4236x421'-6" 36x42 54x42 1'-6"MIN. 36" CLEARMIN. 36"CLEAR18" CLR.MIN. 24"CLEAR6'-10 1/2"1'-10" MIN. 48" CLEAR MIN. 48" CLEAR12" MIN 23" MIN UP 2.3UNIT 4.2 PLANSA5-45SCALE:11/4"=1'-0"UNIT 4.2ACCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AUNIT PLAN KEYNOTESCOAT CLOSET : (S & P) SHELF AND POLE MOUNTED @ 70" AFF60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD.18" WIDE TOWEL BAR @ 40" A.F.F.1.ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS)U.N.O.2.ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERALDWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO3.EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH ENDWALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD.WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD.4.FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL5.PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS.6.MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS.7.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O.8.KITCHEN SINK TO HAVE REAR-SET GARBAGE DISPOSAL WITH AIR-GAP FOR DISHWASHER - SEE PLUMBING PLANSFOR FIXTURE SPECS.9.CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH.10.FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL11.NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS AREPERMITTED IN FIRE WALLS.12.CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NOGREATER THAN 5 POUNDS.13.ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES.14.VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION ANDINSTALLATION.15.VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES ANDCOMBUSTIBLE MATERIALS.16.RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING INFIRE-RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING.17.SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL.18.FOR NATURAL LIGHT AND VENTILATION CALCULATIONS, CASEMENT WINDOWS ARE ASSUMED TO PROVIDE 70%VISIBLE LIGHT AND 60% OPEN FOR VENTILATION, AND SLIDING WINDOWS ARE ASSUMED TO PROVIDE 75% VISIBLELIGHT AND 40% OPEN FOR VENTILATION, AND FRENCH DOORS ARE ASSUMED TO PROVIDE 50% VISIBLE LIGHT AND90% OPEN FOR VENTILATION.RECESSED ELECTRICAL SUB-PANEL, HIGHEST OPERABLE PART AT 48"MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MOREINFORMATION-AD-034AD-22FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNERLINEN SHELVES : 5 SHELVES EQUALLY SPACEDMINIMUM 30" WIDE WORK SURFACE WITH KNEE AND TOE CLEARANCES PER 6/AD-04.BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION-(S & P) - SINGLE SHELF AND POLE @ 70" AFF-(DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF-(SS) - SHELF STACK: 5 SHELVES EQUALLY SPACEDLINEN AT BATH: 3 SHELVES @ 40", 56" & 72"24" WIDE TOWEL BAR @ 40" A.F.F.MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH-A7-00-A7-30RECESSED LOW VOLTAGE SUB-PANEL - SEE ELECTRICAL DRAWINGS FORMORE INFORMATIONELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB-PANEL WHENOCCURS IN 2x4 FRAMED WALL.DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 2ITEMS 1 - 12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALLCOMPLY WITH OPTION 2 ITEMS 8 - 12.*LVELECFLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIPREQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A1.1XXXXUNIT PLAN NOTESUNIT PLAN LEGEND1.21.31.41.560"x30" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPEREDGLASS ENCLOSURE.2.13.13.23.33.43.5LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS.PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER &WASTE LINES.3.63.74.1TOILET PAPER HOLDER @ 19" A.F.F.RECESSED MEDICINE CABINETDOOR REFERENCEWINDOW REFERENCELOW WALL (SEE PLAN FOR HEIGHT)2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A UNITS, 2X4 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A UNITS, 2X6 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)1-1/2"x2-1/2" FURRED METAL STUD WALLF.M.C.FIXTURES & APPLIANCES4.24.34.44.5BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.2UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.318" WIDE BREADBOARDS HAVE BEEN PROVIDED IN LIEU OF THE 30" WIDE WORK SURFACE PER1134A.4 EXCEPTION.2.4FULL HEIGHT PANTRY CABINETDOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE &TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER16/AD-03. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLELEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATHREMOVABLE BASE CABINETS24" WIDE DISHWASHER30" WIDE SLIDE-IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TOVENT TO EXTERIORREFRIGERATORMIRRORACCESSORIESUNIT RCP NOTES6AD-2110AD-2110AD-211.REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIRREGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT.2.REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKEDETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE.3.CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES.6.APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFITINSTALLATION.10.PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC.11.ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICALCONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON-PAPER FACED.12.WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PERDETAIL13.WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAILPENDANT / HANGING LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREWALL MOUNTED LIGHTACCESS PANELDIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATIONCEILING FANJUNCTION BOXJRECESSED LIGHT FIXTURECEILING HEIGHTUNIT RCP PLAN LEGENDSOFFIT, SEE PLANS FOR CEILING HEIGHTGYPSUM BOARD LINED JOIST BAY9'-0"42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE.3.810AD-21SOFFIT ABOVE CABINETS (7'-8" CLR. A.F.F. U.N.O)A. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE GRAB BAR INSTALLATION AT TOILET,BATHTUB, AND SHOWER.B. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE FOLD DOWN GRAB BAR INSTALLATION AT TOILET.3.96,10AD-032.5OPEN SHELVES ABOVE SINK2.64" HIGH BACKSPLASH6,7,14,15AD-8414AD-8416AD-039AD-03ELECTRICAL CONVENIENCE OUTLET IN FACE OF BASE CABINET FILLER PANEL OR INPONY WALL, PENINSULA AT LOCATIONS SHOWN, REQUIRED TO ACHIEVE ACCESSIBLEREACH RANGES4.0ACONCRETE ON LEVEL 1. CONCRETE TOPPING OVER DEPRESSED FRAMING AT UPPER LEVELSA4.01PONY WALLGENERAL4.022-HR FIRE RATED EXTERIOR DECK/PATIO POST5AD-55.1S7S8S9HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRAS19CAST-IN-PLACECONCRETE STAIRSCALE:31/4"=1'-0"UNIT 4.2 ACCESSIBILITY PLANSCALE:21/4"=1'-0"UNIT 4.2BAAAAAAAAAA06-21-23 9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"7'-6"9'-0"9'-0"0"1'-2"7'-6"8'-0"BATH 3ABCD4.43.54.24.33.74.5KITCHENB3'-0"1'-6"3'-2"3.23.13.33.43.32.12.22.3BATH 1 & 2ABCD1.24.43.54.52.4C3.4BATH 4ABCD4.43.54.51'-6"5'-0"2'-1 1/4"4'-6 3/4"5'-6 1/2"5'-2"5'-0"5'-0"5'-0"5'-0"3'-0"2'-0"5'-0"1'-6"5'-0"2'-7"2'-7"1'-6"5'-0"2'-7"1'-6"5'-0"2'-7"10'-0"5'-0"1'-9"2'-10"4'-0"4'-0"4'-0"1'-9 1/2" 1'-9 1/2"2'-6"5'-10"7'-11"5'-0"A2.3UNIT 4.2 PLAN ANDINTERIOR ELEVATIONSA5-46SCALE:11/4"=1'-0"UNIT 4.2 REFLECTED CEILING PLANCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AUNIT PLAN KEYNOTESCOAT CLOSET : (S & P) SHELF AND POLE MOUNTED @ 70" AFF60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD.18" WIDE TOWEL BAR @ 40" A.F.F.1.ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS)U.N.O.2.ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERALDWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO3.EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH ENDWALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD.WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD.4.FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL5.PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS.6.MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS.7.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O.8.KITCHEN SINK TO HAVE REAR-SET GARBAGE DISPOSAL WITH AIR-GAP FOR DISHWASHER - SEE PLUMBING PLANSFOR FIXTURE SPECS.9.CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH.10.FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL11.NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS AREPERMITTED IN FIRE WALLS.12.CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NOGREATER THAN 5 POUNDS.13.ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES.14.VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION ANDINSTALLATION.15.VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES ANDCOMBUSTIBLE MATERIALS.16.RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING INFIRE-RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING.17.SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL.18.FOR NATURAL LIGHT AND VENTILATION CALCULATIONS, CASEMENT WINDOWS ARE ASSUMED TO PROVIDE 70%VISIBLE LIGHT AND 60% OPEN FOR VENTILATION, AND SLIDING WINDOWS ARE ASSUMED TO PROVIDE 75% VISIBLELIGHT AND 40% OPEN FOR VENTILATION, AND FRENCH DOORS ARE ASSUMED TO PROVIDE 50% VISIBLE LIGHT AND90% OPEN FOR VENTILATION.RECESSED ELECTRICAL SUB-PANEL, HIGHEST OPERABLE PART AT 48"MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MOREINFORMATION-AD-034AD-22FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNERLINEN SHELVES : 5 SHELVES EQUALLY SPACEDMINIMUM 30" WIDE WORK SURFACE WITH KNEE AND TOE CLEARANCES PER 6/AD-04.BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION-(S & P) - SINGLE SHELF AND POLE @ 70" AFF-(DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF-(SS) - SHELF STACK: 5 SHELVES EQUALLY SPACEDLINEN AT BATH: 3 SHELVES @ 40", 56" & 72"24" WIDE TOWEL BAR @ 40" A.F.F.MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH-A7-00-A7-30RECESSED LOW VOLTAGE SUB-PANEL - SEE ELECTRICAL DRAWINGS FORMORE INFORMATIONELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB-PANEL WHENOCCURS IN 2x4 FRAMED WALL.DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 2ITEMS 1 - 12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALLCOMPLY WITH OPTION 2 ITEMS 8 - 12.*LVELECFLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIPREQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A1.1XXXXUNIT PLAN NOTESUNIT PLAN LEGEND1.21.31.41.560"x30" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCINGFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPEREDGLASS ENCLOSURE.2.13.13.23.33.43.5LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS.PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER &WASTE LINES.3.63.74.1TOILET PAPER HOLDER @ 19" A.F.F.RECESSED MEDICINE CABINETDOOR REFERENCEWINDOW REFERENCELOW WALL (SEE PLAN FOR HEIGHT)2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A UNITS, 2X4 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A UNITS, 2X6 FIRE-RETARDANTTREATED WOOD STUD AT ALL OTHER LOCATIONS)1-1/2"x2-1/2" FURRED METAL STUD WALLF.M.C.FIXTURES & APPLIANCES4.24.34.44.5BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.2UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION2.318" WIDE BREADBOARDS HAVE BEEN PROVIDED IN LIEU OF THE 30" WIDE WORK SURFACE PER1134A.4 EXCEPTION.2.4FULL HEIGHT PANTRY CABINETDOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE &TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER16/AD-03. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLELEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATHREMOVABLE BASE CABINETS24" WIDE DISHWASHER30" WIDE SLIDE-IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TOVENT TO EXTERIORREFRIGERATORMIRRORACCESSORIESUNIT RCP NOTES6AD-2110AD-2110AD-211.REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIRREGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT.2.REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKEDETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE.3.CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES.6.APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFITINSTALLATION.10.PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC.11.ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICALCONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON-PAPER FACED.12.WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PERDETAIL13.WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAILPENDANT / HANGING LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREWALL MOUNTED LIGHTACCESS PANELDIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATIONCEILING FANJUNCTION BOXJRECESSED LIGHT FIXTURECEILING HEIGHTUNIT RCP PLAN LEGENDSOFFIT, SEE PLANS FOR CEILING HEIGHTGYPSUM BOARD LINED JOIST BAY9'-0"42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE.3.810AD-21SOFFIT ABOVE CABINETS (7'-8" CLR. A.F.F. U.N.O)A. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE GRAB BAR INSTALLATION AT TOILET,BATHTUB, AND SHOWER.B. PROVIDE GRAB BAR BACKING IN WALL FOR FUTURE FOLD DOWN GRAB BAR INSTALLATION AT TOILET.3.96,10AD-032.5OPEN SHELVES ABOVE SINK2.64" HIGH BACKSPLASH6,7,14,15AD-8414AD-8416AD-039AD-03ELECTRICAL CONVENIENCE OUTLET IN FACE OF BASE CABINET FILLER PANEL OR INPONY WALL, PENINSULA AT LOCATIONS SHOWN, REQUIRED TO ACHIEVE ACCESSIBLEREACH RANGES4.0ACONCRETE ON LEVEL 1. CONCRETE TOPPING OVER DEPRESSED FRAMING AT UPPER LEVELSA4.01PONY WALLGENERAL4.022-HR FIRE RATED EXTERIOR DECK/PATIO POST5AD-55.1S7S8S9HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRAS19CAST-IN-PLACECONCRETE STAIRSCALE:21/4"=1'-0"UNIT 4.2 INTERIOR ELEVATIONSAAAA06-21-23 (2) FUTUREGREASE SHAFTSABOVECORRIDORVENTILATIONSHAFTUPUP1.5%FECILG22STAIR A4122.66'DN8%122.66'123.122.74'8'-9"8'-2 1/2"19'-9 1/2"7'-4 3/4"2'-9 3/4"9"9"1'-3"6'-5 1/8"4'-6 1/8"22'-1 1/4"3'-0"16'-1 1/4"3'-0"3'-2 5/8"6'-10"16'-6 1/2"10'-11"13'-3"1'-6 1/2"21'-0 3/4"3'-1 1/4"16'-5 1/2" R.O.2'-5 3/4"1'-3"7'-0 7/8"3'-0 3/4"8'-9 5/8"1'-6"5'-4"39'-8 1/4"12'-8 1/4"14'-4"10'-6"6'-8 1/2"16'-2 7/8"13'-2 1/8"5'-0"6'-8 1/2"5'-0"25'-10 1/2"2'-2"1'-2"3'-5 3/4"7'-2 3/4"1'-0"4'-3"1'-0"26'-2"4'-10"24'-7"1'-0"1'-0" TYP.1'-6"3'-1 1/2"3'-6"1'-6"4'-10"11'-4"15'-5 1/2"6'-1 3/4"8'-1 5/8"8 5/8"2'-4 1/2"3'-8 7/8"17'-4 1/2"20'-1 3/4" R.O.15'-6"7'-6 3/4"5 1/2"7'-6 1/2"2'-5 3/4"24'-7 1/2"CENTERLINE OF STEEL TYP.12'-7 3/8"9'-8 1/2"6'-7 1/2" R.O.2'-0"2'-0 1/4"45°7/8"2'-6 5/8"3'-5 1/4"45°8'-0 1/2"CENTERLINEOF STEELINSIDECORNER OFSTUD WALL41'-9"13'-10 3/8"3'-0 3/4"1'-0 1/2"1'-0 1/2"9 5/8"7 3/4"1'-11 5/8"A-2, 1348 S.F.A-2, 2526 S.F.4'-0"3'-6"4'-0" 4'-0"5'-4"5'-10 1/2"6'-0"RESTAURANTENLARGED PLAN -LEVEL 1A5-50CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING COMPOSITE PLAN NOTES6AD-311.THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS,ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TOTHE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION.2.UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THELEGAL ADDRESS.3.FOR GENERAL ACCESSIBILITY INFORMATION, SEE4.ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O.5.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O.6.PROVIDE PENETRATION FIRESTOP SYSTEMS PER7.THE FLAME-SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY8.WITH CBC 803.9.INTERIOR TRIMS SHALL COMPLY WITH CBC 806.10.PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING,PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE FIRE-RATEDACCESS PANELS WITH SELF CLOSING DEVICES.11.PROVIDE ACOUSTICAL ASSEMBLIES PER12.INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806.13.MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER14.VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2.15.SEE STRUCTURAL DRAWINGS FOR:A)SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHINGB)SPECIAL NAILING AND BLOCKING REQUIREMENTS15.PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIORBALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROMIRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNINGPERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BEVENTILATED. IN FIRE-RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLERPROTECTION SHALL BE EXTENDED TO THOSE AREAS.16.WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW ORIRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALLELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTEDAND APPROVED.17.PARKING GARAGE TYPE-IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE-RESISTIVE CONSTRUCTIONTHROUGHOUT.18.VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%)19.FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPEPROTECTION PER20.GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FORSUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC.21.THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FORSECURITY AND SAFETY.22.ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROMDRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS.23.SEE SHEETS A0-11 THRU A0-25 FOR ALL WALL FIRE RATINGS AND CORRESPONDING DETAILS24.SEE SHEETS A0-31 THRU A0-45 FOR EXITING ANALYSIS INCLUDING ROOM NAME, SQUARE FOOTAGE,OCCUPANT LOAD FACTOR, NUMBER OF OCCUPANTS AND OCCUPANCY TYPE25.CEILING FIXTURES THAT ARE RECESSED INTO FLOOR/CEILING ASSEMBLIES SHALL BE PROTECTED VIA LINEDJOIST BAY PER DETAIL 6/AD-21.26.PROVIDE CONTINUOUS DRYWALL BEHIND TUBS PER DETAIL 20/AD-22.27.CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINECABINETS PER DETAIL 4/AD-22.28.FOR TYPICAL CORRIDOR SECTION INCLUDING NOTES AND DETAILS, SEE29.INTERIOR FLOOR FINISHES SHALL SHOW COMPLIANCE WITH CBC SECTION 804.4AD-20ALLAD-02.1 ALLAD-01TOKEYNOTESMECHANICAL SHAFT - SEE MECHANICAL DRAWINGSLINE OF FLOOR ABOVEFIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF,SEMI-RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITHLOCAL FIRE AUTHORITY.BUILDING PLAN LEGENDDOOR SYMBOLFLOOR DRAIN - SEE PLMBXXWINDOW & STOREFRONT SYMBOL -A7-20-A7-404AD-22FECDOWNSPOUTDSFDDIRECTION OF SLOPE - 1/4" / FT U.N.O.ALLAD-2018AD-2212-A7-10-A7-30ACCESSIBLE PARKING SPACEALLAD-32ALLAD-41.1WATERPROOF TRAFFIC COATINGFRAMED WALL - 6" METAL STUDCONCRETE COLUMNMAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROMACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEARAFF IN ALL OTHER LOCATIONS OF GARAGE.FULL HEIGHT STEEL FENCING-X"DEPRESSIONSLOPE TO LEVELLEVEL TO SLOPEDEPRESSION TO SLOPE-X"16AD-3140" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVEFRAMED WALL - 3-5/8" METAL STUDAIRCRAFT CABLE VEHICULAR BARRIERSPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O.SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS-3" FSFS = FINISH SURFACETOC = TOP OF STRUCTURAL CONCRETE SLABTO CURB = TOP OF CURB-6" TOC19AD-31CONCRETE WHEEL STOPDETECTABLE WARNINGS, MIN 36" WIDECONCRETE TOPPING SLAB(PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.)COLUMN CAPCMU WALL - SEE STRUCTURALFRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURBCONCRETE WALL - SEE STRUCTURALCONCRETE STRUCTURAL SLAB TRANSITIONSRETAIL PARKING SPACE3GUEST PARKING SPACE4EV READY SPACE (FUTURE)5EV CHARGING SPACE (INSTALLED)6CLEAN AIR VEHICLE PARKING SPACE742" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-318ACCESSIBLE PARKING SPACE - MAX 2% SLOPE9VEHICULAR HEADROOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOORB. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR103AD-3112AD-31DIAGONAL STRIPING, REFER TO DETAIL 6/AD-011112AD-01EXPANSION JOINT, REFER TO SHEET AD-3312STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITIONWALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OFCONCRETE SLAB ABOVE.13DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB14EVELECTRIC VEHICLE CHARGING STATIONSEE SCHEDULESSEE DOOR SCHEDULESALLAD-55ALLAD-56PROVIDE SIGNAGE & BRAILLE ADJACENT TO DOORS LEADING INTO PARKING GARAGEAS A MEANS OF PROVIDING DETECTABLE WARNINGS PER DETAIL15EXTENT OF EXTERIOR STUCCO FINISH1AD-31.11AD-31.11AD-31.15AD-31.12AD-31.13 & 4AD-31.15,6 & 9AD-0121AD-718 & 12AD-27ROOM NUMBER */ UNIT NUMBERROOM NAME / UNIT TYPEXX001A5-XXSHEET REFERENCE* ROOM NUMBERS BEGINNING WITH 'P'HAVE BEEN ASSIGNED BY ARCHITECTFOR PROJECT COMMUNICATION. THESEROOM NUMBERS ARE NOT PART OF THEADDRESSING SYSTEM.REFER TO SHEET A5-87 FOR ENLARGED RAMP PLANS A2 THROUGH A716REFER TO SHEET A5-88 FOR ENLARGED RAMP PLANS A8 THROUGH A1417REFER TO SHEET A5-89 FOR ENLARGED RAMP PLANS B1 THROUGH B5182-HR RATED ACCESS PANEL, 18" (W) X 24" (H)19A2-HR RATED ERRCS SHAFT WITH 90 MIN. ACCESS PANEL, 12" (W) X 12" (H)20STORM WATER DETENSION BASIN, SEE CIVIL DRAWINGS21AGATE AND FENCE2220AD-52.1SCALE:11/4"=1'-0"RESTAURANT - LEVEL 1AA06-21-23 (2) FUTUREGREASE SHAFTSABOVECORRIDORVENTILATIONSHAFTRWDNUPFEC OPEN TO BELOWTSRQP.6P.5P.4PN.4N12.14.44.85.25.522'-1 1/4"2 1/8"1'-7"ALL82.11A5-75TYP.POOLEQUIPMENTP219A5-51RETAIL/ RESTAURANTUTILITY CLOSETP220A5-51RESIDENT STORAGEP217A5-51&53CHUTEACCESS ROOMP218A5-94STAIR A4U, 444 S.F.U, 399 S.F.U, 1,470 S.F.R-2, 152 S.F.13'-1 3/4"12'-9 3/4"32'-8" 3'-4"6'-6 1/4"4'-6"8'-0 1/4"20'-7 1/2"12'-4"10'-8 1/2"19CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ARESTAURANT, POOLEQUIPMENTENLARGED PLAN -LEVEL 2A5-51BUILDING COMPOSITE PLAN NOTES6AD-311.THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS,ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TOTHE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION.2.UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THELEGAL ADDRESS.3.FOR GENERAL ACCESSIBILITY INFORMATION, SEE4.ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O.5.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O.6.PROVIDE PENETRATION FIRESTOP SYSTEMS PER7.THE FLAME-SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY8.WITH CBC 803.9.INTERIOR TRIMS SHALL COMPLY WITH CBC 806.10.PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING,PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE FIRE-RATEDACCESS PANELS WITH SELF CLOSING DEVICES.11.PROVIDE ACOUSTICAL ASSEMBLIES PER12.INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806.13.MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER14.VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2.15.SEE STRUCTURAL DRAWINGS FOR:A)SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHINGB)SPECIAL NAILING AND BLOCKING REQUIREMENTS15.PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIORBALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROMIRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNINGPERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BEVENTILATED. IN FIRE-RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLERPROTECTION SHALL BE EXTENDED TO THOSE AREAS.16.WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW ORIRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALLELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTEDAND APPROVED.17.PARKING GARAGE TYPE-IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE-RESISTIVE CONSTRUCTIONTHROUGHOUT.18.VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%)19.FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPEPROTECTION PER20.GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FORSUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC.21.THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FORSECURITY AND SAFETY.22.ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROMDRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS.23.SEE SHEETS A0-11 THRU A0-25 FOR ALL WALL FIRE RATINGS AND CORRESPONDING DETAILS24.SEE SHEETS A0-31 THRU A0-45 FOR EXITING ANALYSIS INCLUDING ROOM NAME, SQUARE FOOTAGE,OCCUPANT LOAD FACTOR, NUMBER OF OCCUPANTS AND OCCUPANCY TYPE25.CEILING FIXTURES THAT ARE RECESSED INTO FLOOR/CEILING ASSEMBLIES SHALL BE PROTECTED VIA LINEDJOIST BAY PER DETAIL 6/AD-21.26.PROVIDE CONTINUOUS DRYWALL BEHIND TUBS PER DETAIL 20/AD-22.27.CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINECABINETS PER DETAIL 4/AD-22.28.FOR TYPICAL CORRIDOR SECTION INCLUDING NOTES AND DETAILS, SEE29.INTERIOR FLOOR FINISHES SHALL SHOW COMPLIANCE WITH CBC SECTION 804.4AD-20ALLAD-02.1 ALLAD-01TOKEYNOTESMECHANICAL SHAFT - SEE MECHANICAL DRAWINGSLINE OF FLOOR ABOVEFIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF,SEMI-RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITHLOCAL FIRE AUTHORITY.BUILDING PLAN LEGENDDOOR SYMBOLFLOOR DRAIN - SEE PLMBXXWINDOW & STOREFRONT SYMBOL -A7-20-A7-404AD-22FECDOWNSPOUTDSFDDIRECTION OF SLOPE - 1/4" / FT U.N.O.ALLAD-2018AD-2212-A7-10-A7-30ACCESSIBLE PARKING SPACEALLAD-32ALLAD-41.1WATERPROOF TRAFFIC COATINGFRAMED WALL - 6" METAL STUDCONCRETE COLUMNMAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROMACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEARAFF IN ALL OTHER LOCATIONS OF GARAGE.FULL HEIGHT STEEL FENCING-X"DEPRESSIONSLOPE TO LEVELLEVEL TO SLOPEDEPRESSION TO SLOPE-X"16AD-3140" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVEFRAMED WALL - 3-5/8" METAL STUDAIRCRAFT CABLE VEHICULAR BARRIERSPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O.SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS-3" FSFS = FINISH SURFACETOC = TOP OF STRUCTURAL CONCRETE SLABTO CURB = TOP OF CURB-6" TOC19AD-31CONCRETE WHEEL STOPDETECTABLE WARNINGS, MIN 36" WIDECONCRETE TOPPING SLAB(PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.)COLUMN CAPCMU WALL - SEE STRUCTURALFRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURBCONCRETE WALL - SEE STRUCTURALCONCRETE STRUCTURAL SLAB TRANSITIONSRETAIL PARKING SPACE3GUEST PARKING SPACE4EV READY SPACE (FUTURE)5EV CHARGING SPACE (INSTALLED)6CLEAN AIR VEHICLE PARKING SPACE742" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-318ACCESSIBLE PARKING SPACE - MAX 2% SLOPE9VEHICULAR HEADROOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOORB. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR103AD-3112AD-31DIAGONAL STRIPING, REFER TO DETAIL 6/AD-011112AD-01EXPANSION JOINT, REFER TO SHEET AD-3312STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITIONWALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OFCONCRETE SLAB ABOVE.13DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB14EVELECTRIC VEHICLE CHARGING STATIONSEE SCHEDULESSEE DOOR SCHEDULESALLAD-55ALLAD-56PROVIDE SIGNAGE & BRAILLE ADJACENT TO DOORS LEADING INTO PARKING GARAGEAS A MEANS OF PROVIDING DETECTABLE WARNINGS PER DETAIL15EXTENT OF EXTERIOR STUCCO FINISH1AD-31.11AD-31.11AD-31.15AD-31.12AD-31.13 & 4AD-31.15,6 & 9AD-0121AD-718 & 12AD-27ROOM NUMBER */ UNIT NUMBERROOM NAME / UNIT TYPEXX001A5-XXSHEET REFERENCE* ROOM NUMBERS BEGINNING WITH 'P'HAVE BEEN ASSIGNED BY ARCHITECTFOR PROJECT COMMUNICATION. THESEROOM NUMBERS ARE NOT PART OF THEADDRESSING SYSTEM.REFER TO SHEET A5-87 FOR ENLARGED RAMP PLANS A2 THROUGH A716REFER TO SHEET A5-88 FOR ENLARGED RAMP PLANS A8 THROUGH A1417REFER TO SHEET A5-89 FOR ENLARGED RAMP PLANS B1 THROUGH B5182-HR RATED ACCESS PANEL, 18" (W) X 24" (H)19A2-HR RATED ERRCS SHAFT WITH 90 MIN. ACCESS PANEL, 12" (W) X 12" (H)20STORM WATER DETENSION BASIN, SEE CIVIL DRAWINGS21AGATE AND FENCE2220AD-52.1SCALE:11/4"=1'-0"RESTAURANT - LEVEL 2REFER TO A5-50 FORRESTAURANT LEVEL 2DIMENSIONSAAAAA06-21-23 4CIT2-99TENANT2PARCELAT 15"AFFDN5%123.16'123.16'123.16'123.00'DNCY NARROWRONT LOADOMPACTEDWASTE3CY NARROWFRONT LOADCOMPACTEDRECYCLINGDN8%122.66'123.00'1.6%123.00'123.16'DN.66'122.66'123.00'SPSPTSRQP.6P5.5NMLK6.27.28.28.58.716'-10"30'-4"30'-4"16'-3 1/2"4'-5"8'-9"8'-2 1/2"18'-11 1/4"7'-4 3/4"14'-10 3/4"21'-7 1/4"8'-0 1/4"9'-0 3/4"1'-0"1'-6 1/2"2'-0"12'-0"3'-2"12'-0"3'-2"12'-0"3'-2"12'-0"3'-2"12'-0"1'-2 1/2"1'-6"1'-3"1'-3"1'-3"TYP. 1'-3"1'-3"2'-3 1/2"1'-2 1/2" 2'-10"1'-6"1'-8 1/2"7'-3"7'-4"10'-9 1/4"7'-10 1/2"1 3/4"21'-7 1/4"7"56'-6"3'-6"24'-1 7/8"10'-6"22'-0"7'-0"13'-4 1/8"12'-8 1/4"2'-2 1/2"12'-1 1/2"9'-5 3/4"1'-0 1/4"6'-8 1/2"10'-0"3'-4 1/8"2'-11 7/8"4'-0 1/8"9'-0 3/4"1'-0"Q.1M.410'-9 1/4"13'-2 1/2"1'-11 1/2"13'-2 1/2"1'-11 1/2"13'-2 1/2"1'-11 1/2"2'-7 3/4"12'-3 1/2" R.O.2"3 5/8"9 5/8"6 1/2"4'-5 1/2"F.O.STUD/EDGE OF SLAB13'-2 1/2"1'-11 1/2"1'-3"TYP.CENTERLINE OF STEEL 13'-2 1/2"1'-11 1/2"13'-2 1/2"10 1/4"T.110"3"4'-4 3/4"5'-4 3/4"ALL82.1TYP.MPOERETAILP121A5-521A2-302A2-30NOTE: PRIMARY EXTERIORENTRIES SHALL BE COVERED TOPREVENT WATER INTRUSION BYUSING NONABSORBENT FLOORAND WALL FINISHES WITHIN ATLEAST 2 FEET AROUND ANDPERPENDICULAR TO SUCHOPENINGSNOTE: PRIMARY EXTERIORENTRIES SHALL BE COVERED TOPREVENT WATER INTRUSION BYUSING NONABSORBENT FLOORAND WALL FINISHES WITHIN ATLEAST 2 FEET AROUND ANDPERPENDICULAR TO SUCHOPENINGS4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0"M, 8,283 S.F.R-2, 103 S.F.CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ARETAIL ENLARGEDPLAN - LEVEL 1A5-52BUILDING COMPOSITE PLAN NOTES6AD-311.THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS,ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TOTHE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION.2.UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THELEGAL ADDRESS.3.FOR GENERAL ACCESSIBILITY INFORMATION, SEE4.ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O.5.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O.6.PROVIDE PENETRATION FIRESTOP SYSTEMS PER7.THE FLAME-SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY8.WITH CBC 803.9.INTERIOR TRIMS SHALL COMPLY WITH CBC 806.10.PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING,PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE FIRE-RATEDACCESS PANELS WITH SELF CLOSING DEVICES.11.PROVIDE ACOUSTICAL ASSEMBLIES PER12.INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806.13.MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER14.VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2.15.SEE STRUCTURAL DRAWINGS FOR:A)SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHINGB)SPECIAL NAILING AND BLOCKING REQUIREMENTS15.PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIORBALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROMIRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNINGPERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BEVENTILATED. IN FIRE-RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLERPROTECTION SHALL BE EXTENDED TO THOSE AREAS.16.WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW ORIRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALLELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTEDAND APPROVED.17.PARKING GARAGE TYPE-IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE-RESISTIVE CONSTRUCTIONTHROUGHOUT.18.VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%)19.FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPEPROTECTION PER20.GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FORSUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC.21.THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FORSECURITY AND SAFETY.22.ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROMDRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS.23.SEE SHEETS A0-11 THRU A0-25 FOR ALL WALL FIRE RATINGS AND CORRESPONDING DETAILS24.SEE SHEETS A0-31 THRU A0-45 FOR EXITING ANALYSIS INCLUDING ROOM NAME, SQUARE FOOTAGE,OCCUPANT LOAD FACTOR, NUMBER OF OCCUPANTS AND OCCUPANCY TYPE25.CEILING FIXTURES THAT ARE RECESSED INTO FLOOR/CEILING ASSEMBLIES SHALL BE PROTECTED VIA LINEDJOIST BAY PER DETAIL 6/AD-21.26.PROVIDE CONTINUOUS DRYWALL BEHIND TUBS PER DETAIL 20/AD-22.27.CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINECABINETS PER DETAIL 4/AD-22.28.FOR TYPICAL CORRIDOR SECTION INCLUDING NOTES AND DETAILS, SEE29.INTERIOR FLOOR FINISHES SHALL SHOW COMPLIANCE WITH CBC SECTION 804.4AD-20ALLAD-02.1 ALLAD-01TOKEYNOTESMECHANICAL SHAFT - SEE MECHANICAL DRAWINGSLINE OF FLOOR ABOVEFIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF,SEMI-RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITHLOCAL FIRE AUTHORITY.BUILDING PLAN LEGENDDOOR SYMBOLFLOOR DRAIN - SEE PLMBXXWINDOW & STOREFRONT SYMBOL -A7-20-A7-404AD-22FECDOWNSPOUTDSFDDIRECTION OF SLOPE - 1/4" / FT U.N.O.ALLAD-2018AD-2212-A7-10-A7-30ACCESSIBLE PARKING SPACEALLAD-32ALLAD-41.1WATERPROOF TRAFFIC COATINGFRAMED WALL - 6" METAL STUDCONCRETE COLUMNMAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROMACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEARAFF IN ALL OTHER LOCATIONS OF GARAGE.FULL HEIGHT STEEL FENCING-X"DEPRESSIONSLOPE TO LEVELLEVEL TO SLOPEDEPRESSION TO SLOPE-X"16AD-3140" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVEFRAMED WALL - 3-5/8" METAL STUDAIRCRAFT CABLE VEHICULAR BARRIERSPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O.SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS-3" FSFS = FINISH SURFACETOC = TOP OF STRUCTURAL CONCRETE SLABTO CURB = TOP OF CURB-6" TOC19AD-31CONCRETE WHEEL STOPDETECTABLE WARNINGS, MIN 36" WIDECONCRETE TOPPING SLAB(PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.)COLUMN CAPCMU WALL - SEE STRUCTURALFRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURBCONCRETE WALL - SEE STRUCTURALCONCRETE STRUCTURAL SLAB TRANSITIONSRETAIL PARKING SPACE3GUEST PARKING SPACE4EV READY SPACE (FUTURE)5EV CHARGING SPACE (INSTALLED)6CLEAN AIR VEHICLE PARKING SPACE742" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-318ACCESSIBLE PARKING SPACE - MAX 2% SLOPE9VEHICULAR HEADROOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOORB. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR103AD-3112AD-31DIAGONAL STRIPING, REFER TO DETAIL 6/AD-011112AD-01EXPANSION JOINT, REFER TO SHEET AD-3312STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITIONWALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OFCONCRETE SLAB ABOVE.13DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB14EVELECTRIC VEHICLE CHARGING STATIONSEE SCHEDULESSEE DOOR SCHEDULESALLAD-55ALLAD-56PROVIDE SIGNAGE & BRAILLE ADJACENT TO DOORS LEADING INTO PARKING GARAGEAS A MEANS OF PROVIDING DETECTABLE WARNINGS PER DETAIL15EXTENT OF EXTERIOR STUCCO FINISH1AD-31.11AD-31.11AD-31.15AD-31.12AD-31.13 & 4AD-31.15,6 & 9AD-0121AD-718 & 12AD-27ROOM NUMBER */ UNIT NUMBERROOM NAME / UNIT TYPEXX001A5-XXSHEET REFERENCE* ROOM NUMBERS BEGINNING WITH 'P'HAVE BEEN ASSIGNED BY ARCHITECTFOR PROJECT COMMUNICATION. THESEROOM NUMBERS ARE NOT PART OF THEADDRESSING SYSTEM.REFER TO SHEET A5-87 FOR ENLARGED RAMP PLANS A2 THROUGH A716REFER TO SHEET A5-88 FOR ENLARGED RAMP PLANS A8 THROUGH A1417REFER TO SHEET A5-89 FOR ENLARGED RAMP PLANS B1 THROUGH B5182-HR RATED ACCESS PANEL, 18" (W) X 24" (H)19A2-HR RATED ERRCS SHAFT WITH 90 MIN. ACCESS PANEL, 12" (W) X 12" (H)20STORM WATER DETENSION BASIN, SEE CIVIL DRAWINGS21AGATE AND FENCE2220AD-52.1SCALE:13/16"=1'-0"RETAIL - LEVEL 106-21-23 9.08' CHEVEVOPEN TO BELOWSPSPTSRQP.6P5.5NMLK6.27.28.28.58.7Q.1M.4T.1ALL82.1TYP.MAINTENANCEP206A5-53OPERATIONSP207A5-53SHARED GOODSP209A5-53BREAK ROOMP208A5-53RESIDENT STORAGEP217A5-51&531A6-025'-0"5'-0"5'-0"5'-0"MECHANICALCLOSETP210A5-53U, 1470 S.F.B, 215 S.F.B, 498 S.F.B, 296 S.F.B, 271 S.F.B, 277 S.F.1A2-302A2-3021'-8 1/2"26'-1 7/8"15'-9 5/8"21'-3 5/8"7'-2 7/8"1'-7"2'-10"8'-2 1/128"7"18'-10 1/4"3'-4 1/4"16'-6 127/256"5'-0"56'-8"6'-9 1/8"14'-3 3/8"9 1/2"5'-8 7/8"2'-9 1/8"4'-7"8'-11"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ARETAIL AND TENANTSTORAGE ENLARGEDPLAN - LEVEL 2A5-53BUILDING COMPOSITE PLAN NOTES6AD-311.THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS,ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TOTHE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION.2.UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THELEGAL ADDRESS.3.FOR GENERAL ACCESSIBILITY INFORMATION, SEE4.ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O.5.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O.6.PROVIDE PENETRATION FIRESTOP SYSTEMS PER7.THE FLAME-SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY8.WITH CBC 803.9.INTERIOR TRIMS SHALL COMPLY WITH CBC 806.10.PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING,PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE FIRE-RATEDACCESS PANELS WITH SELF CLOSING DEVICES.11.PROVIDE ACOUSTICAL ASSEMBLIES PER12.INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806.13.MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER14.VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2.15.SEE STRUCTURAL DRAWINGS FOR:A)SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHINGB)SPECIAL NAILING AND BLOCKING REQUIREMENTS15.PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIORBALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROMIRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNINGPERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BEVENTILATED. IN FIRE-RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLERPROTECTION SHALL BE EXTENDED TO THOSE AREAS.16.WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW ORIRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALLELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTEDAND APPROVED.17.PARKING GARAGE TYPE-IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE-RESISTIVE CONSTRUCTIONTHROUGHOUT.18.VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%)19.FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPEPROTECTION PER20.GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FORSUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC.21.THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FORSECURITY AND SAFETY.22.ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROMDRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS.23.SEE SHEETS A0-11 THRU A0-25 FOR ALL WALL FIRE RATINGS AND CORRESPONDING DETAILS24.SEE SHEETS A0-31 THRU A0-45 FOR EXITING ANALYSIS INCLUDING ROOM NAME, SQUARE FOOTAGE,OCCUPANT LOAD FACTOR, NUMBER OF OCCUPANTS AND OCCUPANCY TYPE25.CEILING FIXTURES THAT ARE RECESSED INTO FLOOR/CEILING ASSEMBLIES SHALL BE PROTECTED VIA LINEDJOIST BAY PER DETAIL 6/AD-21.26.PROVIDE CONTINUOUS DRYWALL BEHIND TUBS PER DETAIL 20/AD-22.27.CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINECABINETS PER DETAIL 4/AD-22.28.FOR TYPICAL CORRIDOR SECTION INCLUDING NOTES AND DETAILS, SEE29.INTERIOR FLOOR FINISHES SHALL SHOW COMPLIANCE WITH CBC SECTION 804.4AD-20ALLAD-02.1 ALLAD-01TOKEYNOTESMECHANICAL SHAFT - SEE MECHANICAL DRAWINGSLINE OF FLOOR ABOVEFIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF,SEMI-RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITHLOCAL FIRE AUTHORITY.BUILDING PLAN LEGENDDOOR SYMBOLFLOOR DRAIN - SEE PLMBXXWINDOW & STOREFRONT SYMBOL -A7-20-A7-404AD-22FECDOWNSPOUTDSFDDIRECTION OF SLOPE - 1/4" / FT U.N.O.ALLAD-2018AD-2212-A7-10-A7-30ACCESSIBLE PARKING SPACEALLAD-32ALLAD-41.1WATERPROOF TRAFFIC COATINGFRAMED WALL - 6" METAL STUDCONCRETE COLUMNMAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROMACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEARAFF IN ALL OTHER LOCATIONS OF GARAGE.FULL HEIGHT STEEL FENCING-X"DEPRESSIONSLOPE TO LEVELLEVEL TO SLOPEDEPRESSION TO SLOPE-X"16AD-3140" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVEFRAMED WALL - 3-5/8" METAL STUDAIRCRAFT CABLE VEHICULAR BARRIERSPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O.SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS-3" FSFS = FINISH SURFACETOC = TOP OF STRUCTURAL CONCRETE SLABTO CURB = TOP OF CURB-6" TOC19AD-31CONCRETE WHEEL STOPDETECTABLE WARNINGS, MIN 36" WIDECONCRETE TOPPING SLAB(PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.)COLUMN CAPCMU WALL - SEE STRUCTURALFRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURBCONCRETE WALL - SEE STRUCTURALCONCRETE STRUCTURAL SLAB TRANSITIONSRETAIL PARKING SPACE3GUEST PARKING SPACE4EV READY SPACE (FUTURE)5EV CHARGING SPACE (INSTALLED)6CLEAN AIR VEHICLE PARKING SPACE742" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-318ACCESSIBLE PARKING SPACE - MAX 2% SLOPE9VEHICULAR HEADROOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOORB. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR103AD-3112AD-31DIAGONAL STRIPING, REFER TO DETAIL 6/AD-011112AD-01EXPANSION JOINT, REFER TO SHEET AD-3312STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITIONWALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OFCONCRETE SLAB ABOVE.13DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB14EVELECTRIC VEHICLE CHARGING STATIONSEE SCHEDULESSEE DOOR SCHEDULESALLAD-55ALLAD-56PROVIDE SIGNAGE & BRAILLE ADJACENT TO DOORS LEADING INTO PARKING GARAGEAS A MEANS OF PROVIDING DETECTABLE WARNINGS PER DETAIL15EXTENT OF EXTERIOR STUCCO FINISH1AD-31.11AD-31.11AD-31.15AD-31.12AD-31.13 & 4AD-31.15,6 & 9AD-0121AD-718 & 12AD-27ROOM NUMBER */ UNIT NUMBERROOM NAME / UNIT TYPEXX001A5-XXSHEET REFERENCE* ROOM NUMBERS BEGINNING WITH 'P'HAVE BEEN ASSIGNED BY ARCHITECTFOR PROJECT COMMUNICATION. THESEROOM NUMBERS ARE NOT PART OF THEADDRESSING SYSTEM.REFER TO SHEET A5-87 FOR ENLARGED RAMP PLANS A2 THROUGH A716REFER TO SHEET A5-88 FOR ENLARGED RAMP PLANS A8 THROUGH A1417REFER TO SHEET A5-89 FOR ENLARGED RAMP PLANS B1 THROUGH B5182-HR RATED ACCESS PANEL, 18" (W) X 24" (H)19A2-HR RATED ERRCS SHAFT WITH 90 MIN. ACCESS PANEL, 12" (W) X 12" (H)20STORM WATER DETENSION BASIN, SEE CIVIL DRAWINGS21AGATE AND FENCE2220AD-52.1SCALE:13/16"=1'-0"RETAIL AND STORAGE - LEVEL 2REFER TO A5-52 FOR RETAIL ANDSTORAGE LEVEL 2 DIMENSIONSAAAAA06-21-23 UPFEC4CIT2-9 9 TENANT 2 PARCEL 2PARCELAT 15"AFF4CIT2- 9 TENAN 2 PARCSPTSRQPNMLK8.68.74'-5"8'-9"4'-7"17'-11 1/4"22'-4"21'-6"8'-1"9'-0"1'-0"Q.1M.410'-10"9.69.710.210.31111.211.511.71218'-2 1/4"2'-2 3/4"5'-1"2'-0 1/2"14'-1"3'-7"12'-0"7'-0"4'-5"R.5Q.211 1/2"10 1/4"1'-6"16'-3 1/2"R.O.16'-0"6'-11"2'-1 1/2"7'-6"4'-3 1/2"7'-6"5'-0"9'-0"11'-0" 5 1/2" 1'-0"1'-0"2'-6"1'-6 1/2"1'-0"1'-3"1'-3"3'-8"7 1/2"8'-0 1/2"1'-9"4'-11 1/2"16'-11"4'-6"1'-6"10'-0"2'-7"6'-6"17'-1 3/4"8'-4 1/4"2'-5"11'-3"4'-10 1/2"3'-9 7/8"15'-8"1'-8 1/8"1'-6 1/2"2'-10 1/2"1'-0 1/2"4'-1 1/2"13'-8 3/4"6'-1"20'-0 1/2"3'-8 7/8"1'-5"4'-1 1/2" 1'-0"13'-6 1/2"3'-3 1/4"5'-8"28'-5 3/4"8 1/4"8'-6 1/4"4'-4 1/2"6"5'-2 7/8"1'-3 1/8"9'-10 1/2"9"8'-3"11'-6 1/2"6'-9"2'-7 1/2"7'-2 1/4"17'-2 1/2"2'-10 1/2"5'-7 1/2"17'-2 1/2"7'-10"16'-2 3/4"7 1/2"2 1/2"9'-5"2'-6"1'-0"1'-4"2"1'-0"10'-2 1/2"2'-10 1/4" 11 1/2"CENTERLINE OF STEEL 6'-1 1/2"5'-0"5'-0"5'-0" 5'-0 " 5'-0"5'-0"5'-0"5'-0"34" COUNTER HEIGHT30x48CLEAR19" DCLEAR30x48CLEAR19" DCLEAR34" COUNTERHEIGHT34" COUNTERHEIGHT34" COUNTERHEIGHT34" COUNTERHEIGHT34" COUNTERHEIGHT1A6-01ABCD30x48CLEAR19" DCLEAR30x48CLEAR19" DCLEAR30x48CLEAR19" DCLEAR CORRIDORVENTILATIONSHAFT STAIR A316 &22AD-712'-1"MIN17'-5"19 EQ. TREADS @ 11" EACHUP2-14AD-71.13'-10" STAIR WIDTHS9S8S7 ELEV A2ELEV. 1NOTE: PRIMARY EXTERIORENTRIES SHALL BE COVERED TOPREVENT WATER INTRUSION BYUSING NONABSORBENT FLOORAND WALL FINISHES WITHIN ATLEAST 2 FEET AROUND ANDPERPENDICULAR TO SUCHOPENINGS4A6-01A4'-0"4'-0" 4'-0"4'-0"22'-6 1/2"25% MAX. OPENING = 5'-7 1/2"5'-6"15'-1"25% MAX OPENING = 3'-9 1/4"2A5-571A5-57A1A2CO-WORKINGP110A5-54B, 2351 S.F.OFFICEP109A5-54B, 150 S.F.WORK PODP112A5-54B, 80 S.F.CONFERENCEP113A5-54B, 268 S.F.OFFICEP111A5-54B, 181 S.F.L1 LEASING, L1 FITNESS &L2 YOGA RESTROOMP114A5-54B, 121 S.F.WORK PODP115A5-54B, 89 S.F.WORK PODP116A5-54FITNESSP119A5-54B, 1567 S.F.FITNESS CLOSETP118A5-54B, 34 S.F.B, 89 S.F.1'-10 1/4" 2'-3"4'-2"6'-10 3/8"7'-9 1/8"G7G2G3R1R8R3R2R61'-9"6'-0"1'-7 1/4"123.21'123.16'123.72'123.72'123.16'3.6%DNDN7.1%2AD-02.1G5G1R115"17'-1 3/4"1'-1 1/2"ROLL-DOWN FIRE DOOR INCASE OF FIRE. THIS IS NOTPART OF THE EGRESSSYSTEM. SEE COMPOSITEAND EXITING PLAN FORMORE INFORMATIONG2CLOSETP120A5-54B, 23 S.F.1A2-303'-11"1'-0"1'-6"10'-2 1/2"10'-1"1ST FL T.O.SLAB ON GRADE6'-8" HEAD CLEARANCE 2ND FL SUBFLOOR11'-2 1/2"± RISE VERIFY 21 EQ 6.71" RISERS13AD-71.114AD-71.1CLOSETFITNESSS8S3CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ALEASING & AMENITYENLARGED PLAN -LEVEL 1A5-54BUILDING COMPOSITE PLAN NOTES6AD-311.THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS,ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TOTHE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION.2.UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THELEGAL ADDRESS.3.FOR GENERAL ACCESSIBILITY INFORMATION, SEE4.ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O.5.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O.6.PROVIDE PENETRATION FIRESTOP SYSTEMS PER7.THE FLAME-SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY8.WITH CBC 803.9.INTERIOR TRIMS SHALL COMPLY WITH CBC 806.10.PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING,PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE FIRE-RATEDACCESS PANELS WITH SELF CLOSING DEVICES.11.PROVIDE ACOUSTICAL ASSEMBLIES PER12.INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806.13.MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER14.VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2.15.SEE STRUCTURAL DRAWINGS FOR:A)SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHINGB)SPECIAL NAILING AND BLOCKING REQUIREMENTS15.PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIORBALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROMIRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNINGPERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BEVENTILATED. IN FIRE-RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLERPROTECTION SHALL BE EXTENDED TO THOSE AREAS.16.WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW ORIRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALLELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTEDAND APPROVED.17.PARKING GARAGE TYPE-IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE-RESISTIVE CONSTRUCTIONTHROUGHOUT.18.VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%)19.FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPEPROTECTION PER20.GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FORSUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC.21.THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FORSECURITY AND SAFETY.22.ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROMDRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS.23.SEE SHEETS A0-11 THRU A0-25 FOR ALL WALL FIRE RATINGS AND CORRESPONDING DETAILS24.SEE SHEETS A0-31 THRU A0-45 FOR EXITING ANALYSIS INCLUDING ROOM NAME, SQUARE FOOTAGE,OCCUPANT LOAD FACTOR, NUMBER OF OCCUPANTS AND OCCUPANCY TYPE25.CEILING FIXTURES THAT ARE RECESSED INTO FLOOR/CEILING ASSEMBLIES SHALL BE PROTECTED VIA LINEDJOIST BAY PER DETAIL 6/AD-21.26.PROVIDE CONTINUOUS DRYWALL BEHIND TUBS PER DETAIL 20/AD-22.27.CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINECABINETS PER DETAIL 4/AD-22.28.FOR TYPICAL CORRIDOR SECTION INCLUDING NOTES AND DETAILS, SEE29.INTERIOR FLOOR FINISHES SHALL SHOW COMPLIANCE WITH CBC SECTION 804.4AD-20ALLAD-02.1 ALLAD-01TOKEYNOTESMECHANICAL SHAFT - SEE MECHANICAL DRAWINGSLINE OF FLOOR ABOVEFIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF,SEMI-RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITHLOCAL FIRE AUTHORITY.BUILDING PLAN LEGENDDOOR SYMBOLFLOOR DRAIN - SEE PLMBXXWINDOW & STOREFRONT SYMBOL -A7-20-A7-404AD-22FECDOWNSPOUTDSFDDIRECTION OF SLOPE - 1/4" / FT U.N.O.ALLAD-2018AD-2212-A7-10-A7-30ACCESSIBLE PARKING SPACEALLAD-32ALLAD-41.1WATERPROOF TRAFFIC COATINGFRAMED WALL - 6" METAL STUDCONCRETE COLUMNMAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROMACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEARAFF IN ALL OTHER LOCATIONS OF GARAGE.FULL HEIGHT STEEL FENCING-X"DEPRESSIONSLOPE TO LEVELLEVEL TO SLOPEDEPRESSION TO SLOPE-X"16AD-3140" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVEFRAMED WALL - 3-5/8" METAL STUDAIRCRAFT CABLE VEHICULAR BARRIERSPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O.SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS-3" FSFS = FINISH SURFACETOC = TOP OF STRUCTURAL CONCRETE SLABTO CURB = TOP OF CURB-6" TOC19AD-31CONCRETE WHEEL STOPDETECTABLE WARNINGS, MIN 36" WIDECONCRETE TOPPING SLAB(PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.)COLUMN CAPCMU WALL - SEE STRUCTURALFRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURBCONCRETE WALL - SEE STRUCTURALCONCRETE STRUCTURAL SLAB TRANSITIONSRETAIL PARKING SPACE3GUEST PARKING SPACE4EV READY SPACE (FUTURE)5EV CHARGING SPACE (INSTALLED)6CLEAN AIR VEHICLE PARKING SPACE742" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-318ACCESSIBLE PARKING SPACE - MAX 2% SLOPE9VEHICULAR HEADROOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOORB. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR103AD-3112AD-31DIAGONAL STRIPING, REFER TO DETAIL 6/AD-011112AD-01EXPANSION JOINT, REFER TO SHEET AD-3312STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITIONWALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OFCONCRETE SLAB ABOVE.13DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB14EVELECTRIC VEHICLE CHARGING STATIONSEE SCHEDULESSEE DOOR SCHEDULESALLAD-55ALLAD-56PROVIDE SIGNAGE & BRAILLE ADJACENT TO DOORS LEADING INTO PARKING GARAGEAS A MEANS OF PROVIDING DETECTABLE WARNINGS PER DETAIL15EXTENT OF EXTERIOR STUCCO FINISH1AD-31.11AD-31.11AD-31.15AD-31.12AD-31.13 & 4AD-31.15,6 & 9AD-0121AD-718 & 12AD-27ROOM NUMBER */ UNIT NUMBERROOM NAME / UNIT TYPEXX001A5-XXSHEET REFERENCE* ROOM NUMBERS BEGINNING WITH 'P'HAVE BEEN ASSIGNED BY ARCHITECTFOR PROJECT COMMUNICATION. THESEROOM NUMBERS ARE NOT PART OF THEADDRESSING SYSTEM.REFER TO SHEET A5-87 FOR ENLARGED RAMP PLANS A2 THROUGH A716REFER TO SHEET A5-88 FOR ENLARGED RAMP PLANS A8 THROUGH A1417REFER TO SHEET A5-89 FOR ENLARGED RAMP PLANS B1 THROUGH B5182-HR RATED ACCESS PANEL, 18" (W) X 24" (H)19A2-HR RATED ERRCS SHAFT WITH 90 MIN. ACCESS PANEL, 12" (W) X 12" (H)20STORM WATER DETENSION BASIN, SEE CIVIL DRAWINGS21AGATE AND FENCE2220AD-52.1SCALE:13/16"=1'-0"LEASING AND AMENITY - LEVEL 1SCALE:23/16"=1'-0"FITNESS STAIR SECTION1.FOR TYPICAL STAIR DETAILS, REFER TO2.TREADS: ALL TREAD SURFACES SHALL BE SLIP RESISTANT. TREADS SHALL HAVE SMOOTH,ROUNDED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSING.3.TREAD AND RISER DIMENSIONAL UNIFORMITY: STAIR TREADS AND RISERS SHALL BE OFUNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISERHEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED0.375 INCH IN ANY FLIGHT OF STAIRS.4.TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOTGREATER THAN 0.5 INCH. BEVELING OF NOSING SHALL NOT EXCEED 0.5 INCH. RISERS SHALLBE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THETREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. THELEADING EDGE (NOSING) OF TREADS SHALL PROJECT NOT MORE THAN 1.25 INCHESBEYOND THE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OFUNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TOP OF A FLIGHT.5.HANDRAIL CONTINUITY: HANDRAIL-GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUTINTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS.6.HANDRAIL EXTENSIONS: HANDRAILS SHALL RETURN TO THE WALL, GUARD OR THE WALKINGSURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. ATSTAIRWAYS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILSSHALL EXTEND AT LEAST 12 INCHES BEYOND THE TOP RISER AND 12 INCHES, PLUS THETREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS ARE CONTINUOUS FROMLANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUTINTO THE LANDING.7.EXIT ENCLOSURE PENETRATIONS: PENETRATIONS INTO AND OPENINGS THROUGH AN EXITENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, SPRINKLER PIPING,STANDPIPES, ELECTRICAL RACEWAY(S) FOR FIRE DEPARTMENT COMMUNICATION SYSTEMSAND ELECTRICAL RACEWAY(S) SERVING THE EXIT ENCLOSURE. THERE SHALL BE NOPENETRATIONS OR COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEENADJACENT EXIT ENCLOSURES.8.STRIPING FOR THE VISUALLY IMPAIRED: INTERIOR EXIT STAIRWAYS SHALL HAVE THE UPPERAPPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST.EXTERIOR EXIT STAIRWAYS SHALL HAVE STRIPES ON THE UPPER APPROACH AND ON ALLTREADS. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES WIDE TO A MAXIMUM OF 4 INCHESWIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEPOR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP ORUPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP-RESISTANT ASTHE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE.9.ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE AS OCCURS, U.N.O.STANDPIPESTAIR NOTESLEGEND-AD-71STAIR KEYNOTESS1S2S3S4S5S6S7S8S9S10S11S12S13S14S15S16S17S18S19S20S21S2221AD-7117AD-7118AD-71HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHGUARDWALL - 42" MIN HIGHSECURITY SCREEN SYSTEM- 1" STEEL BAR TOP AND BOTTOM RAILS WITH 1/4" PICKETS AT 4"O.C.- MOUNT TO FLOOR SLAB OR STAIR STRINGERS- PROVIDE 1/4" SQ. , 9 GAUGE WIRE MESH ASNOTED ON PLANBARRIER GUARDRAIL - 27" H, BELOW STAIRSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRWAY IDENTIFICATION SIGNTACTILE FLOOR DESIGNATION SIGNTACTILE EXIT SIGNSTANDPIPE - CLASS IALTERNATING TREAD DEVICESTAIR LANDING : STAIR CONSTRUCTIONPLYWOOD TREAD AND RISER2X WOOD STRINGER - REFER TO STRUCTURAL PLANSWOOD FRAMED LANDING - REFER TO STRUCTURAL PLANSCAST-IN-PLACE CONCRETE STAIRDASHED ARC INDICATING 44" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2KNOX BOX - SEE BUILDING PLANSMETAL STAIR GATE BARRIER - PER CBC 1023.823AD-71STEEL CHANNEL STRINGER1-PIECE SLIP RESISTANT PRE-CAST CONC TREAD AND RISERS20aDASHED ARC INDICATING 48" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2NYSTROM ROOF HATCH WITH INTEGRAL OSHA COMPLIANT ALUMINUM SAFETY RAILS (POWDERCOATSAFETY YELLOW) - SEE STAIR ROOF LEVEL FOR OPENING SIZES23PER CBC SEC. 1011.6 THE DOOR AT ANY POSITION SHALL NOT REDUCE THE REQUIRED STAIRLANDING DIMENSION TO LESS THAN ONE-HALF ITS REQUIRED WIDTH. - CLEAR SPACE IS SHOWN ONPLAN WITH DASHED ARC.-AD-71.130" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACEENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.EXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURAL18AD-61.1S24SIGN INDICATING DOOR AS A DETECTABLE WARNING2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X4FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X6FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)NOTE: REQUIRED PLUMBING FIXTURES FOR LEVEL 1 A-3 CO-WORKING SPACE ARE LOCATED ON LEVEL 2. REFER TO A5-55 FOR MORE INFORMATION.PLUMBING FIXTURES REQUIREMENTS FOR BUSINESS OCCUPANCY (B) (CPC 2019 TABLE 422.1) LEVEL 1 LEASING & LEVELS 1&2 FITNESSTotal area(in S.F.)Number of occupants (50%)(200 load factor)Number of drinking fountainsService sinkNumber of toilets (women)Number of toilets (men)Number of urinalsNumber of lavatories (women)Number of lavatories (men)2,84481111111NOTE: IN BUSINESS AND MERCANTILE OCCUPANCIES WITH 50 OR FEWER PERSONS, ONE SINGLE USE (UNISEX) TOILET FACILITY MAY BE PROVIDED IN OCCUPANCIES WITH 10 OR FEWER PERSONS, ONE SINGLE USE (UNISEX) TOILET FACILITY MAY BE PROVIDED*SINGLE USER RESTROOM PROVIDED ON LEVEL 1.RESTROOMSWALL MOUNTED GRAB BAR; SEE DET 10&13/AD-02, PROVIDE SOLID 2X BACKINGGENERALBOBRICK B-3571 OR EQUIV PARTITION MOUNTED SEAT COVER, SANITARYNAPKIN DISPOSAL, AND TOILET TISSUE DISPENSERR1R2R11NOTE: FOR REQUIRED RESTROOM CLEARANCES REFER TO DETAIL AD-02BOBRICK B-3947 OR EQUIV. RECESSED CONVERTIBLE PAPER TOWEL DISPENSER R3AND WASTE RECEPTACLEWAINSCOTR4R5R6TOILET - ELONGATED BOWLG1FLOOR DRAINBOBRICK OR EQUIV. SURFACE MOUNTED MULTI-ROLL TOILET TISSUE AND SEATCOVER DISPENSERR12R8FLOOR MOUNTED OVERHEAD BRACED STANDARD LAMINATE TOILET PARTITIONR13WALL MOUNTED URINALG2MIRROR ABOVE LAVATORY WITH BOTTOM EDGE OF REFLECTING SURFACE AT 40"A.F.F. MAX.G330" X 48" REQUIRED ACCESSIBLE CLEAR FLOOR SPACE60" DIA. REQUIRED ACCESSIBLE CLEAR FLOOR SPACE.WOMEN'S RESTROOMSMEN'S RESTROOMSR9R7TOILET - ELONGATED BOWL - FLUSH HANDLE ON OPEN SIDE (MIN. 17" AND 19" MAX.SEAT HEIGHT - CENTER LINE OF TOILET SHALL BE MIN 17" AND MAX 18" FROMFINISHED SIDE WALL)KEYNOTESWALL MOUNTED ELECTRIC HAND DRYERG4STEEL FRAMED CANOPYHIGH AND LOW COMBINATION DRINKING FOUNTAIN. PROVIDE MIN. 27" CLEARBELOW BASIN. REFER COMMON AREA ACCESSIBILITY DETAILSG5G6MOP SINKG7WALL MOUNTED BABY CHANGING STATIONRESTROOM DOOR SIGNAGE PER 18/AD-02A1SIGNAGERESTROOM SIGNAGE PER 11/AD-02A21AD-84UNDERCOUNTER MOUNTED LAVATORY WITHSOLID SURFACE COUNTERTOP12AD-02A2AD-02.1G8HATCHED AREA INDICATES LOWERED SOFFIT. REFER TO REFLECTED CEILING PLANON A5-61.AREFER TO A2-11 FORSTOREFRONT AND DOORCALL-OUTSAA06-21-23 DNUPSPTSRQPNMLK8.58.7Q.1M.49.69.710.210.31111.211.511.712R.5Q.25'-0 " 5'-0 "34" COUNTERHEIGHT34" COUNTERHEIGHT5'-0"34" COUNTERHEIGHT2A6-01ABCD3A6-01ABCDCORRIDORVENTILATIONSHAFTOPEN TO BELOW30x48CLEAR19" DCLEAR30x48CLEAR19" DCLEAR1A6-02A14AD-71.116 &22AD-7113AD-71.12A5-5417'-5"19 EQ. TREADS @ 11" EACH1'-0"MIN1'-11"MINDN3'-10" STAIR WIDTHS9S8S75'-10 1/4"LANDINGBREAK ROOMP208A5-53MECH CLOSETP210A5-53ELEV A2IDFP211A2-55ELEV A1L1 CO-WORKINGMEN'S RESTROOMP212A5-55L1 CO-WORKINGWOMEN'S RESTROOMP213A5-55STAIR A31A2-30SEE A5-53 FORMORE INFOR-2, 198 S.F.R-2, 217 S.F.R-2, 117 S.F.B, 271 S.F.B 277 S.F.OPEN TO BELOW15'-10 1/4" 3'-11 1/2" MAX. OPENING 2A5-571A5-57JANITOR'S CLOSETP214A5-55YOGA STORAGEP215A5-55B, 68 S.F.YOGA STUDIOP216A5-55B, 585 S.F.22'-3 3/4"39'-9"11'-7"EDGE OF SLABEDGE OF SLABF.O. COL.EDGE OF SLABF.O. COL.10'-10"19'-7"16'-10"5'-1"20'-3 1/4"4'-11 1/2"27'-6 1/2"14'-1"A1A2G2G3R8R2A2A1G3R11R8R2R12R13R9R1R6R3G1G1R7R9R15'-0"G2R3134.42'8%DN133.42'5'-1 3/4"3'-10 1/4"2'-6 1/2"18'-0 1/2"7'-9 1/2"4'-0 1/2"8'-8"3'-11"9'-9 1/4"10 1/2"10'-3 3/4"7'-11 1/4"17'-9 1/2"6'-1"10'-3 3/4"7'-11 1/4"6'-6 3/4"4'-3 3/4"2'-6"5'-0"4'-10 1/2"8'-3"1'-7 1/2"25'-5 5/8"1'-7"9'-10"2'-8"1'-5 7/8"7"24" MIN.CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA06-21-23ADDENDUM ALEASING & AMENITYENLARGED PLAN -LEVEL 2A5-55BUILDING COMPOSITE PLAN NOTES6AD-311.THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS,ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TOTHE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION.2.UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THELEGAL ADDRESS.3.FOR GENERAL ACCESSIBILITY INFORMATION, SEE4.ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O.5.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O.6.PROVIDE PENETRATION FIRESTOP SYSTEMS PER7.THE FLAME-SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY8.WITH CBC 803.9.INTERIOR TRIMS SHALL COMPLY WITH CBC 806.10.PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING,PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE FIRE-RATEDACCESS PANELS WITH SELF CLOSING DEVICES.11.PROVIDE ACOUSTICAL ASSEMBLIES PER12.INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806.13.MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER14.VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2.15.SEE STRUCTURAL DRAWINGS FOR:A)SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHINGB)SPECIAL NAILING AND BLOCKING REQUIREMENTS15.PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIORBALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROMIRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNINGPERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BEVENTILATED. IN FIRE-RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLERPROTECTION SHALL BE EXTENDED TO THOSE AREAS.16.WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW ORIRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALLELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTEDAND APPROVED.17.PARKING GARAGE TYPE-IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE-RESISTIVE CONSTRUCTIONTHROUGHOUT.18.VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%)19.FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPEPROTECTION PER20.GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FORSUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC.21.THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FORSECURITY AND SAFETY.22.ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROMDRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS.23.SEE SHEETS A0-11 THRU A0-25 FOR ALL WALL FIRE RATINGS AND CORRESPONDING DETAILS24.SEE SHEETS A0-31 THRU A0-45 FOR EXITING ANALYSIS INCLUDING ROOM NAME, SQUARE FOOTAGE,OCCUPANT LOAD FACTOR, NUMBER OF OCCUPANTS AND OCCUPANCY TYPE25.CEILING FIXTURES THAT ARE RECESSED INTO FLOOR/CEILING ASSEMBLIES SHALL BE PROTECTED VIA LINEDJOIST BAY PER DETAIL 6/AD-21.26.PROVIDE CONTINUOUS DRYWALL BEHIND TUBS PER DETAIL 20/AD-22.27.CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINECABINETS PER DETAIL 4/AD-22.28.FOR TYPICAL CORRIDOR SECTION INCLUDING NOTES AND DETAILS, SEE29.INTERIOR FLOOR FINISHES SHALL SHOW COMPLIANCE WITH CBC SECTION 804.4AD-20ALLAD-02.1 ALLAD-01TOKEYNOTESMECHANICAL SHAFT - SEE MECHANICAL DRAWINGSLINE OF FLOOR ABOVEFIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF,SEMI-RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITHLOCAL FIRE AUTHORITY.BUILDING PLAN LEGENDDOOR SYMBOLFLOOR DRAIN - SEE PLMBXXWINDOW & STOREFRONT SYMBOL -A7-20-A7-404AD-22FECDOWNSPOUTDSFDDIRECTION OF SLOPE - 1/4" / FT U.N.O.ALLAD-2018AD-2212-A7-10-A7-30ACCESSIBLE PARKING SPACEALLAD-32ALLAD-41.1WATERPROOF TRAFFIC COATINGFRAMED WALL - 6" METAL STUDCONCRETE COLUMNMAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROMACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEARAFF IN ALL OTHER LOCATIONS OF GARAGE.FULL HEIGHT STEEL FENCING-X"DEPRESSIONSLOPE TO LEVELLEVEL TO SLOPEDEPRESSION TO SLOPE-X"16AD-3140" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVEFRAMED WALL - 3-5/8" METAL STUDAIRCRAFT CABLE VEHICULAR BARRIERSPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O.SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS-3" FSFS = FINISH SURFACETOC = TOP OF STRUCTURAL CONCRETE SLABTO CURB = TOP OF CURB-6" TOC19AD-31CONCRETE WHEEL STOPDETECTABLE WARNINGS, MIN 36" WIDECONCRETE TOPPING SLAB(PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.)COLUMN CAPCMU WALL - SEE STRUCTURALFRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURBCONCRETE WALL - SEE STRUCTURALCONCRETE STRUCTURAL SLAB TRANSITIONSRETAIL PARKING SPACE3GUEST PARKING SPACE4EV READY SPACE (FUTURE)5EV CHARGING SPACE (INSTALLED)6CLEAN AIR VEHICLE PARKING SPACE742" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-318ACCESSIBLE PARKING SPACE - MAX 2% SLOPE9VEHICULAR HEADROOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOORB. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR103AD-3112AD-31DIAGONAL STRIPING, REFER TO DETAIL 6/AD-011112AD-01EXPANSION JOINT, REFER TO SHEET AD-3312STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITIONWALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OFCONCRETE SLAB ABOVE.13DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB14EVELECTRIC VEHICLE CHARGING STATIONSEE SCHEDULESSEE DOOR SCHEDULESALLAD-55ALLAD-56PROVIDE SIGNAGE & BRAILLE ADJACENT TO DOORS LEADING INTO PARKING GARAGEAS A MEANS OF PROVIDING DETECTABLE WARNINGS PER DETAIL15EXTENT OF EXTERIOR STUCCO FINISH1AD-31.11AD-31.11AD-31.15AD-31.12AD-31.13 & 4AD-31.15,6 & 9AD-0121AD-718 & 12AD-27ROOM NUMBER */ UNIT NUMBERROOM NAME / UNIT TYPEXX001A5-XXSHEET REFERENCE* ROOM NUMBERS BEGINNING WITH 'P'HAVE BEEN ASSIGNED BY ARCHITECTFOR PROJECT COMMUNICATION. THESEROOM NUMBERS ARE NOT PART OF THEADDRESSING SYSTEM.REFER TO SHEET A5-87 FOR ENLARGED RAMP PLANS A2 THROUGH A716REFER TO SHEET A5-88 FOR ENLARGED RAMP PLANS A8 THROUGH A1417REFER TO SHEET A5-89 FOR ENLARGED RAMP PLANS B1 THROUGH B5182-HR RATED ACCESS PANEL, 18" (W) X 24" (H)19A2-HR RATED ERRCS SHAFT WITH 90 MIN. ACCESS PANEL, 12" (W) X 12" (H)20STORM WATER DETENSION BASIN, SEE CIVIL DRAWINGS21AGATE AND FENCE2220AD-52.1SCALE:13/16"=1'-0"LEASING AND AMENITY - LEVEL 2REFER TO A5-54 FOR LEASINGAND AMENITY LEVEL 2DIMENSIONS1.FOR TYPICAL STAIR DETAILS, REFER TO2.TREADS: ALL TREAD SURFACES SHALL BE SLIP RESISTANT. TREADS SHALL HAVE SMOOTH,ROUNDED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSING.3.TREAD AND RISER DIMENSIONAL UNIFORMITY: STAIR TREADS AND RISERS SHALL BE OFUNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISERHEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED0.375 INCH IN ANY FLIGHT OF STAIRS.4.TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOTGREATER THAN 0.5 INCH. BEVELING OF NOSING SHALL NOT EXCEED 0.5 INCH. RISERS SHALLBE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THETREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. THELEADING EDGE (NOSING) OF TREADS SHALL PROJECT NOT MORE THAN 1.25 INCHESBEYOND THE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OFUNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TOP OF A FLIGHT.5.HANDRAIL CONTINUITY: HANDRAIL-GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUTINTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS.6.HANDRAIL EXTENSIONS: HANDRAILS SHALL RETURN TO THE WALL, GUARD OR THE WALKINGSURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. ATSTAIRWAYS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILSSHALL EXTEND AT LEAST 12 INCHES BEYOND THE TOP RISER AND 12 INCHES, PLUS THETREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS ARE CONTINUOUS FROMLANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUTINTO THE LANDING.7.EXIT ENCLOSURE PENETRATIONS: PENETRATIONS INTO AND OPENINGS THROUGH AN EXITENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, SPRINKLER PIPING,STANDPIPES, ELECTRICAL RACEWAY(S) FOR FIRE DEPARTMENT COMMUNICATION SYSTEMSAND ELECTRICAL RACEWAY(S) SERVING THE EXIT ENCLOSURE. THERE SHALL BE NOPENETRATIONS OR COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEENADJACENT EXIT ENCLOSURES.8.STRIPING FOR THE VISUALLY IMPAIRED: INTERIOR EXIT STAIRWAYS SHALL HAVE THE UPPERAPPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST.EXTERIOR EXIT STAIRWAYS SHALL HAVE STRIPES ON THE UPPER APPROACH AND ON ALLTREADS. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES WIDE TO A MAXIMUM OF 4 INCHESWIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEPOR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP ORUPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP-RESISTANT ASTHE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE.9.ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE AS OCCURS, U.N.O.STANDPIPESTAIR NOTESLEGEND-AD-71STAIR KEYNOTESS1S2S3S4S5S6S7S8S9S10S11S12S13S14S15S16S17S18S19S20S21S2221AD-7117AD-7118AD-71HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHGUARDWALL - 42" MIN HIGHSECURITY SCREEN SYSTEM- 1" STEEL BAR TOP AND BOTTOM RAILS WITH 1/4" PICKETS AT 4"O.C.- MOUNT TO FLOOR SLAB OR STAIR STRINGERS- PROVIDE 1/4" SQ. , 9 GAUGE WIRE MESH ASNOTED ON PLANBARRIER GUARDRAIL - 27" H, BELOW STAIRSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRWAY IDENTIFICATION SIGNTACTILE FLOOR DESIGNATION SIGNTACTILE EXIT SIGNSTANDPIPE - CLASS IALTERNATING TREAD DEVICESTAIR LANDING : STAIR CONSTRUCTIONPLYWOOD TREAD AND RISER2X WOOD STRINGER - REFER TO STRUCTURAL PLANSWOOD FRAMED LANDING - REFER TO STRUCTURAL PLANSCAST-IN-PLACE CONCRETE STAIRDASHED ARC INDICATING 44" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2KNOX BOX - SEE BUILDING PLANSMETAL STAIR GATE BARRIER - PER CBC 1023.823AD-71STEEL CHANNEL STRINGER1-PIECE SLIP RESISTANT PRE-CAST CONC TREAD AND RISERS20aDASHED ARC INDICATING 48" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2NYSTROM ROOF HATCH WITH INTEGRAL OSHA COMPLIANT ALUMINUM SAFETY RAILS (POWDERCOATSAFETY YELLOW) - SEE STAIR ROOF LEVEL FOR OPENING SIZES23PER CBC SEC. 1011.6 THE DOOR AT ANY POSITION SHALL NOT REDUCE THE REQUIRED STAIRLANDING DIMENSION TO LESS THAN ONE-HALF ITS REQUIRED WIDTH. - CLEAR SPACE IS SHOWN ONPLAN WITH DASHED ARC.-AD-71.130" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACEENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.EXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURAL18AD-61.1S24SIGN INDICATING DOOR AS A DETECTABLE WARNING2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X4FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X6FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)PLUMBING FIXTURES REQUIREMENTS FOR ASSEMBLY OCCUPANCY (A-3) (CPC 2019 TABLE 422.1) LEVEL 1 CO-WORKINGTotal area(in S.F.)Number of occupants (50%)(30 load factor)Number of drinking fountainsService sinkNumber of toilets (women)Number of toilets (men)Number of urinalsNumber of lavatories (women)Number of lavatories (men)2,612441121111*MULTI-USER RESTROOM PROVIDED ON LEVEL 2.RESTROOMSWALL MOUNTED GRAB BAR; SEE DET 10&13/AD-02, PROVIDE SOLID 2X BACKINGGENERALBOBRICK B-3571 OR EQUIV PARTITION MOUNTED SEAT COVER, SANITARYNAPKIN DISPOSAL, AND TOILET TISSUE DISPENSERR1R2R11NOTE: FOR REQUIRED RESTROOM CLEARANCES REFER TO DETAIL AD-02BOBRICK B-3947 OR EQUIV. RECESSED CONVERTIBLE PAPER TOWEL DISPENSER R3AND WASTE RECEPTACLEWAINSCOTR4R5R6TOILET - ELONGATED BOWLG1FLOOR DRAINBOBRICK OR EQUIV. SURFACE MOUNTED MULTI-ROLL TOILET TISSUE AND SEATCOVER DISPENSERR12R8FLOOR MOUNTED OVERHEAD BRACED STANDARD LAMINATE TOILET PARTITIONR13WALL MOUNTED URINALG2MIRROR ABOVE LAVATORY WITH BOTTOM EDGE OF REFLECTING SURFACE AT 40"A.F.F. MAX.G330" X 48" REQUIRED ACCESSIBLE CLEAR FLOOR SPACE60" DIA. REQUIRED ACCESSIBLE CLEAR FLOOR SPACE.WOMEN'S RESTROOMSMEN'S RESTROOMSR9R7TOILET - ELONGATED BOWL - FLUSH HANDLE ON OPEN SIDE (MIN. 17" AND 19" MAX.SEAT HEIGHT - CENTER LINE OF TOILET SHALL BE MIN 17" AND MAX 18" FROMFINISHED SIDE WALL)KEYNOTESWALL MOUNTED ELECTRIC HAND DRYERG4STEEL FRAMED CANOPYHIGH AND LOW COMBINATION DRINKING FOUNTAIN. PROVIDE MIN. 27" CLEARBELOW BASIN. REFER COMMON AREA ACCESSIBILITY DETAILSG5G6MOP SINKG7WALL MOUNTED BABY CHANGING STATIONRESTROOM DOOR SIGNAGE PER 18/AD-02A1SIGNAGERESTROOM SIGNAGE PER 11/AD-02A21AD-84UNDERCOUNTER MOUNTED LAVATORY WITHSOLID SURFACE COUNTERTOP12AD-02A2AD-02.1G8HATCHED AREA INDICATES LOWERED SOFFIT. REFER TO REFLECTED CEILING PLANON A5-61.AREFER TO A2-12 FORSTOREFRONT AND DOORCALL-OUTSAAA FECSP2A5-571A5-57SEE SECOND LEVELCLG. 9'-6"CLG. 9'-4"CLG. 9'-4"CLG. 8'-4"CLG. 8'-4"CLG. 8'-4"CLG. 9'-4"CLG. 9'-4"CLG. 9'-4"ARCHED SOFFITARCHED SOFFITARCHED SOFFITSEE SECOND LEVELSEE SECOND LEVELEQEQ5'-3 3/4"EQ EQ EQ 3'-7 3/4"10'-9 1/2"5'-2 3/4"6'-1 3/4"6'-1 3/4"6'-1 3/4"5'-9 5/8"EQEQEQ4'-4 1/8"3'-8"5'-2"6'-1 3/4"5'-1 7/8"EQEQEQEQ2'-2 5/8"8'-3 3/4"6'-5 1/8"17'-11 3/8"1'-7 3/8"5'-0"2'-2 3/4"3'-10 7/8"4'-5"6'-7 7/8"5'-5 1/2"1'-9 1/2"4'-0"6'-2"5'-3 1/2"3'-0 1/2"8'-2"2'-10 1/2"8'-2 7/8"3'-10"5'-1"EQ2'-0"EQ2'-4 3/4"3'-3 1/4" 2'-8 3/8"2'-7 3/4"CEILINGEQ2'-0"EQCEILING7'-11 1/2"CEILINGEQ2'-4 3/4"EQ3'-3 1/4"2'-4 3/4"2'-4 3/4"11"7'-11 1/2"11"3'-11 5/8"2'-6"2'-6"3'-1"1'-3 1/2"3'-10 1/2"10" 5 3/8" 6"3 1/4"1'-1 1/8"3'-1 5/8"1'-11"1'-6 3/4"1'-3 1/2"3'-5 3/4"1'-8 7/8"4'-5"4'-3 1/4"10'-10 3/4"5'-5 1/2" 2'-10 1/4"6 5/8"2'-4 7/8"2'-6" 4'-1 3/8"CENTER OF CEILINGCENTER OF CEILING6"4'-8 1/4" 3'-3 1/2"1'-3"1'-0"6'-0"3"2'-11 1/4"3'-4 1/8"3'-7 5/8"11 3/8"5'-5 5/8"1 1/2"3'-7 5/8"4 1/8"5'-4 1/2"1 3/8"7 3/4"4'-1"1'-0 1/2"FECSP2A5-571A5-57CLG. 8'-10"CLG. 16'-6"CLG. 17'-0"CLG. 17'-0"CLG. 16'-4"CLG. 7'-6"CLG. 7'-6"CLG. 8'-0"CLG. 7'-6"EQEQ3'-3"3'-3 1/4"1'-0"1'-0"1'-0"1'-0"EQEQ3'-3"3'-3 1/4"5'-2 1/4"4'-8 1/4"5'-8 1/8"5'-8 1/8"13'-4 1/2"5'-1"3'-10 3/4"6 7/8"4'-1 7/8"4'-6"5'-5 1/4"5'-5 1/4"4'-6"5'-5 3/8"6'-2"8'-3 3/4"8'-3 3/4"8'-4"7'-1 3/4"3"3'-4 1/8"2'-7"7'-8 3/8"9'-0 1/4"6'-4 3/8"1'-10 1/8"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ALEASING & AMENITYENLARGEDREFLECTED CEILINGPLANA5-56DECORATIVE FIXTURE20" X 30" ACCESS PANEL UNLESS SIZE AS INDICATED12RCP KEYNOTESRCP GENERAL NOTES7.5.4.1.2.3.REFER TO MECH. DWGS. FOR INFO ON SUPPLY & RETURN AIR VENTS, EXHAUSTFANS & MECH. EQUIP. GENERALLY, MECH. GRILLES SHALL BE ALIGNED W/CENETR OF LIGHT FIXTURES AND/OR EQUALLY SPACED BETWEEN FIXTURES.PAINT MECHANICAL GRILLES AND LIGHT TRIM RINGS AND EDGES TO MATCHADJACENT WALL/CEILING FINISH COLOR. DO NOT PAINT BRIGHT TRIM RINGS.SEE ELECT. DWGS. FOR SPECIFIC INFO. ON LIGHT FIXTURESCLG HTS INDICATED ARE MEASURED FROM F.F. OF PRIMARY FLR.(NOT FROM ADJ. SLOPES OR DEPRESSIONS) TO NOMINAL BOT. OFCLG FRM'G. REFER TO FLOOR PLANS FOR F.F. ELEVS.RECESSED CAN LIGHT FIXTURES SHALL BE LOCATED AS FOLLOWS (IFNOT SPECIFICALLY DIMENSIONED ON PLAN):IN GYPSUM BOARD CEILINGS:a. CENTERED IN THE AREAS IN WHICH THEY OCCURb. INSTALLED CENTERED IN LINE WITH EACH OTHERIN ACOUSTIC TILE CEILINGS:a. CENTERED IN ACOUSTIC TILEFIRE SPRINKLER HEADS TO BE SEMI-RECESSED TYPE AND SHALL BEINSTALLED AS FOLLOWS:IN GYPSUM BOARD CEILINGS:a. IN LINE WITH CENTER LINE OF LIGHT FIXTURESb. EQUALLY SPACED BETWEEN LIGHT FIXTURESIN ACOUSTIC TILE CEILINGS:a. CENTERED IN ACOUSTIC TILEFOR SOFFIT CONSTRUCTION SEE8.10.9.SUSPENDED CEILINGS SHALL COMPLY WITH CBCTABLES 25-A AND 16-O. SEEROUTE CONDUIT IN ATTIC SPACE IN A NEAT & ORDERLY MANNER,TIGHT TO UNDERSIDE OF SHTG.GYP. BD. CLGS SHALL BE PROVIDED W/ A PAINTED FINISH UNLESSANOTHER FINISH IS APPLIED THERETO. PROVIDE LIGHT SMOOTHTEXTURE W/ EGGSHELL PAINT. FOR WET AREAS PROVIDE SMOOTHFINISH W/ SEMI-GLOSS PAINT.11.ATTIC SPACES IN DROPPED CLGS. & FLR. ASSEMBLIES CONTAINNUMEROUS PIPES, DUCTS & THE LIKE W/ LIMITED CLEARDIMENSIONS. THE GENERAL CONTRACTOR SHALL CAREFULLYCOORDINATE THE LAYOUT OF UTILITIES, DUCTS & PIPES TO AVOIDCONGESTION & MAINTAIN CLG HTS. & CONFIGS.12.CRITERIA FOR ACOUSTIC TILE LAYOUT: THE GRID FOR ACOUSTIC TILESHOULD BE ESTABLISHED SUCH THAT EDGE TILES AT OPPOSITEWALLS ARE EQUAL AND SUCH THAT THE RESULTING RECESSEDLIGHT FIXTURES CONFIGURATION IS CENTERED WITHIN THE ROOM.13.DECORATIVE LIGHT FIXTURES > 20 LBS. SHALL BE MOUNTED TOBLKG. BETWEEN TRUSSES OR FLOOR JOISTS SEE14.SMOKE DAMPERS SHALL BE CLOSED BY ACTUATION OF A SMOKEDETECTOR INSTALLED IN ACCORDANCE WITH THE CA. FIRE CODE &ONE OF THE APPLICABLE METHODS LISTED UNDER C.B.C. 713.10.2-SEE THE FIRE ALARM CONTRACTOR'S SHOP DRWGS FOR SMOKEDETECTOR LOCATIONS & MECH. PLANS FOR SMOKE/FIRE DAMPERLOCATIONS.15.-AD-9120AD-9123AD-91CEILING TYPESSYMBOLS LEGENDRECESSED CEILING MOUNTED SPEAKERSMATERAIL & FINISHESCLG. X'-X"CEILING HEIGHT INDICATORRECESSED CAN LIGHT FIXTURE: IF RECESSED WITHIN RATED FLR/CLG. ORROOF/CLG. ASSEMBLY, FIXTURES SHALL BE WITHIN EQUALLY RATED FIREBOX. SEE ELECTRICAL DWGS.SURFACE MOUNT WALL SCONCE LIGHT FIXTURE AT UNIT ENTRYPROVIDE BATT SOUND INSULATION FULLY IN CEILING CAVITIES OF COMMONAREA AND AMENITY SPACE THAT OCCURS BELOW LIVING UNIT16.LIGHT IS CENTERED IN CEILING3WALL MOUNT "BUG EYE" EMERGENCY LUMINAIREEXIT SIGN / EMERGENCY LUMINAIRE COMBOCEILING FINISHES SHALL COMPLY WITH C.B.C. SECTION 803 & TABLE 803.136.ALL CEILINGS TO BE (1) LAYER 1/2" GYPSUM BOARD ON METAL STUDSUSPENSION SYSTEM PER DETAILSALL CEILINGS TO BE GENERAL CEILING PAINT U.N.O. AND SHALL COMPLY WITHCBC SECTION 803 AND 803.13.16AD-914AD-91SURFACE MOUNT CEILING LIGHT FIXTUREFOR ALL LIGHTING SYMBOLS NOT SHOWN HERE, SEEINTERIOR DESIGN DRAWINGS FOR FIXTURE TYPEHATCH INDICATES EXTERIOR STUCCO FINISH AT BUILDING BDASHED LINES INDICATE GYP. BD. WRAPPED STEEL OR WOOD BEAM ABOVE4ILLUMINATED EXIT SIGN SHOULD BE MOUNTED ON WALL ABOVE DOOR5FOR METAL CEILING JOIST SPAN CHARTS, SEE 4/AD-91.17.FOR HEAVY FIXTURE MOUNTING DETAIL, SEE 22/AD-9118.FOR DROPPED CEILING DETAILS AT THE CLUBROOM, SEE 16/AD-9119.FOR FAUX BEAM DETAIL AT FITNESS, SEE 15/AD-9120.SUPPLY VENTPOLE MOUNT LUMINAIRE AT GARAGESCALE:13/16"=1'-0"LEASING AND AMENITY - LEVEL 1 REFLECTED CEILING PLANSCALE:23/16"=1'-0"LEASING AND AMENITY - LEVEL 2 REFLECTED CEILING PLAN06-21-23 PROPERTY LINE 7 3/8" CLR 7 3/8" CLR 9'-4" 8'-4"FITNESSYOGAYOGASTORAGEJANITORWOMEN'SRESTROOMMEN'SRESTROOMWORKPOD #3RESTROOMCONFERENCEOFFICE #1WORKPOD #28'-10 3/4" 8'-6 3/4" 7'-10 3/4" 7'-10 3/4" 7'-6 3/4" 7'-6 3/4"VOIDCORRIDOR/ELEV LOBBYCORRIDOR/ELEV LOBBY7'-6 3/4"9'-4"9'-4"9'-4"9'-4" 11'-2 1/2"10'-1"1ST FL T.O. SLAB3RD FL T.O. SLAB(PODIUM LEVEL)2ND FL T.O. SLAB123.21' FF134.42' FF144.50' FF16'-6"THESE COULD BEGLASS RAILINGS12" DIA DUCTDOES NOT FITEXTENTS OFCORRIDOR INFOREGROUNDEXTENTS OFCORRIDOR INFOREGROUND8'-0"7'-9"7'-0"8'-4"8'-0"7'-9"RTQ.1P.2N.9N.2M.1H.8PROPERTY LINE 8'-0"7'-9" 8'-7" 16'-6"LEASING /CO-WORKING11'-2 1/2"10'-1"1ST FL T.O. SLAB3RD FL T.O. SLAB(PODIUM LEVEL)2ND FL T.O. SLAB123.21' FF134.42' FF144.50' FFRTQ.1P.2N.9N.2M.1LKCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ALEASING & AMENITYINTERIOR SECTIONSA5-57SCALE:13/32"=1'-0"FITNESS, YOGA, RESTROOM, LEASING SECTIONSCALE:23/32"=1'-0"LEASING / CO-WORKING SECTION06-21-23 "DDDESPFEC SP2"10"2'-3 1/4"6"10'-1"3'-7"2"3 1/2"8'-0"1'-0"2"3'-1 1/4"11'-5 3/4"6'-8"6"5'-2 1/2"7"3'-7"4'-0"5'-6"3'-11"1'-0 1/2"1'-0"3'-10"27'-4"10"5'-9 1/2"4'-3 1/2"3 1/2"2'-7 3/4"3'-7 3/4"1'-6"2'-4"2'-5"9'-5"14'-9 1/2"1'-6 1/2"4'-7 1/2"5'-5 1/2"3 1/2"8'-6"4'-11 1/2"2"1'-6"4'-9" 6'-0 1/2" 1'-8"2'-6 1/2"11"1"5'-11 1/2"6 1/2"3'-8"3'-8"6 1/2"7'-10 1/2"5 1/2"3'-1 1/2"10"7 1/2"X.2X.1Y.1Y.2Y.3Y.4Y.5Y.6Y.8Y.7Y.2Y.3Y.5Y.6Y.7Y.1Y.4Y.81'-3 1/4"5'-11 1/2"8'-5"5'-5 1/2"6"2'-5 1/4"1'-7 1/4"6"7'-10 1/4"6'-5 1/2"24'-7"4"2"K2'-1"1'-0"5'-8 1/2" 6 1/2"60'-0"2"32'-0"2'-5 1/4"60'-0"23'-3 1/2"1'-0"6'-5 1/2"1'-0"8"25'-2"2"4'-11 1/2" 1'-2 1/2" 32'-4"X.2X.11" 2"ELECTRICAL METERS2'-8 1/4"2'-4"3'-8"6'-0"3'-4"5'-11 1/2"1'-2 3/4"K5.58.55.58.510'-0"23'-3 1/2"10'-0"5"6 0 " 6 0 "60"60"G3G1G3G3R1R2A1R11R9R11R8R7R8R13R7R14R1R6R5R5G4G4G1R2G5G68'-9 1/2" 8'-5 1/2" 11"5 1/2"1"G734" HIGH BUILT-INCOUNTER W/ FFE CHAIRSFAUX TREE AT CENTER5'-0 "30x48CLEAR19" DCLEAR30x48 CLEAR 19" D CLEAR 30x48CLEAR19" DCLEAR 34" COUNTERHEIGHT30x48 CLEAR 19" DCLEAR 30x48CLEAR19" DCLEAR30x48CLEAR19" DCLEAR30x48 CLEAR 19" D CLEAR2A6-02ABCD3A6-02ABCD4A6-02ABCDCLUBROOMP315A5-60AMEN'S RESTROOMWOMEN'SRESTROOMPOOL SHOWERPOOLSHOWER1A5-631'-2 3/4"3'-0"6 1/4"6A6-02A6A6-02ABCDKITCHEN ISLANDP2P3P4A1A2G7A2NON-BEARING WOODFURRED WALL WITH GYP.BD. FINISH, TYP.NON-BEARING WOODFURRED WALL WITH GYP.BD. FINISH, TYP.THRESHOLDS IN ROLL-IN TYPE SHOWERS SHALL BE 1/2"HIGH MAX. CHANGES IN LEVEL UP TO 1/4" MAY BE VERTICALAND WITHOUT EDGE TREATMENT. CHANGES IN LEVELBETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPENO GREATER THAN ONE UNIT VERT. IN 2 UNITS HORIZ.24"CLR.A-3, 1869 S.F.WOMEN'SRESTROOMP314A5-60AR-2, 305 S.F.MEN'SRESTROOMP313A5-60AR-2, 231 S.F.G22AD-02.1SINKP312A5-60AR-2, 11 S.F.2A5-63G8G8G8G8G8G830x48 CLEAR 19" D CLEAR2'-2 1/2"G3G1R12R6R1216'-2" 18" MIN. 24" MAX. 3'-2 1/2"3'-4"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ACLUBROOMENLARGED PLAN -LEVEL 3A5-60AFIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF,SEMI-RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITHLOCAL FIRE AUTHORITY.BUILDING PLAN LEGENDDOOR SYMBOLFLOOR DRAIN - SEE PLMBXXWINDOW & STOREFRONT SYMBOL -A7-20-A7-404AD-22FECDOWNSPOUTDSFDDIRECTION OF SLOPE - 1/4" / FT U.N.O.-A7-10-A7-30ACCESSIBLE PARKING SPACEALLAD-32ALLAD-41.1WATERPROOF TRAFFIC COATINGFRAMED WALL - 6" METAL STUDCONCRETE COLUMNMAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROMACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEARAFF IN ALL OTHER LOCATIONS OF GARAGE.FULL HEIGHT STEEL FENCING-X"DEPRESSIONSLOPE TO LEVELLEVEL TO SLOPEDEPRESSION TO SLOPE-X"16AD-3140" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVEFRAMED WALL - 3-5/8" METAL STUDAIRCRAFT CABLE VEHICULAR BARRIERSPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O.SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS-3" FSFS = FINISH SURFACETOC = TOP OF STRUCTURAL CONCRETE SLABTO CURB = TOP OF CURB-6" TOC19AD-31CONCRETE WHEEL STOPDETECTABLE WARNINGS, MIN 36" WIDECONCRETE TOPPING SLAB(PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.)COLUMN CAPCMU WALL - SEE STRUCTURALFRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURBCONCRETE WALL - SEE STRUCTURALCONCRETE STRUCTURAL SLAB TRANSITIONS3AD-3112AD-3112AD-01EVELECTRIC VEHICLE CHARGING STATIONSEE SCHEDULESSEE DOOR SCHEDULESALLAD-55ALLAD-56EXTENT OF EXTERIOR STUCCO FINISHROOM NUMBER */ UNIT NUMBERROOM NAME / UNIT TYPEXX001A5-XXSHEET REFERENCE* ROOM NUMBERS BEGINNING WITH 'P'HAVE BEEN ASSIGNED BY ARCHITECTFOR PROJECT COMMUNICATION. THESEROOM NUMBERS ARE NOT PART OF THEADDRESSING SYSTEM.SCALE:11/4"=1'-0"CLUBROOM - LEVEL 3RESTROOMSWALL MOUNTED GRAB BAR; SEE DET 10&13/AD-02, PROVIDE SOLID 2X BACKINGGENERALBOBRICK B-3571 OR EQUIV PARTITION MOUNTED SEAT COVER, SANITARYNAPKIN DISPOSAL, AND TOILET TISSUE DISPENSERR1R2R11NOTE: FOR REQUIRED RESTROOM CLEARANCES REFER TO DETAIL AD-02BOBRICK B-3947 OR EQUIV. RECESSED CONVERTIBLE PAPER TOWEL DISPENSER R3AND WASTE RECEPTACLEWAINSCOTR4R5R6TOILET - ELONGATED BOWLG1FLOOR DRAINBOBRICK OR EQUIV. SURFACE MOUNTED MULTI-ROLL TOILET TISSUE AND SEATCOVER DISPENSERR12R8FLOOR MOUNTED OVERHEAD BRACED STANDARD LAMINATE TOILET PARTITIONR14WALL MOUNTED 36"X48" STANDARD LAMINATE URINAL SCREENR13WALL MOUNTED URINALG2MIRROR ABOVE LAVATORY WITH BOTTOM EDGE OF REFLECTING SURFACE AT 40"A.F.F. MAX.G330" X 48" REQUIRED ACCESSIBLE CLEAR FLOOR SPACE60" DIA. REQUIRED ACCESSIBLE CLEAR FLOOR SPACE.WOMEN'S RESTROOMSMEN'S RESTROOMSR9R7TOILET - ELONGATED BOWL - FLUSH HANDLE ON OPEN SIDE (MIN. 17" AND 19" MAX.SEAT HEIGHT - CENTER LINE OF TOILET SHALL BE MIN 17" AND MAX 18" FROMFINISHED SIDE WALL)KEYNOTESWALL MOUNTED ELECTRIC HAND DRYERG4STEEL FRAMED CANOPYHIGH AND LOW COMBINATION DRINKING FOUNTAIN. PROVIDE MIN. 27" CLEARBELOW BASIN. REFER COMMON AREA ACCESSIBILITY DETAILSG5G6MOP SINKG7WALL MOUNTED BABY CHANGING STATIONNON-ACCESSIBLE SHOWER WITH SINGLE-HAND LEVER CONTROLS ANDSTANDARD SHOWER HEADP1POOL SHOWERSFOLDING SEAT PER 1127A.5.3.7 - SEE 16/AD-02P2WATER CONTROLS AND SHOWER SPRAY UNIT PER 1127A.5.3.6 - SEE DETAIL16/AD-02P3GRAB BARS PER 1127A.5.3.8P4RESTROOM DOOR SIGNAGE PER 18/AD-02A1SIGNAGERESTROOM SIGNAGE PER 11/AD-02A21AD-84UNDERCOUNTER MOUNTED LAVATORY WITHSOLID SURFACE COUNTERTOP12AD-02A2AD-02.1G8HATCHED AREA INDICATES LOWERED SOFFIT. REFER TO REFLECTED CEILING PLANON A5-61.APLUMBING FIXTURES REQUIREMENTS FOR COMBINED OCCUPANCY - BLDG A LEVEL 3 POOL DECK & CLUBROOM (CPC 2019 SECTION 422.1)Occupancy groupTotal area(in S.F.)Number of occupants (50%)Number of drinking fountainsService sink*Pool ShowersNumber of toilets (women)Number of toilets (men)Number of urinalsNumber of lavatories (women)Number of lavatories (men)A-34,975830.331NA2.490.830.830.830.42Pool/Spa1,277860.34NA1.720.720.570.570.540.5443Total11242221NOTE: IN BUSINESS AND MERCANTILE OCCUPANCIES WITH 50 OR FEWER PERSONS, ONE SINGLE USE (UNISEX) TOILET FACILITY MAY BE PROVIDED IN OCCUPANCIES WITH 10 OR FEWER PERSONS, ONE SINGLE USE (UNISEX) TOILET FACILITY MAY BE PROVIDED * IN COMBINED OCCUPANCY FACILITIES, MIN. ONE SERVICE SINK SHALL BE PROVIDED*MULTI-USER RESTROOM PROVIDED ON LEVEL 3.AA06-21-23 SPLVELECFEC SP2"10"4'-11 1/4"5'-11 1/2"5'-11 1/2"7'-10 1/2"6"2"1'-0"2"4'-6"6"1'-0"31'-2"10"4'-2 1/2"10"1'-6 1/2"2'-4 1/2"13'-1"2 1/4"2'-3 1/4"3'-2 3/4"2'-5 1/4"4'-2 1/2"1'-2 3/4"3'-1 1/2"6'-11 1/2"1'-2 3/4"5'-11 1/2"8'-5"5'-11 1/2"2'-5 1/4"13'-1"8'-4 1/4"3'-1 1/4"11"5 1/2"6'-5 1/2"2"11'-1"13'-0"6"4"2'-1"5'-8 1/2"1'-0"X.2X.1Y.1Y.2Y.3Y.4Y.5Y.6Y.8Y.7Y.2Y.3Y.5Y.6Y.7Y.1Y.4Y.8KX.2X.1K5.58.55.58.5G4G460'-0"32'-0"60'-0"23'-3 1/2"10'-0"1"8'-9 1/2"10'-0"23'-3 1/2"1'-0"6'-5 1/2"1'-4"4" 32'-0" 1"25'-4"2"HVAC22'-9 1/2"1'-0 1/2"22'-9 1/2"1'-0 1/2"6'-2"2"OPEN TO BELOW2A2-305 1/2"CLUBROOMENLARGED PLAN -LEVEL 4A5-60BCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ASCALE:11/4"=1'-0"CLUBROOM - LEVEL 4KEYNOTESLINE OF FLOOR ABOVEFIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF,SEMI-RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITHLOCAL FIRE AUTHORITY.BUILDING PLAN LEGENDDOOR SYMBOLFLOOR DRAIN - SEE PLMBXXWINDOW & STOREFRONT SYMBOL -A7-20-A7-404AD-22FECDOWNSPOUTDSFDDIRECTION OF SLOPE - 1/4" / FT U.N.O.1-A7-10-A7-30ACCESSIBLE PARKING SPACEALLAD-32ALLAD-41.1WATERPROOF TRAFFIC COATINGFRAMED WALL - 6" METAL STUDCONCRETE COLUMNMAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROMACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEARAFF IN ALL OTHER LOCATIONS OF GARAGE.FULL HEIGHT STEEL FENCING-X"DEPRESSIONSLOPE TO LEVELLEVEL TO SLOPEDEPRESSION TO SLOPE-X"16AD-3140" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVEFRAMED WALL - 3-5/8" METAL STUDAIRCRAFT CABLE VEHICULAR BARRIERSPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O.SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS-3" FSFS = FINISH SURFACETOC = TOP OF STRUCTURAL CONCRETE SLABTO CURB = TOP OF CURB-6" TOC19AD-31CONCRETE WHEEL STOPDETECTABLE WARNINGS, MIN 36" WIDECONCRETE TOPPING SLAB(PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.)COLUMN CAPCMU WALL - SEE STRUCTURALFRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURBCONCRETE WALL - SEE STRUCTURALCONCRETE STRUCTURAL SLAB TRANSITIONS3AD-3112AD-3112AD-01EVELECTRIC VEHICLE CHARGING STATIONSEE SCHEDULESSEE DOOR SCHEDULESALLAD-55ALLAD-56EXTENT OF EXTERIOR STUCCO FINISHROOM NUMBER */ UNIT NUMBERROOM NAME / UNIT TYPEXX001A5-XXSHEET REFERENCE* ROOM NUMBERS BEGINNING WITH 'P'HAVE BEEN ASSIGNED BY ARCHITECTFOR PROJECT COMMUNICATION. THESEROOM NUMBERS ARE NOT PART OF THEADDRESSING SYSTEM.RESTROOMSWALL MOUNTED GRAB BAR; SEE DET 10&13/AD-02, PROVIDE SOLID 2X BACKINGGENERALBOBRICK B-3571 OR EQUIV PARTITION MOUNTED SEAT COVER, SANITARYNAPKIN DISPOSAL, AND TOILET TISSUE DISPENSERR1R2R11NOTE: FOR REQUIRED RESTROOM CLEARANCES REFER TO DETAIL AD-02BOBRICK B-3947 OR EQUIV. RECESSED CONVERTIBLE PAPER TOWEL DISPENSER R3AND WASTE RECEPTACLEWAINSCOTR4R5R6TOILET - ELONGATED BOWLG1FLOOR DRAINBOBRICK OR EQUIV. SURFACE MOUNTED MULTI-ROLL TOILET TISSUE AND SEATCOVER DISPENSERR12R8FLOOR MOUNTED OVERHEAD BRACED STANDARD LAMINATE TOILET PARTITIONR14WALL MOUNTED 36"X48" STANDARD LAMINATE URINAL SCREENR13WALL MOUNTED URINALG2MIRROR ABOVE LAVATORY WITH BOTTOM EDGE OF REFLECTING SURFACE AT 40"A.F.F. MAX.G330" X 48" REQUIRED ACCESSIBLE CLEAR FLOOR SPACE60" DIA. REQUIRED ACCESSIBLE CLEAR FLOOR SPACE.WOMEN'S RESTROOMSMEN'S RESTROOMSR9R7TOILET - ELONGATED BOWL - FLUSH HANDLE ON OPEN SIDE (MIN. 17" AND 19" MAX.SEAT HEIGHT - CENTER LINE OF TOILET SHALL BE MIN 17" AND MAX 18" FROMFINISHED SIDE WALL)KEYNOTESWALL MOUNTED ELECTRIC HAND DRYERG4STEEL FRAMED CANOPYHIGH AND LOW COMBINATION DRINKING FOUNTAIN. PROVIDE MIN. 27" CLEARBELOW BASIN. REFER COMMON AREA ACCESSIBILITY DETAILSG5G6MOP SINKG7WALL MOUNTED BABY CHANGING STATIONNON-ACCESSIBLE SHOWER WITH SINGLE-HAND LEVER CONTROLS ANDSTANDARD SHOWER HEADP1POOL SHOWERSFOLDING SEAT PER 1127A.5.3.7 - SEE 16/AD-02P2WATER CONTROLS AND SHOWER SPRAY UNIT PER 1127A.5.3.6 - SEE DETAIL16/AD-02P3GRAB BARS PER 1127A.5.3.8P4RESTROOM DOOR SIGNAGE PER 18/AD-02A1SIGNAGERESTROOM SIGNAGE PER 11/AD-02A21AD-84UNDERCOUNTER MOUNTED LAVATORY WITHSOLID SURFACE COUNTERTOP12AD-02A2AD-02.1G8HATCHED AREA INDICATES LOWERED SOFFIT. REFER TO REFLECTED CEILING PLANON A5-61.A06-21-23 SPFEC SP554444ARCHED SOFFITARCHED SOFFITARCHED SOFFITARCHED SOFFITARCHED SOFFITARCHED SOFFITARCHED SOFFITARCHED SOFFITARCHED SOFFIT16'-7" CLG.14'-0" CLG.14'-0" CLG.16'-7" CLG.10'-0" CLG.ANGLEDDOWNANGLEDDOWNANGLEDDOWNANGLEDDOWNANGLEDDOWN ANGLEDDOWN ANGLED DOWN ANGLED DOWN ARCHED SOFFIT13'-0"10'-5 1/8"13'-0"11'-4 1/4"4'-9 1/8"10'-2 7/8"10'-3 1/8"5'-6 1/4"11'-8 1/2"11'-8 1/2"11'-6 7/8"2'-0 3/8"1'-9"1'-9"6'-3 3/4"5'-4 3/8"3'-5 1/4"3'-5 1/4"3'-5 1/8"3'-5 1/8"1'-4 1/4"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ACLUBROOMENLARGEDREFLECTED CEILINGPLANA5-61DECORATIVE FIXTURE20" X 30" ACCESS PANEL UNLESS SIZE AS INDICATED12RCP KEYNOTESRCP GENERAL NOTES7.5.4.1.2.3.REFER TO MECH. DWGS. FOR INFO ON SUPPLY & RETURN AIR VENTS, EXHAUSTFANS & MECH. EQUIP. GENERALLY, MECH. GRILLES SHALL BE ALIGNED W/CENETR OF LIGHT FIXTURES AND/OR EQUALLY SPACED BETWEEN FIXTURES.PAINT MECHANICAL GRILLES AND LIGHT TRIM RINGS AND EDGES TO MATCHADJACENT WALL/CEILING FINISH COLOR. DO NOT PAINT BRIGHT TRIM RINGS.SEE ELECT. DWGS. FOR SPECIFIC INFO. ON LIGHT FIXTURESCLG HTS INDICATED ARE MEASURED FROM F.F. OF PRIMARY FLR.(NOT FROM ADJ. SLOPES OR DEPRESSIONS) TO NOMINAL BOT. OFCLG FRM'G. REFER TO FLOOR PLANS FOR F.F. ELEVS.RECESSED CAN LIGHT FIXTURES SHALL BE LOCATED AS FOLLOWS (IFNOT SPECIFICALLY DIMENSIONED ON PLAN):IN GYPSUM BOARD CEILINGS:a. CENTERED IN THE AREAS IN WHICH THEY OCCURb. INSTALLED CENTERED IN LINE WITH EACH OTHERIN ACOUSTIC TILE CEILINGS:a. CENTERED IN ACOUSTIC TILEFIRE SPRINKLER HEADS TO BE SEMI-RECESSED TYPE AND SHALL BEINSTALLED AS FOLLOWS:IN GYPSUM BOARD CEILINGS:a. IN LINE WITH CENTER LINE OF LIGHT FIXTURESb. EQUALLY SPACED BETWEEN LIGHT FIXTURESIN ACOUSTIC TILE CEILINGS:a. CENTERED IN ACOUSTIC TILEFOR SOFFIT CONSTRUCTION SEE8.10.9.SUSPENDED CEILINGS SHALL COMPLY WITH CBCTABLES 25-A AND 16-O. SEEROUTE CONDUIT IN ATTIC SPACE IN A NEAT & ORDERLY MANNER,TIGHT TO UNDERSIDE OF SHTG.GYP. BD. CLGS SHALL BE PROVIDED W/ A PAINTED FINISH UNLESSANOTHER FINISH IS APPLIED THERETO. PROVIDE LIGHT SMOOTHTEXTURE W/ EGGSHELL PAINT. FOR WET AREAS PROVIDE SMOOTHFINISH W/ SEMI-GLOSS PAINT.11.ATTIC SPACES IN DROPPED CLGS. & FLR. ASSEMBLIES CONTAINNUMEROUS PIPES, DUCTS & THE LIKE W/ LIMITED CLEARDIMENSIONS. THE GENERAL CONTRACTOR SHALL CAREFULLYCOORDINATE THE LAYOUT OF UTILITIES, DUCTS & PIPES TO AVOIDCONGESTION & MAINTAIN CLG HTS. & CONFIGS.12.CRITERIA FOR ACOUSTIC TILE LAYOUT: THE GRID FOR ACOUSTIC TILESHOULD BE ESTABLISHED SUCH THAT EDGE TILES AT OPPOSITEWALLS ARE EQUAL AND SUCH THAT THE RESULTING RECESSEDLIGHT FIXTURES CONFIGURATION IS CENTERED WITHIN THE ROOM.13.DECORATIVE LIGHT FIXTURES > 20 LBS. SHALL BE MOUNTED TOBLKG. BETWEEN TRUSSES OR FLOOR JOISTS SEE14.SMOKE DAMPERS SHALL BE CLOSED BY ACTUATION OF A SMOKEDETECTOR INSTALLED IN ACCORDANCE WITH THE CA. FIRE CODE &ONE OF THE APPLICABLE METHODS LISTED UNDER C.B.C. 713.10.2-SEE THE FIRE ALARM CONTRACTOR'S SHOP DRWGS FOR SMOKEDETECTOR LOCATIONS & MECH. PLANS FOR SMOKE/FIRE DAMPERLOCATIONS.15.-AD-9120AD-9123AD-91CEILING TYPESSYMBOLS LEGENDRECESSED CEILING MOUNTED SPEAKERSMATERAIL & FINISHESCLG. X'-X"CEILING HEIGHT INDICATORRECESSED CAN LIGHT FIXTURE: IF RECESSED WITHIN RATED FLR/CLG. ORROOF/CLG. ASSEMBLY, FIXTURES SHALL BE WITHIN EQUALLY RATED FIREBOX. SEE ELECTRICAL DWGS.SURFACE MOUNT WALL SCONCE LIGHT FIXTURE AT UNIT ENTRYPROVIDE BATT SOUND INSULATION FULLY IN CEILING CAVITIES OF COMMONAREA AND AMENITY SPACE THAT OCCURS BELOW LIVING UNIT16.LIGHT IS CENTERED IN CEILING3WALL MOUNT "BUG EYE" EMERGENCY LUMINAIREEXIT SIGN / EMERGENCY LUMINAIRE COMBOCEILING FINISHES SHALL COMPLY WITH C.B.C. SECTION 803 & TABLE 803.136.ALL CEILINGS TO BE (1) LAYER 1/2" GYPSUM BOARD ON METAL STUDSUSPENSION SYSTEM PER DETAILSALL CEILINGS TO BE GENERAL CEILING PAINT U.N.O. AND SHALL COMPLY WITHCBC SECTION 803 AND 803.13.16AD-914AD-91SURFACE MOUNT CEILING LIGHT FIXTUREFOR ALL LIGHTING SYMBOLS NOT SHOWN HERE, SEEINTERIOR DESIGN DRAWINGS FOR FIXTURE TYPEHATCH INDICATES EXTERIOR STUCCO FINISH AT BUILDING BDASHED LINES INDICATE GYP. BD. WRAPPED STEEL OR WOOD BEAM ABOVE4ILLUMINATED EXIT SIGN SHOULD BE MOUNTED ON WALL ABOVE DOOR5FOR METAL CEILING JOIST SPAN CHARTS, SEE 4/AD-91.17.FOR HEAVY FIXTURE MOUNTING DETAIL, SEE 22/AD-9118.FOR DROPPED CEILING DETAILS AT THE CLUBROOM, SEE 16/AD-9119.FOR FAUX BEAM DETAIL AT FITNESS, SEE 15/AD-9120.SUPPLY VENTPOLE MOUNT LUMINAIRE AT GARAGESCALE:11/4"=1'-0"NOT USEDSCALE:21/4"=1'-0"CLUBROOM REFLECTED CEILING PLAN - LEVEL 406-21-23 DDDESPFEC SPSPLVELECHVACFEC SP12AD-2817AD-2812AD-2816AD-2816AD-2816AD-2816AD-28CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ACLUBROOMENLARGED PLAN -PRIMARYSTRUCTURAL FRAMEA5-62BUILDING COMPOSITE PLAN NOTES6AD-311.THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS,ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TOTHE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION.2.UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THELEGAL ADDRESS.3.FOR GENERAL ACCESSIBILITY INFORMATION, SEE4.ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O.5.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O.6.PROVIDE PENETRATION FIRESTOP SYSTEMS PER7.THE FLAME-SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY8.WITH CBC 803.9.INTERIOR TRIMS SHALL COMPLY WITH CBC 806.10.PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING,PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE FIRE-RATEDACCESS PANELS WITH SELF CLOSING DEVICES.11.PROVIDE ACOUSTICAL ASSEMBLIES PER12.INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806.13.MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER14.VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2.15.SEE STRUCTURAL DRAWINGS FOR:A)SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHINGB)SPECIAL NAILING AND BLOCKING REQUIREMENTS15.PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIORBALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROMIRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNINGPERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BEVENTILATED. IN FIRE-RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLERPROTECTION SHALL BE EXTENDED TO THOSE AREAS.16.WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW ORIRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALLELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTEDAND APPROVED.17.PARKING GARAGE TYPE-IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE-RESISTIVE CONSTRUCTIONTHROUGHOUT.18.VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%)19.FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPEPROTECTION PER20.GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FORSUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC.21.THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FORSECURITY AND SAFETY.22.ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROMDRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS.23.SEE SHEETS A0-11 THRU A0-25 FOR ALL WALL FIRE RATINGS AND CORRESPONDING DETAILS24.SEE SHEETS A0-31 THRU A0-45 FOR EXITING ANALYSIS INCLUDING ROOM NAME, SQUARE FOOTAGE,OCCUPANT LOAD FACTOR, NUMBER OF OCCUPANTS AND OCCUPANCY TYPE25.CEILING FIXTURES THAT ARE RECESSED INTO FLOOR/CEILING ASSEMBLIES SHALL BE PROTECTED VIA LINEDJOIST BAY PER DETAIL 6/AD-21.26.PROVIDE CONTINUOUS DRYWALL BEHIND TUBS PER DETAIL 20/AD-22.27.CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINECABINETS PER DETAIL 4/AD-22.28.FOR TYPICAL CORRIDOR SECTION INCLUDING NOTES AND DETAILS, SEE29.INTERIOR FLOOR FINISHES SHALL SHOW COMPLIANCE WITH CBC SECTION 804.4AD-20ALLAD-02.1 ALLAD-01TOKEYNOTESMECHANICAL SHAFT - SEE MECHANICAL DRAWINGSLINE OF FLOOR ABOVEFIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF,SEMI-RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITHLOCAL FIRE AUTHORITY.BUILDING PLAN LEGENDDOOR SYMBOLFLOOR DRAIN - SEE PLMBXXWINDOW & STOREFRONT SYMBOL -A7-20-A7-404AD-22FECDOWNSPOUTDSFDDIRECTION OF SLOPE - 1/4" / FT U.N.O.ALLAD-2018AD-2212-A7-10-A7-30ACCESSIBLE PARKING SPACEALLAD-32ALLAD-41.1WATERPROOF TRAFFIC COATINGFRAMED WALL - 6" METAL STUDCONCRETE COLUMNMAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROMACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEARAFF IN ALL OTHER LOCATIONS OF GARAGE.FULL HEIGHT STEEL FENCING-X"DEPRESSIONSLOPE TO LEVELLEVEL TO SLOPEDEPRESSION TO SLOPE-X"16AD-3140" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVEFRAMED WALL - 3-5/8" METAL STUDAIRCRAFT CABLE VEHICULAR BARRIERSPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O.SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS-3" FSFS = FINISH SURFACETOC = TOP OF STRUCTURAL CONCRETE SLABTO CURB = TOP OF CURB-6" TOC19AD-31CONCRETE WHEEL STOPDETECTABLE WARNINGS, MIN 36" WIDECONCRETE TOPPING SLAB(PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.)COLUMN CAPCMU WALL - SEE STRUCTURALFRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURBCONCRETE WALL - SEE STRUCTURALCONCRETE STRUCTURAL SLAB TRANSITIONSRETAIL PARKING SPACE3GUEST PARKING SPACE4EV READY SPACE (FUTURE)5EV CHARGING SPACE (INSTALLED)6CLEAN AIR VEHICLE PARKING SPACE742" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-318ACCESSIBLE PARKING SPACE - MAX 2% SLOPE9VEHICULAR HEADROOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOORB. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR103AD-3112AD-31DIAGONAL STRIPING, REFER TO DETAIL 6/AD-011112AD-01EXPANSION JOINT, REFER TO SHEET AD-3312STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITIONWALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OFCONCRETE SLAB ABOVE.13DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB14EVELECTRIC VEHICLE CHARGING STATIONSEE SCHEDULESSEE DOOR SCHEDULESALLAD-55ALLAD-56PROVIDE SIGNAGE & BRAILLE ADJACENT TO DOORS LEADING INTO PARKING GARAGEAS A MEANS OF PROVIDING DETECTABLE WARNINGS PER DETAIL15EXTENT OF EXTERIOR STUCCO FINISH1AD-31.11AD-31.11AD-31.15AD-31.12AD-31.13 & 4AD-31.15,6 & 9AD-0121AD-718 & 12AD-27ROOM NUMBER */ UNIT NUMBERROOM NAME / UNIT TYPEXX001A5-XXSHEET REFERENCE* ROOM NUMBERS BEGINNING WITH 'P'HAVE BEEN ASSIGNED BY ARCHITECTFOR PROJECT COMMUNICATION. THESEROOM NUMBERS ARE NOT PART OF THEADDRESSING SYSTEM.REFER TO SHEET A5-87 FOR ENLARGED RAMP PLANS A2 THROUGH A716REFER TO SHEET A5-88 FOR ENLARGED RAMP PLANS A8 THROUGH A1417REFER TO SHEET A5-89 FOR ENLARGED RAMP PLANS B1 THROUGH B5182-HR RATED ACCESS PANEL, 18" (W) X 24" (H)19A2-HR RATED ERRCS SHAFT WITH 90 MIN. ACCESS PANEL, 12" (W) X 12" (H)20STORM WATER DETENSION BASIN, SEE CIVIL DRAWINGS21AGATE AND FENCE2220AD-52.1SCALE:11/4"=1'-0"CLUBROOM STRUCTURAL FRAME - LEVEL 3SCALE:21/4"=1'-0"CLUBROOM STRUCTURAL FRAME - LEVEL 406-21-23 POOLSHOWERMEN'SRESTRMCLUBROOMPOOLSPA1AD-2117AD-213 HR CONC.FLR/ CLG1AD-211 HR CONC.FLR/ CLG17AD-213 HR CONC.FLR/ CLG3AD-21CLUBROOM SECTIONSA5-63CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ASCALE:21/4"=1'-0"POOL RESTROOM SECTIONSCALE:11/4"=1'-0"CLUBROOM SECTION06-21-23 LV23'-3 1/4"20'-4 3/8"20'-1 1/4"14'-4 3/4"14'-4 3/4"1'-2 1/2"5'-3"15'-2"8'-1"1'-0"9"1'-6" 2"10" 6" 2"10"6'-0"1'-9 1/2" 6"15'-2"7'-7 1/2"5 1/2"1'-0"5'-0"2'-3"5'-6"13'-0"4'-7"1'-2 1/2"10"6'-0"9'-0"5'-1 1/4"2'-11 1/2"5'-2"2'-0"10'-1 1/2"6"5A6-02AB30"X48"CLEARSPACE30"X48"PARALLELAPPROACH30"X48" CLEARSPACE+7.03"+7.53"+0"-1/2"34" COUNTERHEIGHT+0"34" COUNTERHEIGHT4.83%SLOPE+12.75"4.83%SLOPE+0"SURFACE OFDECK IS LEVELPAVERSUNITDECK8'-11 3/4"T.O.PL.8'-10"CLG.1'-0 3/4"UNITDECK8'-11 3/4" T.O.PL. 8'-10" CLG.3-2-A2A1PLANTERPLANTERPLANTERPLANTER ROOF SLOPE ANDDRAIN OCCURSBENEATHPEDESTAL PAVERSSYSTEM WHICH ISINSTALLED FLAT -SEE DETAIL 8/AD-21LANDSCAPESTRUCTURE IS ADEFERREDSUBMITTALR6R1G3R8R2G28AD-218AD-21ROOF DECKA5-64B, 963 S.F.ROOF RESTROOMP722A5-64R-2, 89 S.F.2'-10"G1G1CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AROOF DECKENLARGED PLANA5-64BUILDING COMPOSITE PLAN NOTES6AD-311.THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS,ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TOTHE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION.2.UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THELEGAL ADDRESS.3.FOR GENERAL ACCESSIBILITY INFORMATION, SEE4.ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O.5.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O.6.PROVIDE PENETRATION FIRESTOP SYSTEMS PER7.THE FLAME-SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY8.WITH CBC 803.9.INTERIOR TRIMS SHALL COMPLY WITH CBC 806.10.PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING,PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE FIRE-RATEDACCESS PANELS WITH SELF CLOSING DEVICES.11.PROVIDE ACOUSTICAL ASSEMBLIES PER12.INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806.13.MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER14.VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2.15.SEE STRUCTURAL DRAWINGS FOR:A)SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHINGB)SPECIAL NAILING AND BLOCKING REQUIREMENTS15.PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIORBALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROMIRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNINGPERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BEVENTILATED. IN FIRE-RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLERPROTECTION SHALL BE EXTENDED TO THOSE AREAS.16.WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW ORIRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALLELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTEDAND APPROVED.17.PARKING GARAGE TYPE-IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE-RESISTIVE CONSTRUCTIONTHROUGHOUT.18.VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%)19.FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPEPROTECTION PER20.GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FORSUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC.21.THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FORSECURITY AND SAFETY.22.ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROMDRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS.23.SEE SHEETS A0-11 THRU A0-25 FOR ALL WALL FIRE RATINGS AND CORRESPONDING DETAILS24.SEE SHEETS A0-31 THRU A0-45 FOR EXITING ANALYSIS INCLUDING ROOM NAME, SQUARE FOOTAGE,OCCUPANT LOAD FACTOR, NUMBER OF OCCUPANTS AND OCCUPANCY TYPE25.CEILING FIXTURES THAT ARE RECESSED INTO FLOOR/CEILING ASSEMBLIES SHALL BE PROTECTED VIA LINEDJOIST BAY PER DETAIL 6/AD-21.26.PROVIDE CONTINUOUS DRYWALL BEHIND TUBS PER DETAIL 20/AD-22.27.CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINECABINETS PER DETAIL 4/AD-22.28.FOR TYPICAL CORRIDOR SECTION INCLUDING NOTES AND DETAILS, SEE29.INTERIOR FLOOR FINISHES SHALL SHOW COMPLIANCE WITH CBC SECTION 804.4AD-20ALLAD-02.1 ALLAD-01TOKEYNOTESMECHANICAL SHAFT - SEE MECHANICAL DRAWINGSLINE OF FLOOR ABOVEFIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF,SEMI-RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITHLOCAL FIRE AUTHORITY.BUILDING PLAN LEGENDDOOR SYMBOLFLOOR DRAIN - SEE PLMBXXWINDOW & STOREFRONT SYMBOL -A7-20-A7-404AD-22FECDOWNSPOUTDSFDDIRECTION OF SLOPE - 1/4" / FT U.N.O.ALLAD-2018AD-2212-A7-10-A7-30ACCESSIBLE PARKING SPACEALLAD-32ALLAD-41.1WATERPROOF TRAFFIC COATINGFRAMED WALL - 6" METAL STUDCONCRETE COLUMNMAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROMACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEARAFF IN ALL OTHER LOCATIONS OF GARAGE.FULL HEIGHT STEEL FENCING-X"DEPRESSIONSLOPE TO LEVELLEVEL TO SLOPEDEPRESSION TO SLOPE-X"16AD-3140" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVEFRAMED WALL - 3-5/8" METAL STUDAIRCRAFT CABLE VEHICULAR BARRIERSPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O.SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS-3" FSFS = FINISH SURFACETOC = TOP OF STRUCTURAL CONCRETE SLABTO CURB = TOP OF CURB-6" TOC19AD-31CONCRETE WHEEL STOPDETECTABLE WARNINGS, MIN 36" WIDECONCRETE TOPPING SLAB(PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.)COLUMN CAPCMU WALL - SEE STRUCTURALFRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURBCONCRETE WALL - SEE STRUCTURALCONCRETE STRUCTURAL SLAB TRANSITIONSRETAIL PARKING SPACE3GUEST PARKING SPACE4EV READY SPACE (FUTURE)5EV CHARGING SPACE (INSTALLED)6CLEAN AIR VEHICLE PARKING SPACE742" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-318ACCESSIBLE PARKING SPACE - MAX 2% SLOPE9VEHICULAR HEADROOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOORB. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR103AD-3112AD-31DIAGONAL STRIPING, REFER TO DETAIL 6/AD-011112AD-01EXPANSION JOINT, REFER TO SHEET AD-3312STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITIONWALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OFCONCRETE SLAB ABOVE.13DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB14EVELECTRIC VEHICLE CHARGING STATIONSEE SCHEDULESSEE DOOR SCHEDULESALLAD-55ALLAD-56PROVIDE SIGNAGE & BRAILLE ADJACENT TO DOORS LEADING INTO PARKING GARAGEAS A MEANS OF PROVIDING DETECTABLE WARNINGS PER DETAIL15EXTENT OF EXTERIOR STUCCO FINISH1AD-31.11AD-31.11AD-31.15AD-31.12AD-31.13 & 4AD-31.15,6 & 9AD-0121AD-718 & 12AD-27ROOM NUMBER */ UNIT NUMBERROOM NAME / UNIT TYPEXX001A5-XXSHEET REFERENCE* ROOM NUMBERS BEGINNING WITH 'P'HAVE BEEN ASSIGNED BY ARCHITECTFOR PROJECT COMMUNICATION. THESEROOM NUMBERS ARE NOT PART OF THEADDRESSING SYSTEM.REFER TO SHEET A5-87 FOR ENLARGED RAMP PLANS A2 THROUGH A716REFER TO SHEET A5-88 FOR ENLARGED RAMP PLANS A8 THROUGH A1417REFER TO SHEET A5-89 FOR ENLARGED RAMP PLANS B1 THROUGH B5182-HR RATED ACCESS PANEL, 18" (W) X 24" (H)19A2-HR RATED ERRCS SHAFT WITH 90 MIN. ACCESS PANEL, 12" (W) X 12" (H)20STORM WATER DETENSION BASIN, SEE CIVIL DRAWINGS21AGATE AND FENCE2220AD-52.1SCALE:11/4"=1'-0"ROOF DECK - LEVEL 7PLUMBING FIXTURES REQUIREMENTS FOR BUSINESS OCCUPANCY (B) (CPC 2019 TABLE 422.1) LEVEL 7 ROOF DECKTotal area(in S.F.)Number of occupants (50%)(200 load factor)Number of drinking fountainsService sinkNumber of toilets (women)Number of toilets (men)Number of urinalsNumber of lavatories (women)Number of lavatories (men)58221111111NOTE: IN BUSINESS AND MERCANTILE OCCUPANCIES WITH 50 OR FEWER PERSONS, ONE SINGLE USE (UNISEX) TOILET FACILITY MAY BE PROVIDED IN OCCUPANCIES WITH 10 OR FEWER PERSONS, ONE SINGLE USE (UNISEX) TOILET FACILITY MAY BE PROVIDED*SINGLE USER RESTROOM PROVIDED ON LEVEL 7.SCALE:21/4"=1'-0"ROOF DECK SECTION 2SCALE:31/4"=1'-0"ROOF DECK SECTION 3RESTROOMSWALL MOUNTED GRAB BAR; SEE DET 10&13/AD-02, PROVIDE SOLID 2X BACKINGGENERALBOBRICK B-3571 OR EQUIV PARTITION MOUNTED SEAT COVER, SANITARYNAPKIN DISPOSAL, AND TOILET TISSUE DISPENSERR1R2R11NOTE: FOR REQUIRED RESTROOM CLEARANCES REFER TO DETAIL AD-02BOBRICK B-3947 OR EQUIV. RECESSED CONVERTIBLE PAPER TOWEL DISPENSER R3AND WASTE RECEPTACLEWAINSCOTR4R5R6TOILET - ELONGATED BOWLG1FLOOR DRAINBOBRICK OR EQUIV. SURFACE MOUNTED MULTI-ROLL TOILET TISSUE AND SEATCOVER DISPENSERR12R8FLOOR MOUNTED OVERHEAD BRACED STANDARD LAMINATE TOILET PARTITIONR13WALL MOUNTED URINALG2MIRROR ABOVE LAVATORY WITH BOTTOM EDGE OF REFLECTING SURFACE AT 40"A.F.F. MAX.G330" X 48" REQUIRED ACCESSIBLE CLEAR FLOOR SPACE60" DIA. REQUIRED ACCESSIBLE CLEAR FLOOR SPACE.WOMEN'S RESTROOMSMEN'S RESTROOMSR9R7TOILET - ELONGATED BOWL - FLUSH HANDLE ON OPEN SIDE (MIN. 17" AND 19" MAX.SEAT HEIGHT - CENTER LINE OF TOILET SHALL BE MIN 17" AND MAX 18" FROMFINISHED SIDE WALL)KEYNOTESWALL MOUNTED ELECTRIC HAND DRYERG4STEEL FRAMED CANOPYHIGH AND LOW COMBINATION DRINKING FOUNTAIN. PROVIDE MIN. 27" CLEARBELOW BASIN. REFER COMMON AREA ACCESSIBILITY DETAILSG5G6MOP SINKG7WALL MOUNTED BABY CHANGING STATIONRESTROOM DOOR SIGNAGE PER 18/AD-02A1SIGNAGERESTROOM SIGNAGE PER 11/AD-02A21AD-84UNDERCOUNTER MOUNTED LAVATORY WITHSOLID SURFACE COUNTERTOP12AD-02A2AD-02.1G8HATCHED AREA INDICATES LOWERED SOFFIT. REFER TO REFLECTED CEILING PLANON A5-61.AAAAAAA06-21-23 ROOF DECK SHADETRELLIS DETAILA5-64ABUILDINGACCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ASCALE:13/16"=1'-0"ROOF DECK SHADE TRELLIS DETAILREFER TO LANDSCAPEDRAWINGS FOR MOREINFORMATION06-21-23 LV DN5.8%124.13'123.16'126.7126..00'126.70'1112H.8LM.227'-0"10'-9 1/4"7'-7 3/4"1'-0 3/4" 1"6 1/2"3'-10"3'-10 1/2"10'-1"6'-6"25'-0"1'-0"16'-7 1/2"5'-11 1/2"1'-0"2'-5"3'-10"5'-4"5'-4"2'-10"1'-0"1" 1'-6"2'-5 3/4"2'-4 1/4"5"3'-8"2'-6 1/2"2'-3"1'-6"1'-0"1'-11 1/2"17'-9 1/2"1'-11"3'-8"1'-5"1'-11"1'-6"KJ61116'-0"2'-10"33'-0"4'-4"8'-0"11'-0"9"8'-11"3'-8"2'-10"2'-6 1/2"2'-6 1/2"2'-6 1/2"2'-6 1/2"2'-6 1/2"2'-6 1/2"2'-4"8'-11"1'-0"1'-0" 2'-10"5'-8"7'-0"3'-4"1'-0" 2'-0"10'-8"2'-2" 1'-3" MIN.REACH RANGE 4'-0" MAX. REACH RANGEASEE DETAIL 5/AD-02.1, TYP.C6'-8"FLORENCE4CADD-10,TYP.PARCELPENDING,TYP.MAILROOMMAILROOM1'-3" MIN.REACH RANGE 4'-0" MAX. REACH RANGE FLORENCE4CADD-10,TYP.ASEE DETAIL 5/AD-02.1, TYP.FLORENCE4CADD-10,TYP.BSEE DETAIL 5/AD-02.1, TYP.FLORENCE4CADD-10,TYP.DSEE DETAIL 5/AD-02.1, TYP.1'-3" MIN.REACHRANGE4'-0" MAX.REACH RANGE1'-3" MIN.REACH RANGE 4'-0" MAX. REACH RANGELOBBYLOBBYLOBBY 1'-10"2 TREADS @ 11" EACHMIN. 72" CLEARLANDINGMIN 60" CLEARLANDING1'-11"1'-0"REFER TO DETAIL11&12/AD-71.1 FORRAMP REQUIREMENTS5'-0 " 5'-0 "34" COUNTERHEIGHT5'-0 "34" COUNTERHEIGHT30x48CLEAR19" DCLEAR6A5-65AC4A5-65ABDMAILROOMP110A5-65PARCEL ROOMP111A5-65MAIL/ PARCELR-2, 347 S.F.R-2, 434 S.F.2ND FL T.O. SLAB1ST FL T.O. SLAB ON GRADE134.42' FF123.16' FF11 5/8"± RISE VERIFY 3 EQ RISERS, 7" MAX 11'-3 1/8"2ND FL T.O. SLAB1ST FL T.O. SLAB ON GRADE134.42' FF123.16' FF11'-3 1/8"3AD-71.225R-2, 129 S.F.1'-3"1'-3"1'-11"124.13' FF124.13' FFGUARDRAIL1'-10"2'-2" 4'-0"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AMAILROOM ENLARGEDPLAN & INTERIORELEVATIONSA5-65BUILDINGA&BBUILDING COMPOSITE PLAN NOTES6AD-311.THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS,ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TOTHE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION.2.UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THELEGAL ADDRESS.3.FOR GENERAL ACCESSIBILITY INFORMATION, SEE4.ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O.5.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O.6.PROVIDE PENETRATION FIRESTOP SYSTEMS PER7.THE FLAME-SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY8.WITH CBC 803.9.INTERIOR TRIMS SHALL COMPLY WITH CBC 806.10.PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING,PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE FIRE-RATEDACCESS PANELS WITH SELF CLOSING DEVICES.11.PROVIDE ACOUSTICAL ASSEMBLIES PER12.INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806.13.MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER14.VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2.15.SEE STRUCTURAL DRAWINGS FOR:A)SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHINGB)SPECIAL NAILING AND BLOCKING REQUIREMENTS15.PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIORBALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROMIRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNINGPERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BEVENTILATED. IN FIRE-RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLERPROTECTION SHALL BE EXTENDED TO THOSE AREAS.16.WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW ORIRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALLELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTEDAND APPROVED.17.PARKING GARAGE TYPE-IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE-RESISTIVE CONSTRUCTIONTHROUGHOUT.18.VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%)19.FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPEPROTECTION PER20.GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FORSUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC.21.THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FORSECURITY AND SAFETY.22.ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROMDRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS.23.SEE SHEETS A0-11 THRU A0-25 FOR ALL WALL FIRE RATINGS AND CORRESPONDING DETAILS24.SEE SHEETS A0-31 THRU A0-45 FOR EXITING ANALYSIS INCLUDING ROOM NAME, SQUARE FOOTAGE,OCCUPANT LOAD FACTOR, NUMBER OF OCCUPANTS AND OCCUPANCY TYPE25.CEILING FIXTURES THAT ARE RECESSED INTO FLOOR/CEILING ASSEMBLIES SHALL BE PROTECTED VIA LINEDJOIST BAY PER DETAIL 6/AD-21.26.PROVIDE CONTINUOUS DRYWALL BEHIND TUBS PER DETAIL 20/AD-22.27.CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINECABINETS PER DETAIL 4/AD-22.28.FOR TYPICAL CORRIDOR SECTION INCLUDING NOTES AND DETAILS, SEE29.INTERIOR FLOOR FINISHES SHALL SHOW COMPLIANCE WITH CBC SECTION 804.4AD-20ALLAD-02.1 ALLAD-01TOKEYNOTESMECHANICAL SHAFT - SEE MECHANICAL DRAWINGSLINE OF FLOOR ABOVEFIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF,SEMI-RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITHLOCAL FIRE AUTHORITY.BUILDING PLAN LEGENDDOOR SYMBOLFLOOR DRAIN - SEE PLMBXXWINDOW & STOREFRONT SYMBOL -A7-20-A7-404AD-22FECDOWNSPOUTDSFDDIRECTION OF SLOPE - 1/4" / FT U.N.O.ALLAD-2018AD-2212-A7-10-A7-30ACCESSIBLE PARKING SPACEALLAD-32ALLAD-41.1WATERPROOF TRAFFIC COATINGFRAMED WALL - 6" METAL STUDCONCRETE COLUMNMAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROMACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEARAFF IN ALL OTHER LOCATIONS OF GARAGE.FULL HEIGHT STEEL FENCING-X"DEPRESSIONSLOPE TO LEVELLEVEL TO SLOPEDEPRESSION TO SLOPE-X"16AD-3140" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVEFRAMED WALL - 3-5/8" METAL STUDAIRCRAFT CABLE VEHICULAR BARRIERSPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O.SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS-3" FSFS = FINISH SURFACETOC = TOP OF STRUCTURAL CONCRETE SLABTO CURB = TOP OF CURB-6" TOC19AD-31CONCRETE WHEEL STOPDETECTABLE WARNINGS, MIN 36" WIDECONCRETE TOPPING SLAB(PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.)COLUMN CAPCMU WALL - SEE STRUCTURALFRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURBCONCRETE WALL - SEE STRUCTURALCONCRETE STRUCTURAL SLAB TRANSITIONSRETAIL PARKING SPACE3GUEST PARKING SPACE4EV READY SPACE (FUTURE)5EV CHARGING SPACE (INSTALLED)6CLEAN AIR VEHICLE PARKING SPACE742" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-318ACCESSIBLE PARKING SPACE - MAX 2% SLOPE9VEHICULAR HEADROOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOORB. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR103AD-3112AD-31DIAGONAL STRIPING, REFER TO DETAIL 6/AD-011112AD-01EXPANSION JOINT, REFER TO SHEET AD-3312STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITIONWALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OFCONCRETE SLAB ABOVE.13DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB14EVELECTRIC VEHICLE CHARGING STATIONSEE SCHEDULESSEE DOOR SCHEDULESALLAD-55ALLAD-56PROVIDE SIGNAGE & BRAILLE ADJACENT TO DOORS LEADING INTO PARKING GARAGEAS A MEANS OF PROVIDING DETECTABLE WARNINGS PER DETAIL15EXTENT OF EXTERIOR STUCCO FINISH1AD-31.11AD-31.11AD-31.15AD-31.12AD-31.13 & 4AD-31.15,6 & 9AD-0121AD-718 & 12AD-27ROOM NUMBER */ UNIT NUMBERROOM NAME / UNIT TYPEXX001A5-XXSHEET REFERENCE* ROOM NUMBERS BEGINNING WITH 'P'HAVE BEEN ASSIGNED BY ARCHITECTFOR PROJECT COMMUNICATION. THESEROOM NUMBERS ARE NOT PART OF THEADDRESSING SYSTEM.REFER TO SHEET A5-87 FOR ENLARGED RAMP PLANS A2 THROUGH A716REFER TO SHEET A5-88 FOR ENLARGED RAMP PLANS A8 THROUGH A1417REFER TO SHEET A5-89 FOR ENLARGED RAMP PLANS B1 THROUGH B5182-HR RATED ACCESS PANEL, 18" (W) X 24" (H)19A2-HR RATED ERRCS SHAFT WITH 90 MIN. ACCESS PANEL, 12" (W) X 12" (H)20STORM WATER DETENSION BASIN, SEE CIVIL DRAWINGS21AGATE AND FENCE2220AD-52.1SCALE:11/4"=1'-0"BUILDING A MAILROOM - LEVEL 1SCALE:41/4"=1'-0"BUILDING A MAILROOM - INTERIOR ELEVATIONSSCALE:21/4"=1'-0"BUILDING A MAILROOM STAIRSCALE:51/4"=1'-0"BUILDING A MAILROOM RAMPSCALE:31/4"=1'-0"BUILDING B MAILROOM - LEVEL 1SCALE:61/4"=1'-0"BUILDING B MAILROOM - INTERIOR ELEVATIONSAA06-21-23 123.16' FS124.58' FS8.59' CH24.05' FS124.58' FS8.84' CH124.53'UP 8%UP 8%108.98.8KJH2'-9"13'-3"2'-8"17'-6"1'-0"2'-9"13'-3"2'-2"8'-10"8'-8"1'-3"1'-8 1/2" 2'-8"10'-4 1/2"5'-1 1/2"7'-5"2'-6"8'-10"2'-0"5'-0 " 5'-0 "5A5-65BCB6'-8"PARCELPENDING,TYP.PARCEL ROOMC6'-8"PARCELPENDING,TYP.PARCEL ROOM108.98.8KJH2'-9"13'-3"2'-8"17'-6"1'-0"2'-9"13'-3"2'-2"8'-10"8'-8"1'-3"1'-8 1/2" 2'-8"10'-4 1/2"5'-1 1/2"7'-5"2'-6"8'-10"2'-0"5'-0 " 5'-0 "PARCEL ROOMP106A5-66PARCEL STORAGEP107A5-665A5-65BCB6'-8"PARCELPENDING,TYP.PARCEL ROOMC6'-8"PARCELPENDING,TYP.PARCEL ROOM2ND FL T.O. SLAB1ST FL T.O. SLAB ON GRADE134.42' FF123.16' FF1'-5"± RISE VERIFY3 EQ RISERS, 7" MAX 11'-3 1/8"2ND FL T.O. SLAB1ST FL T.O. SLAB ON GRADE134.42' FF123.16' FF11'-3 1/8"2ND FL T.O. SLAB1ST FL T.O. SLAB ON GRADE134.42' FF123.16' FF11'-3 1/8"22AD-713AD-71.2536S-2, 194 S.F.S-2, 130 S.F.1'-0"1'-0"1'-0"1'-0"1'-11"1'-0"GUARDRAILMAILROOM ENLARGEDPLAN & INTERIORELEVATIONSA5-66CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING COMPOSITE PLAN NOTES6AD-311.THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS,ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TOTHE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION.2.UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THELEGAL ADDRESS.3.FOR GENERAL ACCESSIBILITY INFORMATION, SEE4.ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O.5.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O.6.PROVIDE PENETRATION FIRESTOP SYSTEMS PER7.THE FLAME-SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY8.WITH CBC 803.9.INTERIOR TRIMS SHALL COMPLY WITH CBC 806.10.PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING,PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE FIRE-RATEDACCESS PANELS WITH SELF CLOSING DEVICES.11.PROVIDE ACOUSTICAL ASSEMBLIES PER12.INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806.13.MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER14.VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2.15.SEE STRUCTURAL DRAWINGS FOR:A)SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHINGB)SPECIAL NAILING AND BLOCKING REQUIREMENTS15.PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIORBALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROMIRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNINGPERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BEVENTILATED. IN FIRE-RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLERPROTECTION SHALL BE EXTENDED TO THOSE AREAS.16.WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW ORIRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALLELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTEDAND APPROVED.17.PARKING GARAGE TYPE-IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE-RESISTIVE CONSTRUCTIONTHROUGHOUT.18.VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%)19.FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPEPROTECTION PER20.GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FORSUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC.21.THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FORSECURITY AND SAFETY.22.ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROMDRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS.23.SEE SHEETS A0-11 THRU A0-25 FOR ALL WALL FIRE RATINGS AND CORRESPONDING DETAILS24.SEE SHEETS A0-31 THRU A0-45 FOR EXITING ANALYSIS INCLUDING ROOM NAME, SQUARE FOOTAGE,OCCUPANT LOAD FACTOR, NUMBER OF OCCUPANTS AND OCCUPANCY TYPE25.CEILING FIXTURES THAT ARE RECESSED INTO FLOOR/CEILING ASSEMBLIES SHALL BE PROTECTED VIA LINEDJOIST BAY PER DETAIL 6/AD-21.26.PROVIDE CONTINUOUS DRYWALL BEHIND TUBS PER DETAIL 20/AD-22.27.CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINECABINETS PER DETAIL 4/AD-22.28.FOR TYPICAL CORRIDOR SECTION INCLUDING NOTES AND DETAILS, SEE29.INTERIOR FLOOR FINISHES SHALL SHOW COMPLIANCE WITH CBC SECTION 804.4AD-20ALLAD-02.1 ALLAD-01TOKEYNOTESMECHANICAL SHAFT - SEE MECHANICAL DRAWINGSLINE OF FLOOR ABOVEFIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF,SEMI-RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITHLOCAL FIRE AUTHORITY.BUILDING PLAN LEGENDDOOR SYMBOLFLOOR DRAIN - SEE PLMBXXWINDOW & STOREFRONT SYMBOL -A7-20-A7-404AD-22FECDOWNSPOUTDSFDDIRECTION OF SLOPE - 1/4" / FT U.N.O.ALLAD-2018AD-2212-A7-10-A7-30ACCESSIBLE PARKING SPACEALLAD-32ALLAD-41.1WATERPROOF TRAFFIC COATINGFRAMED WALL - 6" METAL STUDCONCRETE COLUMNMAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROMACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEARAFF IN ALL OTHER LOCATIONS OF GARAGE.FULL HEIGHT STEEL FENCING-X"DEPRESSIONSLOPE TO LEVELLEVEL TO SLOPEDEPRESSION TO SLOPE-X"16AD-3140" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVEFRAMED WALL - 3-5/8" METAL STUDAIRCRAFT CABLE VEHICULAR BARRIERSPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O.SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS-3" FSFS = FINISH SURFACETOC = TOP OF STRUCTURAL CONCRETE SLABTO CURB = TOP OF CURB-6" TOC19AD-31CONCRETE WHEEL STOPDETECTABLE WARNINGS, MIN 36" WIDECONCRETE TOPPING SLAB(PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.)COLUMN CAPCMU WALL - SEE STRUCTURALFRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURBCONCRETE WALL - SEE STRUCTURALCONCRETE STRUCTURAL SLAB TRANSITIONSRETAIL PARKING SPACE3GUEST PARKING SPACE4EV READY SPACE (FUTURE)5EV CHARGING SPACE (INSTALLED)6CLEAN AIR VEHICLE PARKING SPACE742" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-318ACCESSIBLE PARKING SPACE - MAX 2% SLOPE9VEHICULAR HEADROOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOORB. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR103AD-3112AD-31DIAGONAL STRIPING, REFER TO DETAIL 6/AD-011112AD-01EXPANSION JOINT, REFER TO SHEET AD-3312STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITIONWALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OFCONCRETE SLAB ABOVE.13DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB14EVELECTRIC VEHICLE CHARGING STATIONSEE SCHEDULESSEE DOOR SCHEDULESALLAD-55ALLAD-56PROVIDE SIGNAGE & BRAILLE ADJACENT TO DOORS LEADING INTO PARKING GARAGEAS A MEANS OF PROVIDING DETECTABLE WARNINGS PER DETAIL15EXTENT OF EXTERIOR STUCCO FINISH1AD-31.11AD-31.11AD-31.15AD-31.12AD-31.13 & 4AD-31.15,6 & 9AD-0121AD-718 & 12AD-27ROOM NUMBER */ UNIT NUMBERROOM NAME / UNIT TYPEXX001A5-XXSHEET REFERENCE* ROOM NUMBERS BEGINNING WITH 'P'HAVE BEEN ASSIGNED BY ARCHITECTFOR PROJECT COMMUNICATION. THESEROOM NUMBERS ARE NOT PART OF THEADDRESSING SYSTEM.REFER TO SHEET A5-87 FOR ENLARGED RAMP PLANS A2 THROUGH A716REFER TO SHEET A5-88 FOR ENLARGED RAMP PLANS A8 THROUGH A1417REFER TO SHEET A5-89 FOR ENLARGED RAMP PLANS B1 THROUGH B5182-HR RATED ACCESS PANEL, 18" (W) X 24" (H)19A2-HR RATED ERRCS SHAFT WITH 90 MIN. ACCESS PANEL, 12" (W) X 12" (H)20STORM WATER DETENSION BASIN, SEE CIVIL DRAWINGS21AGATE AND FENCE2220AD-52.1SCALE:11/4"=1'-0"BUILDING A PARCEL ROOM & GARAGE ENTRY - LEVEL 1SCALE:21/4"=1'-0"BUILDING A PARCEL ROOM - INTERIOR ELEVATIONSSCALE:51/4"=1'-0"BUILDING A GARAGE ENTRY STAIRSCALE:61/4"=1'-0"BUILDING A GARAGE ENTRY RAMPSCALE:31/4"=1'-0"BUILDING A GARAGE ENTRY RAMP06-21-23 EEDDDE5'-0 "34"COUNTERHEIGHTBBQ WITH FRONTCONTROLS WITHINREACH RANGE30"X48" CLEARWHEELCHAIRSPACE30"X48"PARALLELAPPROACH30"X48"PARALLELAPPROACH30"X48"CLEARWHEELCHAIRSPACE30"X48"CLEARWHEELCHAIRSPACE34" COUNTERHEIGHTADA POOLLIFT5'-0 " 5'-0 "ADA SPALIFTDOORCLEARANCEAT GATEDOORCLEARANCEAT GATEPOOL DECKACCESSIBILITYA5-67CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ASCALE:13/16"=1'-0"POOL DECK ACCESSIBILITY06-21-23 GG34" COUNTERHEIGHTBBQ WITH FRONTCONTROLS WITHINREACH RANGE30"X48" FORWARDAPPROACHSINK WITH KNEEAND TOECLEARANCE PER12/AD-0230"X48"CLEARSPACE30"X48"CLEARSPACE30"X48"CLEARSPACEACCESSIBLE PATH OFTRAVEL COORDINATED WITHTHE CIVIL ENGINEER. SEEA1-25.DOOR CLEARANCEAT GATEBUILDING BCOURTYARDACCESSIBILITYA5-68CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ASCALE:13/16"=1'-0"BUILDING B COURTYARD ACCESSIBILITY06-21-23 UPUPUPUPDNDNFEC3'-8" STAIR WIDTH 4'-7" RUN (5) 11" T12"MIN4'-3"STAIR WIDTH5'-6" RUN (6) 11" T 4'-7" RUN(5) 11" T12"MIN23"MIN4'-2 5/8"LANDING6'-10 3/8"LANDING4'-3 3/4" LANDING 4'-7" RUN (5) 11" T 4'-5 1/4" LANDING5'-6" RUN(6) 11" T5'-9" RUN(6) 11" T4'-2"LANDING5'-9"LANDING12"MIN23"MIN6'-7"3'-8"STAIR WIDTH3'-8" STAIR WIDTH 4'-5 3/4" LANDING 3'-8" STAIR WIDTH 15'-0"16'-11"18'-4"21'-7"17'-0"17'-0"15'-0" 15'-0" 3'-11" LANDING 2'-7"13'-1"12" MIN 23" MIN 23" MIN 12" MIN 23" MIN 4'-10"2'-7"11'-1"4'-7" RUN(5) 11" T12"MIN23"MIN4'-0 5/8"LANDING6'-10 3/8"LANDING4'-5 3/4" LANDING 4'-7" RUN (6) 11" T 4'-5 1/4" LANDING 4'-7" RUN(5) 11" T4'-0"LANDING12"MIN23"MIN3'-8" STAIR WIDTH 3'-8" STAIR WIDTH 17'-0"17'-0"15'-0" 15'-0"2'-7"13'-1"12"MIN23"MIN 5'-5 1/4"3'-8 3/8"11'-3 5/8"UPDN5'-3 1/4"4'-3 3/4" LANDING 4'-7" RUN (5) 11" T 4'-9 1/4" LANDING 4'-7" RUN(5) 11" T4'-0"LANDING12"MIN23"MIN3'-8"STAIR WIDTH3'-8" STAIR WIDTH 17'-0"17'-0"15'-0" 15'-0"2'-7"13'-1"12"MIN23"MIN 5'-5 1/4"6'-11"LANDING1A5-713A5-711A5-1A5-711A5-71ABC.1C.2S8S9S1S2S19S7S8S9S1S7S2S13S8S9S1S7S2S13S8S9S1S2S722AD-7122AD-7122AD-7122AD-716'-11"LANDINGS12S11S12S11"EXIT STAIR DOWN"S12S11"EXIT STAIR DOWN"S12S12"EXIT"S1133.23.444.3BC.1C.233.23.444.3BC.1C.233.23.444.3BC.1C.233.23.444.32'-0"2"8"2"8"8"2'-0"8"NOSINGNOSINGF.O STRINGER2"F.O STRINGERNOSINGNOSING 5" 8"8"8"8"2"8"F.O STRINGER8" 2"8"NOSINGNOSINGF.O STRINGER2"F.O STRINGER8"1'-4"17'-0"8"17'-8"8"8"2'-7"11'-1"8"8"NOSINGNOSING 2'-0"NOSINGNOSING3'-8"STAIR WIDTH2"8"F.O.STRINGERF.O.STRINGER8"F.O STRINGERF.O STRINGER9"9"9"3'-4" M.O.CCCC8"5'-11"8" 5"5" 5" 8" 2" 8"5'-11"8" 1'-3"3'-4" M.O.2'-0"NOSING NOSING 3'-4" M.O.8"F.O.STRINGERF.O.STRINGER 2" 8"NOSINGNOSINGF.O STRINGERNOSING NOSING F.O.STRINGER F.O.STRINGER"EXIT STAIR DOWN"S247'-7"DOOR LANDING 7'-7"DOOR LANDING 7'-7" DOOR LANDING S10S10S10S10"EXIT STAIR DOWN"23"MINS1811AD-7111AD-7111AD-7111AD-71NOSING 11" RUN(1) 11" TNOSING 10'-6"7"12"MIN23"MIN4'-3" LANDING S13DNFEC5'-3 1/4"4'-3 3/4" LANDING 4'-7" RUN (5) 11" T 4'-9 1/4" LANDING 4'-7" RUN(5) 11" T4'-0"LANDING12"MIN23"MIN3'-8"STAIR WIDTH3'-8" STAIR WIDTH 17'-0"17'-0"15'-0" 15'-0"2'-7"13'-1"12"MIN23"MIN 5'-5 1/4"6'-11"LANDING1A5-71S8S9S1S2S722AD-71S12S11BC.1C.233.23.444.32'-0"2"8"2"8"8"NOSINGNOSINGF.O STRINGER2"F.O STRINGERNOSINGNOSING 8"8" 2'-7"11'-1"8"8"9"C5"3'-4" M.O.8"F.O.STRINGERF.O.STRINGER"EXIT STAIR DOWN"7'-7"DOOR LANDING S1011AD-71STAIR A1 ENLARGEDPLANSA5-70CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A1.FOR TYPICAL STAIR DETAILS, REFER TO2.TREADS: ALL TREAD SURFACES SHALL BE SLIP RESISTANT. TREADS SHALL HAVE SMOOTH,ROUNDED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSING.3.TREAD AND RISER DIMENSIONAL UNIFORMITY: STAIR TREADS AND RISERS SHALL BE OFUNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISERHEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED0.375 INCH IN ANY FLIGHT OF STAIRS.4.TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOTGREATER THAN 0.5 INCH. BEVELING OF NOSING SHALL NOT EXCEED 0.5 INCH. RISERS SHALLBE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THETREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. THELEADING EDGE (NOSING) OF TREADS SHALL PROJECT NOT MORE THAN 1.25 INCHESBEYOND THE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OFUNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TOP OF A FLIGHT.5.HANDRAIL CONTINUITY: HANDRAIL-GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUTINTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS.6.HANDRAIL EXTENSIONS: HANDRAILS SHALL RETURN TO THE WALL, GUARD OR THE WALKINGSURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. ATSTAIRWAYS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILSSHALL EXTEND AT LEAST 12 INCHES BEYOND THE TOP RISER AND 12 INCHES, PLUS THETREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS ARE CONTINUOUS FROMLANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUTINTO THE LANDING.7.EXIT ENCLOSURE PENETRATIONS: PENETRATIONS INTO AND OPENINGS THROUGH AN EXITENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, SPRINKLER PIPING,STANDPIPES, ELECTRICAL RACEWAY(S) FOR FIRE DEPARTMENT COMMUNICATION SYSTEMSAND ELECTRICAL RACEWAY(S) SERVING THE EXIT ENCLOSURE. THERE SHALL BE NOPENETRATIONS OR COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEENADJACENT EXIT ENCLOSURES.8.STRIPING FOR THE VISUALLY IMPAIRED: INTERIOR EXIT STAIRWAYS SHALL HAVE THE UPPERAPPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST.EXTERIOR EXIT STAIRWAYS SHALL HAVE STRIPES ON THE UPPER APPROACH AND ON ALLTREADS. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES WIDE TO A MAXIMUM OF 4 INCHESWIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEPOR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP ORUPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP-RESISTANT ASTHE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE.9.ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE AS OCCURS, U.N.O.STANDPIPESTAIR NOTESLEGEND-AD-71STAIR KEYNOTESS1S2S3S4S5S6S7S8S9S10S11S12S13S14S15S16S17S18S19S20S21S2221AD-7117AD-7118AD-71HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHGUARDWALL - 42" MIN HIGHSECURITY SCREEN SYSTEM- 1" STEEL BAR TOP AND BOTTOM RAILS WITH 1/4" PICKETS AT 4"O.C.- MOUNT TO FLOOR SLAB OR STAIR STRINGERS- PROVIDE 1/4" SQ. , 9 GAUGE WIRE MESH ASNOTED ON PLANBARRIER GUARDRAIL - 27" H, BELOW STAIRSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRWAY IDENTIFICATION SIGNTACTILE FLOOR DESIGNATION SIGNTACTILE EXIT SIGNSTANDPIPE - CLASS IALTERNATING TREAD DEVICESTAIR LANDING : STAIR CONSTRUCTIONPLYWOOD TREAD AND RISER2X WOOD STRINGER - REFER TO STRUCTURAL PLANSWOOD FRAMED LANDING - REFER TO STRUCTURAL PLANSCAST-IN-PLACE CONCRETE STAIRDASHED ARC INDICATING 44" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2KNOX BOX - SEE BUILDING PLANSMETAL STAIR GATE BARRIER - PER CBC 1023.823AD-71STEEL CHANNEL STRINGER1-PIECE SLIP RESISTANT PRE-CAST CONC TREAD AND RISERS20aDASHED ARC INDICATING 48" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2NYSTROM ROOF HATCH WITH INTEGRAL OSHA COMPLIANT ALUMINUM SAFETY RAILS (POWDERCOATSAFETY YELLOW) - SEE STAIR ROOF LEVEL FOR OPENING SIZES23PER CBC SEC. 1011.6 THE DOOR AT ANY POSITION SHALL NOT REDUCE THE REQUIRED STAIRLANDING DIMENSION TO LESS THAN ONE-HALF ITS REQUIRED WIDTH. - CLEAR SPACE IS SHOWN ONPLAN WITH DASHED ARC.-AD-71.130" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACEENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.EXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURAL18AD-61.1S24SIGN INDICATING DOOR AS A DETECTABLE WARNING2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X4FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X6FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)SCALE:11/4"=1'-0"STAIR PLAN LEVEL 1SCALE:21/4"=1'-0"STAIR PLAN LEVEL 2SCALE:41/4"=1'-0"STAIR PLAN LEVEL 4SCALE:31/4"=1'-0"STAIR PLAN LEVEL 3AAAAAAAAAA06-21-23 PARKINGGARAGEPARKINGGARAGEPARKINGGARAGEPARKINGGARAGE124.90'PER CIVILGRADING10-31-20226'-8" HEAD CLEARANCE T.O.PL±11'-7 27/32" - VERIFY (20) EQ RISERS - MAX 7" ±10'-1" RISE VERIFY (18) EQ RISERS - MAX 7" ±10'-1" RISE VERIFY (18) EQ RISERS, MAX 7" ±2'-5 3/8" VERIFY (5) EQ R. MAX 7" 6'-8" HEAD CLEARANCE 6'-8" HEAD CLEARANCE S8S9S2S33AD-714AD-713'-4 5/16" (6) EQ R. 3'-4 5/16" (6) EQ R. 3'-4 5/16" (6) EQ R. 3'-9 11/16" (7) EQ RISERS 3'-3 5/32" (6) EQ RISERS 3'-9 11/16" (7) EQ RISERS ±2'-2 11/16" VERIFY (4) EQ R. MAX 7" 3'-4 5/16" (6) EQ R. 3'-4 5/16" (6) EQ R. 3'-4 5/16" (6) EQ R.F.F.PARKINGGARAGEPARKINGGARAGEPARKINGGARAGEPARKINGGARAGE140.46'150.54'160.63'140.21'150.29'160.38'129.58'124.50'PER CIVILGRADING10-31-2022CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ASTAIR A1 SECTIONA5-711.FOR TYPICAL STAIR DETAILS, REFER TO2.TREADS: ALL TREAD SURFACES SHALL BE SLIP RESISTANT. TREADS SHALL HAVE SMOOTH,ROUNDED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSING.3.TREAD AND RISER DIMENSIONAL UNIFORMITY: STAIR TREADS AND RISERS SHALL BE OFUNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISERHEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED0.375 INCH IN ANY FLIGHT OF STAIRS.4.TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOTGREATER THAN 0.5 INCH. BEVELING OF NOSING SHALL NOT EXCEED 0.5 INCH. RISERS SHALLBE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THETREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. THELEADING EDGE (NOSING) OF TREADS SHALL PROJECT NOT MORE THAN 1.25 INCHESBEYOND THE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OFUNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TOP OF A FLIGHT.5.HANDRAIL CONTINUITY: HANDRAIL-GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUTINTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS.6.HANDRAIL EXTENSIONS: HANDRAILS SHALL RETURN TO THE WALL, GUARD OR THE WALKINGSURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. ATSTAIRWAYS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILSSHALL EXTEND AT LEAST 12 INCHES BEYOND THE TOP RISER AND 12 INCHES, PLUS THETREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS ARE CONTINUOUS FROMLANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUTINTO THE LANDING.7.EXIT ENCLOSURE PENETRATIONS: PENETRATIONS INTO AND OPENINGS THROUGH AN EXITENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, SPRINKLER PIPING,STANDPIPES, ELECTRICAL RACEWAY(S) FOR FIRE DEPARTMENT COMMUNICATION SYSTEMSAND ELECTRICAL RACEWAY(S) SERVING THE EXIT ENCLOSURE. THERE SHALL BE NOPENETRATIONS OR COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEENADJACENT EXIT ENCLOSURES.8.STRIPING FOR THE VISUALLY IMPAIRED: INTERIOR EXIT STAIRWAYS SHALL HAVE THE UPPERAPPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST.EXTERIOR EXIT STAIRWAYS SHALL HAVE STRIPES ON THE UPPER APPROACH AND ON ALLTREADS. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES WIDE TO A MAXIMUM OF 4 INCHESWIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEPOR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP ORUPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP-RESISTANT ASTHE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE.9.ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE AS OCCURS, U.N.O.STANDPIPESTAIR NOTESLEGEND-AD-71STAIR KEYNOTESS1S2S3S4S5S6S7S8S9S10S11S12S13S14S15S16S17S18S19S20S21S2221AD-7117AD-7118AD-71HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHGUARDWALL - 42" MIN HIGHSECURITY SCREEN SYSTEM- 1" STEEL BAR TOP AND BOTTOM RAILS WITH 1/4" PICKETS AT 4"O.C.- MOUNT TO FLOOR SLAB OR STAIR STRINGERS- PROVIDE 1/4" SQ. , 9 GAUGE WIRE MESH ASNOTED ON PLANBARRIER GUARDRAIL - 27" H, BELOW STAIRSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRWAY IDENTIFICATION SIGNTACTILE FLOOR DESIGNATION SIGNTACTILE EXIT SIGNSTANDPIPE - CLASS IALTERNATING TREAD DEVICESTAIR LANDING : STAIR CONSTRUCTIONPLYWOOD TREAD AND RISER2X WOOD STRINGER - REFER TO STRUCTURAL PLANSWOOD FRAMED LANDING - REFER TO STRUCTURAL PLANSCAST-IN-PLACE CONCRETE STAIRDASHED ARC INDICATING 44" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2KNOX BOX - SEE BUILDING PLANSMETAL STAIR GATE BARRIER - PER CBC 1023.823AD-71STEEL CHANNEL STRINGER1-PIECE SLIP RESISTANT PRE-CAST CONC TREAD AND RISERS20aDASHED ARC INDICATING 48" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2NYSTROM ROOF HATCH WITH INTEGRAL OSHA COMPLIANT ALUMINUM SAFETY RAILS (POWDERCOATSAFETY YELLOW) - SEE STAIR ROOF LEVEL FOR OPENING SIZES23PER CBC SEC. 1011.6 THE DOOR AT ANY POSITION SHALL NOT REDUCE THE REQUIRED STAIRLANDING DIMENSION TO LESS THAN ONE-HALF ITS REQUIRED WIDTH. - CLEAR SPACE IS SHOWN ONPLAN WITH DASHED ARC.-AD-71.130" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACEENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.EXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURAL18AD-61.1S24SIGN INDICATING DOOR AS A DETECTABLE WARNING2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X4FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X6FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)SCALE:11/4"=1'-0"STAIR SECTIONSCALE:21/4"=1'-0"NOT USEDSCALE:31/4"=1'-0"STAIR SECTIONAA06-21-23 LVSUPDN 2.2%125.00'124.70'12'-10"4'-0"STAIR WIDTH10'-3"14'-8" RUN (16) 11" T 7'-9 1/2"4'-8 3/4"23'-4 1/4"7'-11 1/2" 23" MIN 2'-7"1'-4 1/4"7'-6"8'-1 1/4"12'-10"1A5-738.8A8.99BCC.2S8S7S4S5S9S1322AD-71S12"EXIT RAMP UP"S11S12"EXIT"20AD-33(TYP. ALL LEVELS)3-HRS10S1817AD-71.1LVDNUP12'-10"4'-0"STAIR WIDTH5'-1 1/2"8'-7 1/2" LANDING 23'-4 1/4"7'-11 1/2"5'-1 1/2"23" MIN 12" MIN 2'-7"9'-10 1/4" LANDING 4'-8 3/4"8'-1 1/4"12'-10"1A5-738.8A8.99BCC.2S8S7S4S5S9S1322AD-71S12S10"EXIT STAIR DOWN"S11S1017AD-71.1LV144.96' FS9.08' CH144.96'DNUP12'-10"4'-0"STAIR WIDTH5'-1 1/2"15'-7" RUN (17) 11" T 23'-4 1/4"7'-11 1/2"5'-1 1/2"23" MIN 12" MIN 2'-7"4'-8 3/4"8'-1 1/4"12'-10"1A5-738.8A8.99BCC.2S8S7S4S5S9S138'-7 1/2" LANDING 7'-1 1/4" LANDING 22AD-71S12"EXIT STAIR DOWN"S11S10S12S1117AD-71.13'LVDN12'-10"4'-0"STAIR WIDTH5'-1 1/2"9'-7" 22'-10 3/4"7'-11 1/2"5'-1 1/2"12" MIN 2'-7"4'-8 3/4"8'-1 1/4"12'-10"1A5-738.8A8.99BCC.2S8S4S5S9S137'-1 1/4" LANDING S1422AD-71S12"EXIT STAIR DOWN"S11S10S12S1117AD-71.1S15ROOF HATCH W/GUARDRAIL ANDSELF-CLOSINGGATE.13'1A5-738.8A8.99BCC.210AD-61.1S22CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ASTAIR A2 ENLARGEDPLANSA5-72SCALE:11/4"=1'-0"STAIR PLAN LEVEL 11.FOR TYPICAL STAIR DETAILS, REFER TO2.TREADS: ALL TREAD SURFACES SHALL BE SLIP RESISTANT. TREADS SHALL HAVE SMOOTH,ROUNDED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSING.3.TREAD AND RISER DIMENSIONAL UNIFORMITY: STAIR TREADS AND RISERS SHALL BE OFUNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISERHEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED0.375 INCH IN ANY FLIGHT OF STAIRS.4.TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOTGREATER THAN 0.5 INCH. BEVELING OF NOSING SHALL NOT EXCEED 0.5 INCH. RISERS SHALLBE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THETREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. THELEADING EDGE (NOSING) OF TREADS SHALL PROJECT NOT MORE THAN 1.25 INCHESBEYOND THE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OFUNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TOP OF A FLIGHT.5.HANDRAIL CONTINUITY: HANDRAIL-GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUTINTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS.6.HANDRAIL EXTENSIONS: HANDRAILS SHALL RETURN TO THE WALL, GUARD OR THE WALKINGSURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. ATSTAIRWAYS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILSSHALL EXTEND AT LEAST 12 INCHES BEYOND THE TOP RISER AND 12 INCHES, PLUS THETREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS ARE CONTINUOUS FROMLANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUTINTO THE LANDING.7.EXIT ENCLOSURE PENETRATIONS: PENETRATIONS INTO AND OPENINGS THROUGH AN EXITENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, SPRINKLER PIPING,STANDPIPES, ELECTRICAL RACEWAY(S) FOR FIRE DEPARTMENT COMMUNICATION SYSTEMSAND ELECTRICAL RACEWAY(S) SERVING THE EXIT ENCLOSURE. THERE SHALL BE NOPENETRATIONS OR COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEENADJACENT EXIT ENCLOSURES.8.STRIPING FOR THE VISUALLY IMPAIRED: INTERIOR EXIT STAIRWAYS SHALL HAVE THE UPPERAPPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST.EXTERIOR EXIT STAIRWAYS SHALL HAVE STRIPES ON THE UPPER APPROACH AND ON ALLTREADS. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES WIDE TO A MAXIMUM OF 4 INCHESWIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEPOR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP ORUPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP-RESISTANT ASTHE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE.9.ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE AS OCCURS, U.N.O.STANDPIPESTAIR NOTESLEGEND-AD-71STAIR KEYNOTESS1S2S3S4S5S6S7S8S9S10S11S12S13S14S15S16S17S18S19S20S21S2221AD-7117AD-7118AD-71HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHGUARDWALL - 42" MIN HIGHSECURITY SCREEN SYSTEM- 1" STEEL BAR TOP AND BOTTOM RAILS WITH 1/4" PICKETS AT 4"O.C.- MOUNT TO FLOOR SLAB OR STAIR STRINGERS- PROVIDE 1/4" SQ. , 9 GAUGE WIRE MESH ASNOTED ON PLANBARRIER GUARDRAIL - 27" H, BELOW STAIRSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRWAY IDENTIFICATION SIGNTACTILE FLOOR DESIGNATION SIGNTACTILE EXIT SIGNSTANDPIPE - CLASS IALTERNATING TREAD DEVICESTAIR LANDING : STAIR CONSTRUCTIONPLYWOOD TREAD AND RISER2X WOOD STRINGER - REFER TO STRUCTURAL PLANSWOOD FRAMED LANDING - REFER TO STRUCTURAL PLANSCAST-IN-PLACE CONCRETE STAIRDASHED ARC INDICATING 44" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2KNOX BOX - SEE BUILDING PLANSMETAL STAIR GATE BARRIER - PER CBC 1023.823AD-71STEEL CHANNEL STRINGER1-PIECE SLIP RESISTANT PRE-CAST CONC TREAD AND RISERS20aDASHED ARC INDICATING 48" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2NYSTROM ROOF HATCH WITH INTEGRAL OSHA COMPLIANT ALUMINUM SAFETY RAILS (POWDERCOATSAFETY YELLOW) - SEE STAIR ROOF LEVEL FOR OPENING SIZES23PER CBC SEC. 1011.6 THE DOOR AT ANY POSITION SHALL NOT REDUCE THE REQUIRED STAIRLANDING DIMENSION TO LESS THAN ONE-HALF ITS REQUIRED WIDTH. - CLEAR SPACE IS SHOWN ONPLAN WITH DASHED ARC.-AD-71.130" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACEENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.EXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURAL18AD-61.1S24SIGN INDICATING DOOR AS A DETECTABLE WARNING2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X4FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X6FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)SCALE:21/4"=1'-0"STAIR PLAN LEVEL 2SCALE:31/4"=1'-0"STAIR PLAN LEVEL 3, 4SCALE:41/4"=1'-0"STAIR PLAN LEVEL 5SCALE:51/4"=1'-0"STAIR PLAN ROOF LEVELSCALE:61/4"=1'-0"NOT USEDAAAAAAAAAAAAAAAAAAAA06-21-23 PARKINGGARAGEPARKINGGARAGEPARKINGGARAGEPARKINGGARAGETYPE IIIATYPE IADN 2.2%8'-2 9/16"9'-1"9'-1"9'-1"1ST FL T.O. SLAB ON GRADET.O.PL3RD FL SUBFLOOR4TH FL SUBFLOOR5TH FL SUBFLOORT.O.PLT.O.PLT.O.PL.T.O.PL.2ND FL SUBFLOOR9'-4 1/16"± RISE VERIFY 17 EQ RISERS, 7" MAX. 10'-1"± RISE VERIFY 18 EQ RISERS, 7" MAX. 10'-1"± RISE VERIFY 18 EQ RISERS, 7" MAX. 10'-1"± RISE VERIFY 18 EQ RISERS, 7" MAX. 6'-8" HEAD CLEARANCE 6'-8" HEAD CLEARANCE 6'-8" HEAD CLEARANCE 9'-1"S18S5S9S8S14S63AD-71.11AD-71.16'-8" HEAD CLEARANCE 4AD-333-HR4AD-27S226'-8" HEAD CLEARANCE CORRIDORCORRIDORCORRIDORCORRIDORCORRIDORFITNESSYOGA6'-8"HEAD CLEARANCE 6'-8"HEAD CLEARANCE 6'-8"HEAD CLEARANCE 6'-8"HEAD CLEARANCE 6'-8"HEAD CLEARANCE 6'-8"HEAD CLEARANCE8'-11 1/2"9'-1"9'-1"9'-1"3RD FL T.O. SLAB - PODIUM LEVELT.O.PL7TH FL SUBFLOORT.O.PLT.O.PLT.O.PL.4TH FL SUBFLOOR10'-1"± RISE VERIFY18 EQ RISERS, 7" MAX.10'-1"± RISE VERIFY18 EQ RISERS, 7" MAX.10'-1"± RISE VERIFY18 EQ RISERS, 7" MAX.9'-1"2ND FL T.O. SLAB1ST FL T.O. SLAB ON GRADET.O.PL5TH FL SUBFLOOR6TH FL SUBFLOOR133.42' FF123.16' FF144.50' FF10'-0 3/4"± RISE VERIFY20 EQ RISERS, 7" MAX.11'-1"± RISE VERIFY18 EQ RISERS, 7" MAX.9'-8 5/8"± RISE VERIFY17 EQ RISERS, 7" MAX6 7/16"±11'-1"10'-3 1/16"S14S5S8S9S33AD-711AD-714AD-712AD-71.11AD-71.16'-8"HEAD CLEARANCE 4AD-71.1S222ND FL T.O. SLAB1ST FL T.O. SLAB ON GRADE134.42' FF123.16' FF11'-3 1/8"8 5/16"± RISE VERIFY2 EQ 4.56" RISERS 123.85'PER CIVIL GRADING10-31-2022123.82'PER CIVIL GRADING10-31-202211'-1"S6CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ASTAIR A2 & A3SECTIONA5-731.FOR TYPICAL STAIR DETAILS, REFER TO2.TREADS: ALL TREAD SURFACES SHALL BE SLIP RESISTANT. TREADS SHALL HAVE SMOOTH,ROUNDED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSING.3.TREAD AND RISER DIMENSIONAL UNIFORMITY: STAIR TREADS AND RISERS SHALL BE OFUNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISERHEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED0.375 INCH IN ANY FLIGHT OF STAIRS.4.TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOTGREATER THAN 0.5 INCH. BEVELING OF NOSING SHALL NOT EXCEED 0.5 INCH. RISERS SHALLBE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THETREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. THELEADING EDGE (NOSING) OF TREADS SHALL PROJECT NOT MORE THAN 1.25 INCHESBEYOND THE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OFUNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TOP OF A FLIGHT.5.HANDRAIL CONTINUITY: HANDRAIL-GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUTINTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS.6.HANDRAIL EXTENSIONS: HANDRAILS SHALL RETURN TO THE WALL, GUARD OR THE WALKINGSURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. ATSTAIRWAYS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILSSHALL EXTEND AT LEAST 12 INCHES BEYOND THE TOP RISER AND 12 INCHES, PLUS THETREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS ARE CONTINUOUS FROMLANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUTINTO THE LANDING.7.EXIT ENCLOSURE PENETRATIONS: PENETRATIONS INTO AND OPENINGS THROUGH AN EXITENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, SPRINKLER PIPING,STANDPIPES, ELECTRICAL RACEWAY(S) FOR FIRE DEPARTMENT COMMUNICATION SYSTEMSAND ELECTRICAL RACEWAY(S) SERVING THE EXIT ENCLOSURE. THERE SHALL BE NOPENETRATIONS OR COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEENADJACENT EXIT ENCLOSURES.8.STRIPING FOR THE VISUALLY IMPAIRED: INTERIOR EXIT STAIRWAYS SHALL HAVE THE UPPERAPPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST.EXTERIOR EXIT STAIRWAYS SHALL HAVE STRIPES ON THE UPPER APPROACH AND ON ALLTREADS. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES WIDE TO A MAXIMUM OF 4 INCHESWIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEPOR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP ORUPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP-RESISTANT ASTHE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE.9.ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE AS OCCURS, U.N.O.STANDPIPESTAIR NOTESLEGEND-AD-71STAIR KEYNOTESS1S2S3S4S5S6S7S8S9S10S11S12S13S14S15S16S17S18S19S20S21S2221AD-7117AD-7118AD-71HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHGUARDWALL - 42" MIN HIGHSECURITY SCREEN SYSTEM- 1" STEEL BAR TOP AND BOTTOM RAILS WITH 1/4" PICKETS AT 4"O.C.- MOUNT TO FLOOR SLAB OR STAIR STRINGERS- PROVIDE 1/4" SQ. , 9 GAUGE WIRE MESH ASNOTED ON PLANBARRIER GUARDRAIL - 27" H, BELOW STAIRSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRWAY IDENTIFICATION SIGNTACTILE FLOOR DESIGNATION SIGNTACTILE EXIT SIGNSTANDPIPE - CLASS IALTERNATING TREAD DEVICESTAIR LANDING : STAIR CONSTRUCTIONPLYWOOD TREAD AND RISER2X WOOD STRINGER - REFER TO STRUCTURAL PLANSWOOD FRAMED LANDING - REFER TO STRUCTURAL PLANSCAST-IN-PLACE CONCRETE STAIRDASHED ARC INDICATING 44" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2KNOX BOX - SEE BUILDING PLANSMETAL STAIR GATE BARRIER - PER CBC 1023.823AD-71STEEL CHANNEL STRINGER1-PIECE SLIP RESISTANT PRE-CAST CONC TREAD AND RISERS20aDASHED ARC INDICATING 48" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2NYSTROM ROOF HATCH WITH INTEGRAL OSHA COMPLIANT ALUMINUM SAFETY RAILS (POWDERCOATSAFETY YELLOW) - SEE STAIR ROOF LEVEL FOR OPENING SIZES23PER CBC SEC. 1011.6 THE DOOR AT ANY POSITION SHALL NOT REDUCE THE REQUIRED STAIRLANDING DIMENSION TO LESS THAN ONE-HALF ITS REQUIRED WIDTH. - CLEAR SPACE IS SHOWN ONPLAN WITH DASHED ARC.-AD-71.130" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACEENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.EXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURAL18AD-61.1S24SIGN INDICATING DOOR AS A DETECTABLE WARNING2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X4FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X6FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)SCALE:11/4"=1'-0"STAIR A2 SECTIONSCALE:21/4"=1'-0"STAIR A3 SECTIONSCALE:31/4"=1'-0"STAIR A3 SECTIONA06-21-23 UPUP23"MIN12"MIN23" MIN 12" MIN 23"MIN12"MIN5'-10"LANDING11" RUN(1) 11" T4'-3"LANDING5'-6" RUN(6) 11" T4'-7"LANDING4'-9 3/8"7'-10 7/8"15'-8"4'-1"STAIR WIDTH3'-8" STAIR WIDTH 14'-6 1/2" 4'-2" STAIR WIDTH 9'-8 3/4" 3'-8" STAIR WIDTH23"MIN8'-4 3/8"3'-8 3/8"8'-3" RUN(9) 11" T2A5-7311.2Q.1QQ.2P.711.511.713S2S1S8S9S7S13S222AD-71S12S11"EXIT"S12S10"EXIT STAIR UP"S114'-4"5'-9 3/4" 5'-4"19'-1 3/8"3A5-7311AD-71DNUP9'-8 3/4" 3'-8" STAIR WIDTH 3'-8" STAIR WIDTH 8'-2" RUN(9) 11" T5'-11"LANDING4'-7"LANDING23"MIN12"MIN23"MIN12"MIN20'-0"10'-0 3/4"8'-3" RUN(9) 11" T20'-0"2A5-7311.211.511.713Q.1QQ.2P.7S2S1S8S9S7S1322AD-71S12S11"EXIT STAIR DOWN"S1011AD-71STAIR A3FECDNUP9'-6 1/4" 3'-8" STAIR WIDTH 3'-8" STAIR WIDTH 7'-3" RUN(8) 11" T6'-0 1/4"LANDING5'-7 1/4"LANDING23"MIN12"MIN23"MIN12"MIN19'-9 1/2"9'-6 1/4"7'-4" RUN(8) 11" T19'-9 1/2"2A5-7311.211.511.713Q.1QQ.2P.7S5S4S8S9S7S1322AD-71S12S11S10"EXIT STAIRDOWN"S1017AD-71.1STAIR A3DNFEC9'-6 1/4"3'-8"STAIR WIDTH12"MIN19'-9 1/2"9'-6 1/4"7'-4" RUN(8) 11" T19'-9 1/2"2A5-7311.211.511.713Q.1QQ.2P.76'-4 1/4"LANDING6'-3"S13S1422AD-71S12S11S10"EXIT STAIRDOWN"S1017AD-71.1S152A5-7311.211.511.713Q.1QQ.2P.7ROOF HATCH W/GUARDRAIL ANDSELF-CLOSINGGATE10AD-61.1S22STAIR A3FECDNUP9'-6 1/4"3'-8"STAIR WIDTH 3'-8"STAIR WIDTH7'-3" RUN(8) 11" T6'-0 1/4"LANDING5'-7 1/4"LANDING23"MIN12"MIN23"MIN12"MIN19'-9 1/2"9'-6 1/4"7'-4" RUN(8) 11" T19'-9 1/2"2A5-7311.211.511.713Q.1QQ.2P.7S5S4S7S1322AD-71S12S11S10"EXIT STAIRDOWN"S10S8S917AD-71.1STAIR A3 ENLARGEDPLANSA5-741.FOR TYPICAL STAIR DETAILS, REFER TO2.TREADS: ALL TREAD SURFACES SHALL BE SLIP RESISTANT. TREADS SHALL HAVE SMOOTH,ROUNDED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSING.3.TREAD AND RISER DIMENSIONAL UNIFORMITY: STAIR TREADS AND RISERS SHALL BE OFUNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISERHEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED0.375 INCH IN ANY FLIGHT OF STAIRS.4.TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOTGREATER THAN 0.5 INCH. BEVELING OF NOSING SHALL NOT EXCEED 0.5 INCH. RISERS SHALLBE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THETREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. THELEADING EDGE (NOSING) OF TREADS SHALL PROJECT NOT MORE THAN 1.25 INCHESBEYOND THE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OFUNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TOP OF A FLIGHT.5.HANDRAIL CONTINUITY: HANDRAIL-GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUTINTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS.6.HANDRAIL EXTENSIONS: HANDRAILS SHALL RETURN TO THE WALL, GUARD OR THE WALKINGSURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. ATSTAIRWAYS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILSSHALL EXTEND AT LEAST 12 INCHES BEYOND THE TOP RISER AND 12 INCHES, PLUS THETREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS ARE CONTINUOUS FROMLANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUTINTO THE LANDING.7.EXIT ENCLOSURE PENETRATIONS: PENETRATIONS INTO AND OPENINGS THROUGH AN EXITENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, SPRINKLER PIPING,STANDPIPES, ELECTRICAL RACEWAY(S) FOR FIRE DEPARTMENT COMMUNICATION SYSTEMSAND ELECTRICAL RACEWAY(S) SERVING THE EXIT ENCLOSURE. THERE SHALL BE NOPENETRATIONS OR COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEENADJACENT EXIT ENCLOSURES.8.STRIPING FOR THE VISUALLY IMPAIRED: INTERIOR EXIT STAIRWAYS SHALL HAVE THE UPPERAPPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST.EXTERIOR EXIT STAIRWAYS SHALL HAVE STRIPES ON THE UPPER APPROACH AND ON ALLTREADS. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES WIDE TO A MAXIMUM OF 4 INCHESWIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEPOR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP ORUPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP-RESISTANT ASTHE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE.9.ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE AS OCCURS, U.N.O.STANDPIPESTAIR NOTESLEGEND-AD-71STAIR KEYNOTESS1S2S3S4S5S6S7S8S9S10S11S12S13S14S15S16S17S18S19S20S21S2221AD-7117AD-7118AD-71HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHGUARDWALL - 42" MIN HIGHSECURITY SCREEN SYSTEM- 1" STEEL BAR TOP AND BOTTOM RAILS WITH 1/4" PICKETS AT 4"O.C.- MOUNT TO FLOOR SLAB OR STAIR STRINGERS- PROVIDE 1/4" SQ. , 9 GAUGE WIRE MESH ASNOTED ON PLANBARRIER GUARDRAIL - 27" H, BELOW STAIRSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRWAY IDENTIFICATION SIGNTACTILE FLOOR DESIGNATION SIGNTACTILE EXIT SIGNSTANDPIPE - CLASS IALTERNATING TREAD DEVICESTAIR LANDING : STAIR CONSTRUCTIONPLYWOOD TREAD AND RISER2X WOOD STRINGER - REFER TO STRUCTURAL PLANSWOOD FRAMED LANDING - REFER TO STRUCTURAL PLANSCAST-IN-PLACE CONCRETE STAIRDASHED ARC INDICATING 44" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2KNOX BOX - SEE BUILDING PLANSMETAL STAIR GATE BARRIER - PER CBC 1023.823AD-71STEEL CHANNEL STRINGER1-PIECE SLIP RESISTANT PRE-CAST CONC TREAD AND RISERS20aDASHED ARC INDICATING 48" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2NYSTROM ROOF HATCH WITH INTEGRAL OSHA COMPLIANT ALUMINUM SAFETY RAILS (POWDERCOATSAFETY YELLOW) - SEE STAIR ROOF LEVEL FOR OPENING SIZES23PER CBC SEC. 1011.6 THE DOOR AT ANY POSITION SHALL NOT REDUCE THE REQUIRED STAIRLANDING DIMENSION TO LESS THAN ONE-HALF ITS REQUIRED WIDTH. - CLEAR SPACE IS SHOWN ONPLAN WITH DASHED ARC.-AD-71.130" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACEENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.EXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURAL18AD-61.1S24SIGN INDICATING DOOR AS A DETECTABLE WARNING2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X4FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X6FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)SCALE:11/4"=1'-0"STAIR PLAN LEVEL 1SCALE:21/4"=1'-0"STAIR PLAN LEVEL 2SCALE:41/4"=1'-0"STAIR PLAN LEVEL 4, 5, 6SCALE:51/4"=1'-0"STAIR PLAN LEVEL 7CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ASCALE:31/4"=1'-0"STAIR PLAN LEVEL 3SCALE:61/4"=1'-0"STAIR PLAN ROOF LEVELAAAAAAAAAAAAAAAAAA06-21-23 UP23"MIN18'-4" RUN(20) 11" T5'-8 1/2" STAIR WIDTH 4'-0"1A5-775.25211.62.1QP.6P.5P.4S7S2S1S8S9S1311AD-71UP1.5%"EXIT"9'-10 1/2"1'-11"6'-10 1/2"4"2'-10 1/2"4'-0"S12"EXIT ROUTE"S12"EXIT ROUTE"S112'-0"S10S12S1822AD-71DNUP5'-8 1/2" STAIR WIDTH 4'-0"15'-7" RUN(17) 11" T5'-10 3/4" STAIR WIDTH12"MIN23"MIN23"MIN5'-8 1/2" STAIR WIDTH 4'-0"5.25211.62.11A5-77QP.6P.5P.4S7S2S1S8S9S1322AD-7111AD-71S12"EXIT STAIR DOWN"S12S11"EXITSTAIRDOWN"S1122AD-71CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ASTAIR A4 ENLARGEDPLANSA5-751.FOR TYPICAL STAIR DETAILS, REFER TO2.TREADS: ALL TREAD SURFACES SHALL BE SLIP RESISTANT. TREADS SHALL HAVE SMOOTH,ROUNDED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSING.3.TREAD AND RISER DIMENSIONAL UNIFORMITY: STAIR TREADS AND RISERS SHALL BE OFUNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISERHEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED0.375 INCH IN ANY FLIGHT OF STAIRS.4.TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOTGREATER THAN 0.5 INCH. BEVELING OF NOSING SHALL NOT EXCEED 0.5 INCH. RISERS SHALLBE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THETREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. THELEADING EDGE (NOSING) OF TREADS SHALL PROJECT NOT MORE THAN 1.25 INCHESBEYOND THE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OFUNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TOP OF A FLIGHT.5.HANDRAIL CONTINUITY: HANDRAIL-GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUTINTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS.6.HANDRAIL EXTENSIONS: HANDRAILS SHALL RETURN TO THE WALL, GUARD OR THE WALKINGSURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. ATSTAIRWAYS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILSSHALL EXTEND AT LEAST 12 INCHES BEYOND THE TOP RISER AND 12 INCHES, PLUS THETREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS ARE CONTINUOUS FROMLANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUTINTO THE LANDING.7.EXIT ENCLOSURE PENETRATIONS: PENETRATIONS INTO AND OPENINGS THROUGH AN EXITENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, SPRINKLER PIPING,STANDPIPES, ELECTRICAL RACEWAY(S) FOR FIRE DEPARTMENT COMMUNICATION SYSTEMSAND ELECTRICAL RACEWAY(S) SERVING THE EXIT ENCLOSURE. THERE SHALL BE NOPENETRATIONS OR COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEENADJACENT EXIT ENCLOSURES.8.STRIPING FOR THE VISUALLY IMPAIRED: INTERIOR EXIT STAIRWAYS SHALL HAVE THE UPPERAPPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST.EXTERIOR EXIT STAIRWAYS SHALL HAVE STRIPES ON THE UPPER APPROACH AND ON ALLTREADS. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES WIDE TO A MAXIMUM OF 4 INCHESWIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEPOR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP ORUPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP-RESISTANT ASTHE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE.9.ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE AS OCCURS, U.N.O.STANDPIPESTAIR NOTESLEGEND-AD-71STAIR KEYNOTESS1S2S3S4S5S6S7S8S9S10S11S12S13S14S15S16S17S18S19S20S21S2221AD-7117AD-7118AD-71HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHGUARDWALL - 42" MIN HIGHSECURITY SCREEN SYSTEM- 1" STEEL BAR TOP AND BOTTOM RAILS WITH 1/4" PICKETS AT 4"O.C.- MOUNT TO FLOOR SLAB OR STAIR STRINGERS- PROVIDE 1/4" SQ. , 9 GAUGE WIRE MESH ASNOTED ON PLANBARRIER GUARDRAIL - 27" H, BELOW STAIRSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRWAY IDENTIFICATION SIGNTACTILE FLOOR DESIGNATION SIGNTACTILE EXIT SIGNSTANDPIPE - CLASS IALTERNATING TREAD DEVICESTAIR LANDING : STAIR CONSTRUCTIONPLYWOOD TREAD AND RISER2X WOOD STRINGER - REFER TO STRUCTURAL PLANSWOOD FRAMED LANDING - REFER TO STRUCTURAL PLANSCAST-IN-PLACE CONCRETE STAIRDASHED ARC INDICATING 44" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2KNOX BOX - SEE BUILDING PLANSMETAL STAIR GATE BARRIER - PER CBC 1023.823AD-71STEEL CHANNEL STRINGER1-PIECE SLIP RESISTANT PRE-CAST CONC TREAD AND RISERS20aDASHED ARC INDICATING 48" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2NYSTROM ROOF HATCH WITH INTEGRAL OSHA COMPLIANT ALUMINUM SAFETY RAILS (POWDERCOATSAFETY YELLOW) - SEE STAIR ROOF LEVEL FOR OPENING SIZES23PER CBC SEC. 1011.6 THE DOOR AT ANY POSITION SHALL NOT REDUCE THE REQUIRED STAIRLANDING DIMENSION TO LESS THAN ONE-HALF ITS REQUIRED WIDTH. - CLEAR SPACE IS SHOWN ONPLAN WITH DASHED ARC.-AD-71.130" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACEENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.EXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURAL18AD-61.1S24SIGN INDICATING DOOR AS A DETECTABLE WARNING2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X4FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X6FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)SCALE:11/4"=1'-0"STAIR PLAN LEVEL 1SCALE:21/4"=1'-0"STAIR PLAN LEVEL 2AAAAAAAA06-21-23 UPDNFEC15'-7" RUN(17) 11" T7'-3"LANDING4'-7 1/2" 5'-10 3/4" STAIR WIDTH 6'-7 1/2"7'-5"LANDING23"MIN12"MIN11'-3"31'-2"11'-3"1A5-7755.1QP.6P.5P.4S1322AD-71S12"EXIT STAIRDOWN"S11S7S5S4S10S8S917AD-71.1STAIR A4DNFEC4'-7 1/2" 5'-10 3/4" STAIR WIDTH 6'-7 1/2"7'-5"LANDING12"MIN11'-3"31'-2"11'-3"7'-8"1A5-7755.1QP.6P.5P.4S14S13S7S5S422AD-71S12"EXIT STAIRDOWN"S11S10S8S917AD-71.1S15UPDNFEC15'-7" RUN(17) 11" T7'-3"LANDING4'-7 1/2" 5'-10 3/4" STAIR WIDTH 6'-7 1/2"7'-5"LANDING23"MIN12"MIN11'-3"31'-2"11'-3"1A5-7755.1QP.6P.5P.4S7S5S4S8S9S1322AD-71S12"EXIT STAIRDOWN"S11"EXITSTAIRDOWN"S10S12S11S1017AD-71.11A5-7755.1QP.6P.5P.4ROOF HATCH W/GUARDRAIL ANDSELF-CLOSINGGATE10AD-61.1S22CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ASTAIR A4 ENLARGEDPLANSA5-761.FOR TYPICAL STAIR DETAILS, REFER TO2.TREADS: ALL TREAD SURFACES SHALL BE SLIP RESISTANT. TREADS SHALL HAVE SMOOTH,ROUNDED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSING.3.TREAD AND RISER DIMENSIONAL UNIFORMITY: STAIR TREADS AND RISERS SHALL BE OFUNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISERHEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED0.375 INCH IN ANY FLIGHT OF STAIRS.4.TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOTGREATER THAN 0.5 INCH. BEVELING OF NOSING SHALL NOT EXCEED 0.5 INCH. RISERS SHALLBE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THETREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. THELEADING EDGE (NOSING) OF TREADS SHALL PROJECT NOT MORE THAN 1.25 INCHESBEYOND THE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OFUNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TOP OF A FLIGHT.5.HANDRAIL CONTINUITY: HANDRAIL-GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUTINTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS.6.HANDRAIL EXTENSIONS: HANDRAILS SHALL RETURN TO THE WALL, GUARD OR THE WALKINGSURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. ATSTAIRWAYS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILSSHALL EXTEND AT LEAST 12 INCHES BEYOND THE TOP RISER AND 12 INCHES, PLUS THETREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS ARE CONTINUOUS FROMLANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUTINTO THE LANDING.7.EXIT ENCLOSURE PENETRATIONS: PENETRATIONS INTO AND OPENINGS THROUGH AN EXITENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, SPRINKLER PIPING,STANDPIPES, ELECTRICAL RACEWAY(S) FOR FIRE DEPARTMENT COMMUNICATION SYSTEMSAND ELECTRICAL RACEWAY(S) SERVING THE EXIT ENCLOSURE. THERE SHALL BE NOPENETRATIONS OR COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEENADJACENT EXIT ENCLOSURES.8.STRIPING FOR THE VISUALLY IMPAIRED: INTERIOR EXIT STAIRWAYS SHALL HAVE THE UPPERAPPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST.EXTERIOR EXIT STAIRWAYS SHALL HAVE STRIPES ON THE UPPER APPROACH AND ON ALLTREADS. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES WIDE TO A MAXIMUM OF 4 INCHESWIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEPOR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP ORUPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP-RESISTANT ASTHE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE.9.ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE AS OCCURS, U.N.O.STANDPIPESTAIR NOTESLEGEND-AD-71STAIR KEYNOTESS1S2S3S4S5S6S7S8S9S10S11S12S13S14S15S16S17S18S19S20S21S2221AD-7117AD-7118AD-71HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHGUARDWALL - 42" MIN HIGHSECURITY SCREEN SYSTEM- 1" STEEL BAR TOP AND BOTTOM RAILS WITH 1/4" PICKETS AT 4"O.C.- MOUNT TO FLOOR SLAB OR STAIR STRINGERS- PROVIDE 1/4" SQ. , 9 GAUGE WIRE MESH ASNOTED ON PLANBARRIER GUARDRAIL - 27" H, BELOW STAIRSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRWAY IDENTIFICATION SIGNTACTILE FLOOR DESIGNATION SIGNTACTILE EXIT SIGNSTANDPIPE - CLASS IALTERNATING TREAD DEVICESTAIR LANDING : STAIR CONSTRUCTIONPLYWOOD TREAD AND RISER2X WOOD STRINGER - REFER TO STRUCTURAL PLANSWOOD FRAMED LANDING - REFER TO STRUCTURAL PLANSCAST-IN-PLACE CONCRETE STAIRDASHED ARC INDICATING 44" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2KNOX BOX - SEE BUILDING PLANSMETAL STAIR GATE BARRIER - PER CBC 1023.823AD-71STEEL CHANNEL STRINGER1-PIECE SLIP RESISTANT PRE-CAST CONC TREAD AND RISERS20aDASHED ARC INDICATING 48" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2NYSTROM ROOF HATCH WITH INTEGRAL OSHA COMPLIANT ALUMINUM SAFETY RAILS (POWDERCOATSAFETY YELLOW) - SEE STAIR ROOF LEVEL FOR OPENING SIZES23PER CBC SEC. 1011.6 THE DOOR AT ANY POSITION SHALL NOT REDUCE THE REQUIRED STAIRLANDING DIMENSION TO LESS THAN ONE-HALF ITS REQUIRED WIDTH. - CLEAR SPACE IS SHOWN ONPLAN WITH DASHED ARC.-AD-71.130" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACEENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.EXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURAL18AD-61.1S24SIGN INDICATING DOOR AS A DETECTABLE WARNING2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X4FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X6FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)SCALE:11/4"=1'-0"STAIR PLAN LEVEL 3SCALE:31/4"=1'-0"STAIR PLAN LEVEL 7SCALE:21/4"=1'-0"STAIR PLAN LEVEL 4, 5, 6SCALE:41/4"=1'-0"STAIR PLAN ROOF LEVELSCALE:51/4"=1'-0"NOT USEDSCALE:61/4"=1'-0"NOT USEDAAAAAAAAAAA06-21-23 CORRIDORCORRIDORCORRIDORCORRIDORCORRIDORUNITUNITUNITUNITUNITRESTAURANTRETAILCOURTYARDUP 1.5%6'-8" HEAD CLEARANCE 9'-1"3RD FL T.O. SLAB - PODIUM LEVELT.O.PL7TH FL SUBFLOORT.O.PLT.O.PLT.O.PL.4TH FL SUBFLOOR10'-1"± RISE VERIFY 18 EQ 6.72" RISERS 2ND FL T.O. SLAB1ST FL T.O. SLAB ON GRADET.O.PL5TH FL SUBFLOOR6TH FL SUBFLOOR134.42' FF122.66' FF144.50' FF10'-0 3/4"± RISE VERIFY 18 EQ 6.71" RISERS 10'-1"± RISE VERIFY 18 EQ 6.72" RISERS 11'-9 1/8"± RISE VERIFY 21 EQ 6.72" RISERS 6'-8" HEAD CLEARANCE 6'-8" HEAD CLEARANCE 6'-8" HEAD CLEARANCE 6'-8" HEAD CLEARANCE 10'-1"± RISE VERIFY 18 EQ 6.72" RISERS 10'-1"± RISE VERIFY 18 EQ 6.72" RISERS 9'-1"9'-1"9'-1"8'-11 1/2"10'-1"11'-9 1/8"S18S2S9S8S14S3S8S3S5S9BEYOND3AD-71.13AD-711AD-713AD-711AD-711AD-71.16'-8" HEAD CLEARANCE S226'-8"HEAD CLEARANCE6'-8"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ASTAIR A4 SECTIONA5-771.FOR TYPICAL STAIR DETAILS, REFER TO2.TREADS: ALL TREAD SURFACES SHALL BE SLIP RESISTANT. TREADS SHALL HAVE SMOOTH,ROUNDED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSING.3.TREAD AND RISER DIMENSIONAL UNIFORMITY: STAIR TREADS AND RISERS SHALL BE OFUNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISERHEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED0.375 INCH IN ANY FLIGHT OF STAIRS.4.TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOTGREATER THAN 0.5 INCH. BEVELING OF NOSING SHALL NOT EXCEED 0.5 INCH. RISERS SHALLBE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THETREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. THELEADING EDGE (NOSING) OF TREADS SHALL PROJECT NOT MORE THAN 1.25 INCHESBEYOND THE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OFUNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TOP OF A FLIGHT.5.HANDRAIL CONTINUITY: HANDRAIL-GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUTINTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS.6.HANDRAIL EXTENSIONS: HANDRAILS SHALL RETURN TO THE WALL, GUARD OR THE WALKINGSURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. ATSTAIRWAYS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILSSHALL EXTEND AT LEAST 12 INCHES BEYOND THE TOP RISER AND 12 INCHES, PLUS THETREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS ARE CONTINUOUS FROMLANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUTINTO THE LANDING.7.EXIT ENCLOSURE PENETRATIONS: PENETRATIONS INTO AND OPENINGS THROUGH AN EXITENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, SPRINKLER PIPING,STANDPIPES, ELECTRICAL RACEWAY(S) FOR FIRE DEPARTMENT COMMUNICATION SYSTEMSAND ELECTRICAL RACEWAY(S) SERVING THE EXIT ENCLOSURE. THERE SHALL BE NOPENETRATIONS OR COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEENADJACENT EXIT ENCLOSURES.8.STRIPING FOR THE VISUALLY IMPAIRED: INTERIOR EXIT STAIRWAYS SHALL HAVE THE UPPERAPPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST.EXTERIOR EXIT STAIRWAYS SHALL HAVE STRIPES ON THE UPPER APPROACH AND ON ALLTREADS. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES WIDE TO A MAXIMUM OF 4 INCHESWIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEPOR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP ORUPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP-RESISTANT ASTHE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE.9.ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE AS OCCURS, U.N.O.STANDPIPESTAIR NOTESLEGEND-AD-71STAIR KEYNOTESS1S2S3S4S5S6S7S8S9S10S11S12S13S14S15S16S17S18S19S20S21S2221AD-7117AD-7118AD-71HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHGUARDWALL - 42" MIN HIGHSECURITY SCREEN SYSTEM- 1" STEEL BAR TOP AND BOTTOM RAILS WITH 1/4" PICKETS AT 4"O.C.- MOUNT TO FLOOR SLAB OR STAIR STRINGERS- PROVIDE 1/4" SQ. , 9 GAUGE WIRE MESH ASNOTED ON PLANBARRIER GUARDRAIL - 27" H, BELOW STAIRSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRWAY IDENTIFICATION SIGNTACTILE FLOOR DESIGNATION SIGNTACTILE EXIT SIGNSTANDPIPE - CLASS IALTERNATING TREAD DEVICESTAIR LANDING : STAIR CONSTRUCTIONPLYWOOD TREAD AND RISER2X WOOD STRINGER - REFER TO STRUCTURAL PLANSWOOD FRAMED LANDING - REFER TO STRUCTURAL PLANSCAST-IN-PLACE CONCRETE STAIRDASHED ARC INDICATING 44" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2KNOX BOX - SEE BUILDING PLANSMETAL STAIR GATE BARRIER - PER CBC 1023.823AD-71STEEL CHANNEL STRINGER1-PIECE SLIP RESISTANT PRE-CAST CONC TREAD AND RISERS20aDASHED ARC INDICATING 48" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2NYSTROM ROOF HATCH WITH INTEGRAL OSHA COMPLIANT ALUMINUM SAFETY RAILS (POWDERCOATSAFETY YELLOW) - SEE STAIR ROOF LEVEL FOR OPENING SIZES23PER CBC SEC. 1011.6 THE DOOR AT ANY POSITION SHALL NOT REDUCE THE REQUIRED STAIRLANDING DIMENSION TO LESS THAN ONE-HALF ITS REQUIRED WIDTH. - CLEAR SPACE IS SHOWN ONPLAN WITH DASHED ARC.-AD-71.130" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACEENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.EXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURAL18AD-61.1S24SIGN INDICATING DOOR AS A DETECTABLE WARNING2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X4FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X6FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)SCALE:11/4"=1'-0"STAIR SECTIONA06-21-23 S9LVUPDN 6.5%9'-7"4'-0"STAIR WIDTH4'-10 1/4"4'-8 3/4"18'-10 1/2" RUN (20) 11" T 7'-0 1/2"5'-10"11'-3"23" MIN 6 1/2"16'-10 1/2"1A5-794678AB.1ABBB.1CS8S7S4S5S1322AD-71"EXITRAMPDOWN"S12S11S12"EXIT"S1112AD-71.1CURB & HANDRAILAT RAMP22AD-71HANDRAIL12" HRE 6'-10" LANDING 12" HRE 6'-7" LANDING 20AD-33(TYP. ALL LEVELS)3-HR11" 6 1/2"S10S1817AD-71.1GUARDRAIL9'-7"4'-0"STAIR WIDTH15'-7" RUN (17) 11" T 10'-4 3/8"5'-10"11'-3"23" MIN 12" MIN 4'-8 3/4"4'-10 1/4"LVDNUP1A5-794678AB.1ABBB.1CS9S8S7S4S5S135'-4 1/2" LANDING 9'-10 1/2" LANDING 22AD-71"EXITSTAIRDOWN"S12S1111"14'-8" 3'-7"4'-10"S10S11S12"EXITSTAIRDOWN"17AD-71.1LVDN9'-7"4'-0"STAIR WIDTH15'-7" RUN (17) 11" T 10'-4 3/8"5'-10"11'-3"12" MIN 4'-8 3/4"4'-10 1/4"1A5-794678AB.1ABBB.1CS13S75'-4 1/2" LANDING 22AD-71"EXITSTAIRDOWN"S11S1214'-8"11"S1017AD-71.19'-7"4'-0"STAIR WIDTH15'-7" RUN (17) 11" T 10'-4 3/8"5'-10"11'-3"23" MIN 12" MIN LVDNUP1A5-794678AB.1ABBB.1CS9S8S7S4S5S135'-4 1/2" LANDING 9'-10 1/2" LANDING 22AD-71"EXITSTAIRDOWN"S11S1211"14'-8"4'-8 3/4"4'-10 1/4"S1017AD-71.1LVSTAIR B1DNUP9'-7"4'-0"STAIR WIDTH4'-10 1/4"4'-8 3/4"15'-7" RUN(17) 11" T 10'-4 3/8"5'-10"11'-3"23"MIN12"MIN 1A5-794678AB.1ABBB.1CS9S8S7S4S5S135'-4 1/2"LANDING 9'-10 7/8"LANDING22AD-71"EXITSTAIRDOWN"S11S129'-10 1/2"LANDING14'-8"11"S1017AD-71.1STAIR B1 ENLARGEDPLANSA5-781.FOR TYPICAL STAIR DETAILS, REFER TO2.TREADS: ALL TREAD SURFACES SHALL BE SLIP RESISTANT. TREADS SHALL HAVE SMOOTH,ROUNDED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSING.3.TREAD AND RISER DIMENSIONAL UNIFORMITY: STAIR TREADS AND RISERS SHALL BE OFUNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISERHEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED0.375 INCH IN ANY FLIGHT OF STAIRS.4.TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOTGREATER THAN 0.5 INCH. BEVELING OF NOSING SHALL NOT EXCEED 0.5 INCH. RISERS SHALLBE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THETREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. THELEADING EDGE (NOSING) OF TREADS SHALL PROJECT NOT MORE THAN 1.25 INCHESBEYOND THE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OFUNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TOP OF A FLIGHT.5.HANDRAIL CONTINUITY: HANDRAIL-GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUTINTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS.6.HANDRAIL EXTENSIONS: HANDRAILS SHALL RETURN TO THE WALL, GUARD OR THE WALKINGSURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. ATSTAIRWAYS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILSSHALL EXTEND AT LEAST 12 INCHES BEYOND THE TOP RISER AND 12 INCHES, PLUS THETREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS ARE CONTINUOUS FROMLANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUTINTO THE LANDING.7.EXIT ENCLOSURE PENETRATIONS: PENETRATIONS INTO AND OPENINGS THROUGH AN EXITENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, SPRINKLER PIPING,STANDPIPES, ELECTRICAL RACEWAY(S) FOR FIRE DEPARTMENT COMMUNICATION SYSTEMSAND ELECTRICAL RACEWAY(S) SERVING THE EXIT ENCLOSURE. THERE SHALL BE NOPENETRATIONS OR COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEENADJACENT EXIT ENCLOSURES.8.STRIPING FOR THE VISUALLY IMPAIRED: INTERIOR EXIT STAIRWAYS SHALL HAVE THE UPPERAPPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST.EXTERIOR EXIT STAIRWAYS SHALL HAVE STRIPES ON THE UPPER APPROACH AND ON ALLTREADS. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES WIDE TO A MAXIMUM OF 4 INCHESWIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEPOR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP ORUPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP-RESISTANT ASTHE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE.9.ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE AS OCCURS, U.N.O.STANDPIPESTAIR NOTESLEGEND-AD-71STAIR KEYNOTESS1S2S3S4S5S6S7S8S9S10S11S12S13S14S15S16S17S18S19S20S21S2221AD-7117AD-7118AD-71HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHGUARDWALL - 42" MIN HIGHSECURITY SCREEN SYSTEM- 1" STEEL BAR TOP AND BOTTOM RAILS WITH 1/4" PICKETS AT 4"O.C.- MOUNT TO FLOOR SLAB OR STAIR STRINGERS- PROVIDE 1/4" SQ. , 9 GAUGE WIRE MESH ASNOTED ON PLANBARRIER GUARDRAIL - 27" H, BELOW STAIRSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRWAY IDENTIFICATION SIGNTACTILE FLOOR DESIGNATION SIGNTACTILE EXIT SIGNSTANDPIPE - CLASS IALTERNATING TREAD DEVICESTAIR LANDING : STAIR CONSTRUCTIONPLYWOOD TREAD AND RISER2X WOOD STRINGER - REFER TO STRUCTURAL PLANSWOOD FRAMED LANDING - REFER TO STRUCTURAL PLANSCAST-IN-PLACE CONCRETE STAIRDASHED ARC INDICATING 44" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2KNOX BOX - SEE BUILDING PLANSMETAL STAIR GATE BARRIER - PER CBC 1023.823AD-71STEEL CHANNEL STRINGER1-PIECE SLIP RESISTANT PRE-CAST CONC TREAD AND RISERS20aDASHED ARC INDICATING 48" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2NYSTROM ROOF HATCH WITH INTEGRAL OSHA COMPLIANT ALUMINUM SAFETY RAILS (POWDERCOATSAFETY YELLOW) - SEE STAIR ROOF LEVEL FOR OPENING SIZES23PER CBC SEC. 1011.6 THE DOOR AT ANY POSITION SHALL NOT REDUCE THE REQUIRED STAIRLANDING DIMENSION TO LESS THAN ONE-HALF ITS REQUIRED WIDTH. - CLEAR SPACE IS SHOWN ONPLAN WITH DASHED ARC.-AD-71.130" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACEENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.EXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURAL18AD-61.1S24SIGN INDICATING DOOR AS A DETECTABLE WARNING2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X4FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X6FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)SCALE:11/4"=1'-0"STAIR PLAN LEVEL 1SCALE:21/4"=1'-0"STAIR PLAN LEVEL 2SCALE:41/4"=1'-0"STAIR PLAN LEVEL 5CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ASCALE:31/4"=1'-0"STAIR PLAN LEVEL 3SCALE:51/4"=1'-0"STAIR PLAN LEVEL 4AAAAAAAAAAAAAAAA06-21-23 PARKINGGARAGEPARKINGGARAGEPARKINGGARAGEPARKINGGARAGEDN 6.5%TYPE IIIATYPE IA10'-1"9'-1"9'-1"9'-1"1ST FL T.O. SLAB ON GRADET.O.PL3RD FL SUBFLOOR4TH FL SUBFLOOR5TH FL SUBFLOORT.O.PLT.O.PLT.O.PL.T.O.PL.6'-8" HEAD CLEARANCE 6'-8" HEAD CLEARANCE 6'-8" HEAD CLEARANCE 6'-8" HEAD CLEARANCE 2ND FL SUBFLOOR12'-2 7/8"± RISE VERIFY 21 EQ 6.99" RISERS 10'-1"± RISE VERIFY 18 EQ 6.72" RISERS 10'-1"± RISE VERIFY 18 EQ 6.72" RISERS 10'-1"± RISE VERIFY 18 EQ 6.72" RISERSS18S8S9S5S3S3S81AD-71.13AD-71.14AD-333-HR4AD-2715'-0"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ASTAIR B1 SECTIONA5-79SCALE:11/4"=1'-0"STAIR SECTION1.FOR TYPICAL STAIR DETAILS, REFER TO2.TREADS: ALL TREAD SURFACES SHALL BE SLIP RESISTANT. TREADS SHALL HAVE SMOOTH,ROUNDED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSING.3.TREAD AND RISER DIMENSIONAL UNIFORMITY: STAIR TREADS AND RISERS SHALL BE OFUNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISERHEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED0.375 INCH IN ANY FLIGHT OF STAIRS.4.TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOTGREATER THAN 0.5 INCH. BEVELING OF NOSING SHALL NOT EXCEED 0.5 INCH. RISERS SHALLBE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THETREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. THELEADING EDGE (NOSING) OF TREADS SHALL PROJECT NOT MORE THAN 1.25 INCHESBEYOND THE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OFUNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TOP OF A FLIGHT.5.HANDRAIL CONTINUITY: HANDRAIL-GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUTINTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS.6.HANDRAIL EXTENSIONS: HANDRAILS SHALL RETURN TO THE WALL, GUARD OR THE WALKINGSURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. ATSTAIRWAYS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILSSHALL EXTEND AT LEAST 12 INCHES BEYOND THE TOP RISER AND 12 INCHES, PLUS THETREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS ARE CONTINUOUS FROMLANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUTINTO THE LANDING.7.EXIT ENCLOSURE PENETRATIONS: PENETRATIONS INTO AND OPENINGS THROUGH AN EXITENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, SPRINKLER PIPING,STANDPIPES, ELECTRICAL RACEWAY(S) FOR FIRE DEPARTMENT COMMUNICATION SYSTEMSAND ELECTRICAL RACEWAY(S) SERVING THE EXIT ENCLOSURE. THERE SHALL BE NOPENETRATIONS OR COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEENADJACENT EXIT ENCLOSURES.8.STRIPING FOR THE VISUALLY IMPAIRED: INTERIOR EXIT STAIRWAYS SHALL HAVE THE UPPERAPPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST.EXTERIOR EXIT STAIRWAYS SHALL HAVE STRIPES ON THE UPPER APPROACH AND ON ALLTREADS. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES WIDE TO A MAXIMUM OF 4 INCHESWIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEPOR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP ORUPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP-RESISTANT ASTHE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE.9.ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE AS OCCURS, U.N.O.STANDPIPESTAIR NOTESLEGEND-AD-71STAIR KEYNOTESS1S2S3S4S5S6S7S8S9S10S11S12S13S14S15S16S17S18S19S20S21S2221AD-7117AD-7118AD-71HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHGUARDWALL - 42" MIN HIGHSECURITY SCREEN SYSTEM- 1" STEEL BAR TOP AND BOTTOM RAILS WITH 1/4" PICKETS AT 4"O.C.- MOUNT TO FLOOR SLAB OR STAIR STRINGERS- PROVIDE 1/4" SQ. , 9 GAUGE WIRE MESH ASNOTED ON PLANBARRIER GUARDRAIL - 27" H, BELOW STAIRSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRWAY IDENTIFICATION SIGNTACTILE FLOOR DESIGNATION SIGNTACTILE EXIT SIGNSTANDPIPE - CLASS IALTERNATING TREAD DEVICESTAIR LANDING : STAIR CONSTRUCTIONPLYWOOD TREAD AND RISER2X WOOD STRINGER - REFER TO STRUCTURAL PLANSWOOD FRAMED LANDING - REFER TO STRUCTURAL PLANSCAST-IN-PLACE CONCRETE STAIRDASHED ARC INDICATING 44" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2KNOX BOX - SEE BUILDING PLANSMETAL STAIR GATE BARRIER - PER CBC 1023.823AD-71STEEL CHANNEL STRINGER1-PIECE SLIP RESISTANT PRE-CAST CONC TREAD AND RISERS20aDASHED ARC INDICATING 48" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2NYSTROM ROOF HATCH WITH INTEGRAL OSHA COMPLIANT ALUMINUM SAFETY RAILS (POWDERCOATSAFETY YELLOW) - SEE STAIR ROOF LEVEL FOR OPENING SIZES23PER CBC SEC. 1011.6 THE DOOR AT ANY POSITION SHALL NOT REDUCE THE REQUIRED STAIRLANDING DIMENSION TO LESS THAN ONE-HALF ITS REQUIRED WIDTH. - CLEAR SPACE IS SHOWN ONPLAN WITH DASHED ARC.-AD-71.130" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACEENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.EXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURAL18AD-61.1S24SIGN INDICATING DOOR AS A DETECTABLE WARNING2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X4FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X6FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)A06-21-23 UPUPUPUP3'-8" STAIR WIDTH 5'-6" RUN (6) 11" T 12"MIN3'-8"STAIR WIDTH4'-7" RUN (5) 11" T4'-7" RUN(5) 11" T3'-1"4'-2 5/8"STAIR WIDTH4'-1 3/8" LANDING 14'-10 3/4"7'-4"18'-4"15'-0" 4'-4 1/2" LANDING 16'-4 3/4"11'-2"1A5-81B223A5-812021AB.1CD23" MIN 12" MIN S8S9S1S7S222AD-71"EXIT"S12"EXIT STAIRDOWN"12" MIN 23" MIN 7'-2"7'-2"23"MINS10S11S181'-8 3/8"4'-9 1/4" LANDING 3'-10"LANDING4'-7" RUN(5) 11" T7"7'-3 3/4"S13S1212"MIN23"MINUPDNUP4'-7" RUN(5) 11" T12"MIN23"MIN4'-2 5/8"LANDING4'-1 3/8" LANDING 5'-6" RUN (6) 11" T 4'-2 5/8" LANDING 6'-5" RUN(7) 11" T4'-2"LANDING5'-3"LANDING12"MIN23"MIN3'-8"STAIR WIDTH3'-7 1/2" STAIR WIDTH3'-8" STAIR WIDTH 17'-0"17'-0"15'-0" 15'-0"4'-4 9/16"11'-11 7/16"8"3'-8 13/32"10'-7 19/32"1'-2 1/4"7'-0 3/8"LANDING1A5-8122202123" MIN 12" MIN 4'-3"AB.1CDBS8S9S1S7S2S1322AD-71"EXITSTAIRDOWN"S11S128'-4" DOOR LANDING S10UPDNUP12"MIN23"MIN4'-1 3/8" LANDING 5'-6" RUN (6) 11" T 4'-2 5/8" LANDING 3'-8" RUN(4) 11" T4'-2"LANDING5'-5 1/4"LANDING12"MIN23"MIN3'-7 1/2" STAIR WIDTH 3'-8" STAIR WIDTH 17'-0"15'-0" 15'-0"4'-4 9/16"11'-11 7/16"3'-8 13/32"10'-7 19/32"2'-6 3/4"LANDING1A5-812220214'-7" RUN(5) 11" T4'-2 5/8"LANDING3'-8"STAIR WIDTH17'-0"7'-0 3/8"LANDING23" MIN 12" MIN B.1CDBAS8S9S1S7S2S1322AD-71S11S128'-4" DOOR LANDING"EXITSTAIRDOWN"S10DNUPFEC4'-1 3/8"5'-6" RUN (6) 11" T 4'-2 5/8" LANDING 3'-8" RUN(4) 11" T4'-2"LANDING12"MIN23"MIN3'-8"STAIR WIDTH3'-7 1/2" STAIR WIDTH 17'-0"16'-10 1/32"15'-0" 15'-0"4'-4 9/16"11'-11 7/16"3'-8 13/32"10'-7 19/32"8'-0"LANDING1A5-8122202123" MIN 12" MIN B.1CDBAS8S9S1S7S2S135'-5 1/4"LANDING22AD-71S11S128'-4" DOOR LANDING"EXITSTAIRDOWN"S10STAIR B2 ENLARGEDPLANSA5-80CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A1.FOR TYPICAL STAIR DETAILS, REFER TO2.TREADS: ALL TREAD SURFACES SHALL BE SLIP RESISTANT. TREADS SHALL HAVE SMOOTH,ROUNDED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSING.3.TREAD AND RISER DIMENSIONAL UNIFORMITY: STAIR TREADS AND RISERS SHALL BE OFUNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISERHEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED0.375 INCH IN ANY FLIGHT OF STAIRS.4.TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOTGREATER THAN 0.5 INCH. BEVELING OF NOSING SHALL NOT EXCEED 0.5 INCH. RISERS SHALLBE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THETREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. THELEADING EDGE (NOSING) OF TREADS SHALL PROJECT NOT MORE THAN 1.25 INCHESBEYOND THE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OFUNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TOP OF A FLIGHT.5.HANDRAIL CONTINUITY: HANDRAIL-GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUTINTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS.6.HANDRAIL EXTENSIONS: HANDRAILS SHALL RETURN TO THE WALL, GUARD OR THE WALKINGSURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. ATSTAIRWAYS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILSSHALL EXTEND AT LEAST 12 INCHES BEYOND THE TOP RISER AND 12 INCHES, PLUS THETREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS ARE CONTINUOUS FROMLANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUTINTO THE LANDING.7.EXIT ENCLOSURE PENETRATIONS: PENETRATIONS INTO AND OPENINGS THROUGH AN EXITENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, SPRINKLER PIPING,STANDPIPES, ELECTRICAL RACEWAY(S) FOR FIRE DEPARTMENT COMMUNICATION SYSTEMSAND ELECTRICAL RACEWAY(S) SERVING THE EXIT ENCLOSURE. THERE SHALL BE NOPENETRATIONS OR COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEENADJACENT EXIT ENCLOSURES.8.STRIPING FOR THE VISUALLY IMPAIRED: INTERIOR EXIT STAIRWAYS SHALL HAVE THE UPPERAPPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST.EXTERIOR EXIT STAIRWAYS SHALL HAVE STRIPES ON THE UPPER APPROACH AND ON ALLTREADS. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES WIDE TO A MAXIMUM OF 4 INCHESWIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEPOR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP ORUPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP-RESISTANT ASTHE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE.9.ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE AS OCCURS, U.N.O.STANDPIPESTAIR NOTESLEGEND-AD-71STAIR KEYNOTESS1S2S3S4S5S6S7S8S9S10S11S12S13S14S15S16S17S18S19S20S21S2221AD-7117AD-7118AD-71HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHGUARDWALL - 42" MIN HIGHSECURITY SCREEN SYSTEM- 1" STEEL BAR TOP AND BOTTOM RAILS WITH 1/4" PICKETS AT 4"O.C.- MOUNT TO FLOOR SLAB OR STAIR STRINGERS- PROVIDE 1/4" SQ. , 9 GAUGE WIRE MESH ASNOTED ON PLANBARRIER GUARDRAIL - 27" H, BELOW STAIRSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRWAY IDENTIFICATION SIGNTACTILE FLOOR DESIGNATION SIGNTACTILE EXIT SIGNSTANDPIPE - CLASS IALTERNATING TREAD DEVICESTAIR LANDING : STAIR CONSTRUCTIONPLYWOOD TREAD AND RISER2X WOOD STRINGER - REFER TO STRUCTURAL PLANSWOOD FRAMED LANDING - REFER TO STRUCTURAL PLANSCAST-IN-PLACE CONCRETE STAIRDASHED ARC INDICATING 44" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2KNOX BOX - SEE BUILDING PLANSMETAL STAIR GATE BARRIER - PER CBC 1023.823AD-71STEEL CHANNEL STRINGER1-PIECE SLIP RESISTANT PRE-CAST CONC TREAD AND RISERS20aDASHED ARC INDICATING 48" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2NYSTROM ROOF HATCH WITH INTEGRAL OSHA COMPLIANT ALUMINUM SAFETY RAILS (POWDERCOATSAFETY YELLOW) - SEE STAIR ROOF LEVEL FOR OPENING SIZES23PER CBC SEC. 1011.6 THE DOOR AT ANY POSITION SHALL NOT REDUCE THE REQUIRED STAIRLANDING DIMENSION TO LESS THAN ONE-HALF ITS REQUIRED WIDTH. - CLEAR SPACE IS SHOWN ONPLAN WITH DASHED ARC.-AD-71.130" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACEENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.EXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURAL18AD-61.1S24SIGN INDICATING DOOR AS A DETECTABLE WARNING2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X4FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X6FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)SCALE:11/4"=1'-0"STAIR PLAN LEVEL 1SCALE:21/4"=1'-0"STAIR PLAN LEVEL 2SCALE:31/4"=1'-0"STAIR PLAN LEVEL 3SCALE:41/4"=1'-0"STAIR PLAN LEVEL 4AAAAAA06-21-23 PARKINGGARAGEPARKINGGARAGEPARKINGGARAGEPARKINGGARAGE6'-8" HEAD CLEARANCE 6'-8" HEAD CLEARANCE T.O.PL1ST FL T.O. SLABON GRADE11'-9 1/16"± RISE VERIFY 21 EQ RISERS 10'-1"± RISE VERIFY 18 EQ RISERS 10'-1"± RISE VERIFY 18 EQ RISERS 1'-9 1/4"± RISE VERIFY 4 EQ RISERS 6'-8" HEAD CLEARANCE 2ND FLT.O.LANDING3RD FLT.O.LANDING4TH FLT.O.LANDINGS8S9S2S34AD-711AD-7110'-1"PARKINGGARAGEPARKINGGARAGEPARKINGGARAGEPARKINGGARAGESTAIR B2 SECTIONA5-81CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ASCALE:11/4"=1'-0"STAIR SECTION1.FOR TYPICAL STAIR DETAILS, REFER TO2.TREADS: ALL TREAD SURFACES SHALL BE SLIP RESISTANT. TREADS SHALL HAVE SMOOTH,ROUNDED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSING.3.TREAD AND RISER DIMENSIONAL UNIFORMITY: STAIR TREADS AND RISERS SHALL BE OFUNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISERHEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED0.375 INCH IN ANY FLIGHT OF STAIRS.4.TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOTGREATER THAN 0.5 INCH. BEVELING OF NOSING SHALL NOT EXCEED 0.5 INCH. RISERS SHALLBE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THETREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. THELEADING EDGE (NOSING) OF TREADS SHALL PROJECT NOT MORE THAN 1.25 INCHESBEYOND THE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OFUNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TOP OF A FLIGHT.5.HANDRAIL CONTINUITY: HANDRAIL-GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUTINTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS.6.HANDRAIL EXTENSIONS: HANDRAILS SHALL RETURN TO THE WALL, GUARD OR THE WALKINGSURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. ATSTAIRWAYS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILSSHALL EXTEND AT LEAST 12 INCHES BEYOND THE TOP RISER AND 12 INCHES, PLUS THETREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS ARE CONTINUOUS FROMLANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUTINTO THE LANDING.7.EXIT ENCLOSURE PENETRATIONS: PENETRATIONS INTO AND OPENINGS THROUGH AN EXITENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, SPRINKLER PIPING,STANDPIPES, ELECTRICAL RACEWAY(S) FOR FIRE DEPARTMENT COMMUNICATION SYSTEMSAND ELECTRICAL RACEWAY(S) SERVING THE EXIT ENCLOSURE. THERE SHALL BE NOPENETRATIONS OR COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEENADJACENT EXIT ENCLOSURES.8.STRIPING FOR THE VISUALLY IMPAIRED: INTERIOR EXIT STAIRWAYS SHALL HAVE THE UPPERAPPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST.EXTERIOR EXIT STAIRWAYS SHALL HAVE STRIPES ON THE UPPER APPROACH AND ON ALLTREADS. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES WIDE TO A MAXIMUM OF 4 INCHESWIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEPOR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP ORUPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP-RESISTANT ASTHE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE.9.ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE AS OCCURS, U.N.O.STANDPIPESTAIR NOTESLEGEND-AD-71STAIR KEYNOTESS1S2S3S4S5S6S7S8S9S10S11S12S13S14S15S16S17S18S19S20S21S2221AD-7117AD-7118AD-71HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHGUARDWALL - 42" MIN HIGHSECURITY SCREEN SYSTEM- 1" STEEL BAR TOP AND BOTTOM RAILS WITH 1/4" PICKETS AT 4"O.C.- MOUNT TO FLOOR SLAB OR STAIR STRINGERS- PROVIDE 1/4" SQ. , 9 GAUGE WIRE MESH ASNOTED ON PLANBARRIER GUARDRAIL - 27" H, BELOW STAIRSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRWAY IDENTIFICATION SIGNTACTILE FLOOR DESIGNATION SIGNTACTILE EXIT SIGNSTANDPIPE - CLASS IALTERNATING TREAD DEVICESTAIR LANDING : STAIR CONSTRUCTIONPLYWOOD TREAD AND RISER2X WOOD STRINGER - REFER TO STRUCTURAL PLANSWOOD FRAMED LANDING - REFER TO STRUCTURAL PLANSCAST-IN-PLACE CONCRETE STAIRDASHED ARC INDICATING 44" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2KNOX BOX - SEE BUILDING PLANSMETAL STAIR GATE BARRIER - PER CBC 1023.823AD-71STEEL CHANNEL STRINGER1-PIECE SLIP RESISTANT PRE-CAST CONC TREAD AND RISERS20aDASHED ARC INDICATING 48" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2NYSTROM ROOF HATCH WITH INTEGRAL OSHA COMPLIANT ALUMINUM SAFETY RAILS (POWDERCOATSAFETY YELLOW) - SEE STAIR ROOF LEVEL FOR OPENING SIZES23PER CBC SEC. 1011.6 THE DOOR AT ANY POSITION SHALL NOT REDUCE THE REQUIRED STAIRLANDING DIMENSION TO LESS THAN ONE-HALF ITS REQUIRED WIDTH. - CLEAR SPACE IS SHOWN ONPLAN WITH DASHED ARC.-AD-71.130" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACEENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.EXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURAL18AD-61.1S24SIGN INDICATING DOOR AS A DETECTABLE WARNING2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X4FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X6FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)SCALE:21/4"=1'-0"NOT USEDSCALE:31/4"=1'-0"STAIR SECTIONAAA06-21-23 FECLVLVUPUPDN 6.07%UP23"MIN12"MIN4'-7 1/4"LANDING8'-3" RUN(9) 11" T19'-10 5/16"12'-7" 2'-9" RUN (3) 11" T19'-10 5/16"4'-0"STAIR WIDTH2'-3 1/2" 1'-4 3/4" 6'-9 3/4" 23'-1" 4'-5 1/4" LANDING 4'-5 3/4" LANDING 4'-0" STAIR WIDTH 7'-5 9/16"7'-4"2'-9" RUN (3) 11" T 23" MIN 12" MIN 4'-3 1/4"1A5-831819S4S18S7S5S1323" MIN 12" MIN 22AD-71"EXIT"S12"EXIT STAIR DOWN"S12S113A5-83S10S9S817AD-71.112" MIN 12" MIN 5'-6 3/4"LVLVUPUPDN23"MIN12"MIN6'-1 9/16"LANDING4'-7" RUN(5) 11" T1'-4 1/4"7'-4"19'-10 5/16"12'-7" 4'-5 1/4" LANDING 2'-9" RUN (3) 11" T 4'-5 3/4" LANDING19'-10 5/16"4'-0" STAIR WIDTH 4'-8 3/4"3'-1 1/2"4'-3 1/4"6'-6 1/2" 18'-8"4'-7 1/4"LANDING8'-3" RUN(9) 11" T4'-0" STAIR WIDTH 1A5-831819S8S9S5S7S4S1323"MIN12"MIN23" MIN 12" MIN 22AD-71S11"EXIT STAIR DOWN"S12S10S1017AD-71.1LVLVUPUPDN6'-1 9/16"LANDING4'-7" RUN(5) 11" T1'-4 1/4"7'-4"19'-10 5/16"12'-7" 4'-5 1/4" LANDING 2'-9" RUN (3) 11" T 4'-5 3/4" LANDING19'-10 5/16"4'-0" STAIR WIDTH 4'-8 3/4"3'-1 1/2"4'-3 1/4"6'-6 1/2" 18'-8" 4'-0" STAIR WIDTH6'-1 9/16"LANDING6'-5" RUN(7) 11" T15'-2"4'-8 5/16"23"MIN12"MIN9'-10"2'-9"1A5-831819S8S9S5S4S13S723"MIN12"MIN23" MIN 12" MIN 22AD-71S11"EXIT STAIRDOWN"S10S12S1017AD-71.1LVLVDN12"MIN7'-4"19'-10 5/16"12'-7"19'-10 5/16"4'-8 3/4"7'-4 3/4"6'-6 1/2" 18'-8"6'-1 9/16"LANDING6'-5" RUN(7) 11" T4'-0" STAIR WIDTH 12'-6 5/16"23"MIN9'-10"2'-9"15'-2"4'-8 5/16"1A5-831819S8S9S5S7S4S13S722AD-71S11"EXIT STAIRDOWN"S10S12S1017AD-71.1STAIR B3 ENLARGEDPLANSA5-821.FOR TYPICAL STAIR DETAILS, REFER TO2.TREADS: ALL TREAD SURFACES SHALL BE SLIP RESISTANT. TREADS SHALL HAVE SMOOTH,ROUNDED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSING.3.TREAD AND RISER DIMENSIONAL UNIFORMITY: STAIR TREADS AND RISERS SHALL BE OFUNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISERHEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED0.375 INCH IN ANY FLIGHT OF STAIRS.4.TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOTGREATER THAN 0.5 INCH. BEVELING OF NOSING SHALL NOT EXCEED 0.5 INCH. RISERS SHALLBE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THETREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. THELEADING EDGE (NOSING) OF TREADS SHALL PROJECT NOT MORE THAN 1.25 INCHESBEYOND THE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OFUNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TOP OF A FLIGHT.5.HANDRAIL CONTINUITY: HANDRAIL-GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUTINTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS.6.HANDRAIL EXTENSIONS: HANDRAILS SHALL RETURN TO THE WALL, GUARD OR THE WALKINGSURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. ATSTAIRWAYS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILSSHALL EXTEND AT LEAST 12 INCHES BEYOND THE TOP RISER AND 12 INCHES, PLUS THETREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS ARE CONTINUOUS FROMLANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUTINTO THE LANDING.7.EXIT ENCLOSURE PENETRATIONS: PENETRATIONS INTO AND OPENINGS THROUGH AN EXITENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, SPRINKLER PIPING,STANDPIPES, ELECTRICAL RACEWAY(S) FOR FIRE DEPARTMENT COMMUNICATION SYSTEMSAND ELECTRICAL RACEWAY(S) SERVING THE EXIT ENCLOSURE. THERE SHALL BE NOPENETRATIONS OR COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEENADJACENT EXIT ENCLOSURES.8.STRIPING FOR THE VISUALLY IMPAIRED: INTERIOR EXIT STAIRWAYS SHALL HAVE THE UPPERAPPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST.EXTERIOR EXIT STAIRWAYS SHALL HAVE STRIPES ON THE UPPER APPROACH AND ON ALLTREADS. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES WIDE TO A MAXIMUM OF 4 INCHESWIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEPOR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP ORUPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP-RESISTANT ASTHE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE.9.ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE AS OCCURS, U.N.O.STANDPIPESTAIR NOTESLEGEND-AD-71STAIR KEYNOTESS1S2S3S4S5S6S7S8S9S10S11S12S13S14S15S16S17S18S19S20S21S2221AD-7117AD-7118AD-71HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHGUARDWALL - 42" MIN HIGHSECURITY SCREEN SYSTEM- 1" STEEL BAR TOP AND BOTTOM RAILS WITH 1/4" PICKETS AT 4"O.C.- MOUNT TO FLOOR SLAB OR STAIR STRINGERS- PROVIDE 1/4" SQ. , 9 GAUGE WIRE MESH ASNOTED ON PLANBARRIER GUARDRAIL - 27" H, BELOW STAIRSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRWAY IDENTIFICATION SIGNTACTILE FLOOR DESIGNATION SIGNTACTILE EXIT SIGNSTANDPIPE - CLASS IALTERNATING TREAD DEVICESTAIR LANDING : STAIR CONSTRUCTIONPLYWOOD TREAD AND RISER2X WOOD STRINGER - REFER TO STRUCTURAL PLANSWOOD FRAMED LANDING - REFER TO STRUCTURAL PLANSCAST-IN-PLACE CONCRETE STAIRDASHED ARC INDICATING 44" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2KNOX BOX - SEE BUILDING PLANSMETAL STAIR GATE BARRIER - PER CBC 1023.823AD-71STEEL CHANNEL STRINGER1-PIECE SLIP RESISTANT PRE-CAST CONC TREAD AND RISERS20aDASHED ARC INDICATING 48" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2NYSTROM ROOF HATCH WITH INTEGRAL OSHA COMPLIANT ALUMINUM SAFETY RAILS (POWDERCOATSAFETY YELLOW) - SEE STAIR ROOF LEVEL FOR OPENING SIZES23PER CBC SEC. 1011.6 THE DOOR AT ANY POSITION SHALL NOT REDUCE THE REQUIRED STAIRLANDING DIMENSION TO LESS THAN ONE-HALF ITS REQUIRED WIDTH. - CLEAR SPACE IS SHOWN ONPLAN WITH DASHED ARC.-AD-71.130" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACEENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.EXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURAL18AD-61.1S24SIGN INDICATING DOOR AS A DETECTABLE WARNING2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X4FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X6FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)SCALE:11/4"=1'-0"STAIR PLAN LEVEL 1SCALE:21/4"=1'-0"STAIR PLAN LEVEL 2SCALE:31/4"=1'-0"STAIR PLAN LEVEL 3, 4CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ASCALE:41/4"=1'-0"STAIR PLAN LEVEL 5AAAAAAAAAAAA06-21-23 UNITUNITUNITUNITUNIT12'-4 3/8"9'-1"9'-1"9'-1"1ST FL T.O. SLAB ON GRADET.O.PL3RD FL SUBFLOOR4TH FL SUBFLOOR5TH FL SUBFLOORT.O.PLT.O.PLT.O.PL.T.O.PL.6'-8" HEAD CLEARANCE 2ND FL SUBFLOOR6'-8" HEAD CLEARANCE 6'-8" HEAD CLEARANCE 13'-5 5/8"± RISE VERIFY 24 EQ RISERS, 7" MAX. 10'-1"± RISE VERIFY 18 EQ RISERS, 7" MAX 10'-1"± RISE VERIFY 18 EQ RISERS, 7" MAX 10'-1"± RISE VERIFY 18 EQ RISERS, 7" MAX 6'-8" HEAD CLEARANCES8S3S5S93AD-71.12AD-71.11AD-71.14AD-71.1DN 6.07%1ST FL T.O. SLAB ON GRADE12'-4 3/8"2ND FL SUBFLOOR2'-3 3/8"± RISE VERIFY 4 EQ 6.84" RISERS3AD-71.216'-8 1/2"UNITUNITUNITUNITUNIT10'-9 13/32"9'-1"9'-1"9'-1"1ST FL T.O. SLAB ON GRADET.O.PL3RD FL SUBFLOOR4TH FL SUBFLOOR5TH FL SUBFLOORT.O.PLT.O.PL.T.O.PL.6'-8"HEAD CLEARANCE 2ND FL SUBFLOOR11'-10 21/32"± RISE VERIFY21 EQ RISERS, 7" MAX 10'-1"± RISE VERIFY18 EQ RISERS, 7" MAX6'-8"HEAD CLEARANCE 6'-8"HEAD CLEARANCE 6'-8"HEAD CLEARANCE T.O.PL9'-1" 10'-1"± RISE VERIFY18 EQ RISERS, 7" MAX 10'-1"± RISE VERIFY18 EQ RISERS, 7" MAX2'-3 23/32"± RISE VERIFY4 EQ RISERS, 7" MAX S14S8S3S5S9S183AD-71.11AD-71.16'-8"HEAD CLEARANCE S2210AD-71PRECAST STAIRBEYONDCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ASTAIR B3 & B4SECTIONA5-83SCALE:11/4"=1'-0"STAIR B3 SECTION1.FOR TYPICAL STAIR DETAILS, REFER TO2.TREADS: ALL TREAD SURFACES SHALL BE SLIP RESISTANT. TREADS SHALL HAVE SMOOTH,ROUNDED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSING.3.TREAD AND RISER DIMENSIONAL UNIFORMITY: STAIR TREADS AND RISERS SHALL BE OFUNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISERHEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED0.375 INCH IN ANY FLIGHT OF STAIRS.4.TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOTGREATER THAN 0.5 INCH. BEVELING OF NOSING SHALL NOT EXCEED 0.5 INCH. RISERS SHALLBE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THETREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. THELEADING EDGE (NOSING) OF TREADS SHALL PROJECT NOT MORE THAN 1.25 INCHESBEYOND THE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OFUNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TOP OF A FLIGHT.5.HANDRAIL CONTINUITY: HANDRAIL-GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUTINTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS.6.HANDRAIL EXTENSIONS: HANDRAILS SHALL RETURN TO THE WALL, GUARD OR THE WALKINGSURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. ATSTAIRWAYS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILSSHALL EXTEND AT LEAST 12 INCHES BEYOND THE TOP RISER AND 12 INCHES, PLUS THETREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS ARE CONTINUOUS FROMLANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUTINTO THE LANDING.7.EXIT ENCLOSURE PENETRATIONS: PENETRATIONS INTO AND OPENINGS THROUGH AN EXITENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, SPRINKLER PIPING,STANDPIPES, ELECTRICAL RACEWAY(S) FOR FIRE DEPARTMENT COMMUNICATION SYSTEMSAND ELECTRICAL RACEWAY(S) SERVING THE EXIT ENCLOSURE. THERE SHALL BE NOPENETRATIONS OR COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEENADJACENT EXIT ENCLOSURES.8.STRIPING FOR THE VISUALLY IMPAIRED: INTERIOR EXIT STAIRWAYS SHALL HAVE THE UPPERAPPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST.EXTERIOR EXIT STAIRWAYS SHALL HAVE STRIPES ON THE UPPER APPROACH AND ON ALLTREADS. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES WIDE TO A MAXIMUM OF 4 INCHESWIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEPOR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP ORUPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP-RESISTANT ASTHE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE.9.ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE AS OCCURS, U.N.O.STANDPIPESTAIR NOTESLEGEND-AD-71STAIR KEYNOTESS1S2S3S4S5S6S7S8S9S10S11S12S13S14S15S16S17S18S19S20S21S2221AD-7117AD-7118AD-71HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHGUARDWALL - 42" MIN HIGHSECURITY SCREEN SYSTEM- 1" STEEL BAR TOP AND BOTTOM RAILS WITH 1/4" PICKETS AT 4"O.C.- MOUNT TO FLOOR SLAB OR STAIR STRINGERS- PROVIDE 1/4" SQ. , 9 GAUGE WIRE MESH ASNOTED ON PLANBARRIER GUARDRAIL - 27" H, BELOW STAIRSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRWAY IDENTIFICATION SIGNTACTILE FLOOR DESIGNATION SIGNTACTILE EXIT SIGNSTANDPIPE - CLASS IALTERNATING TREAD DEVICESTAIR LANDING : STAIR CONSTRUCTIONPLYWOOD TREAD AND RISER2X WOOD STRINGER - REFER TO STRUCTURAL PLANSWOOD FRAMED LANDING - REFER TO STRUCTURAL PLANSCAST-IN-PLACE CONCRETE STAIRDASHED ARC INDICATING 44" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2KNOX BOX - SEE BUILDING PLANSMETAL STAIR GATE BARRIER - PER CBC 1023.823AD-71STEEL CHANNEL STRINGER1-PIECE SLIP RESISTANT PRE-CAST CONC TREAD AND RISERS20aDASHED ARC INDICATING 48" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2NYSTROM ROOF HATCH WITH INTEGRAL OSHA COMPLIANT ALUMINUM SAFETY RAILS (POWDERCOATSAFETY YELLOW) - SEE STAIR ROOF LEVEL FOR OPENING SIZES23PER CBC SEC. 1011.6 THE DOOR AT ANY POSITION SHALL NOT REDUCE THE REQUIRED STAIRLANDING DIMENSION TO LESS THAN ONE-HALF ITS REQUIRED WIDTH. - CLEAR SPACE IS SHOWN ONPLAN WITH DASHED ARC.-AD-71.130" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACEENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.EXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURAL18AD-61.1S24SIGN INDICATING DOOR AS A DETECTABLE WARNING2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X4FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X6FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)SCALE:21/4"=1'-0"STAIR B4 SECTIONSCALE:31/4"=1'-0"STAIR B3 SECTIONAAA06-21-23 FECLVUPDN4'23" MIN 18'-6" RUN (20) 11" T 5'-2 3/4"5'-0 3/4"10'-0"4'-0"STAIR WIDTH5'-8"4'-4"10'-0"6'-0"4'-0"1'-1 1/4" 2'-9" RUN (3) 11" T 29'-10 3/4" 18'-1"8'-7 1/4" 12" MIN 23" MIN 2A5-83910NS9S5S4S7S8S1322AD-71"EXIT"S12"EXIT STAIR DOWN"S12S113'-8 3/4" ℄4'-9 3/4"℄4'-3 1/4"S10S1817AD-71.1FECLVUPDN12" MIN 7'-0 3/4"4'-9 1/4" LANDING 10'-0"4'-0"STAIR WIDTH4'-3 1/4"4'-9 3/4"10'-0"23" MIN 6'-0"4'-0"1'-1 1/4"16'-6" RUN (18) 11" T 29'-10 3/4"5'-8"4'-4"N2A5-83910S9S5S4S7S8S1322AD-71"EXIT STAIR DOWN"S10S12S11S1017AD-71.1FECLVUPDN12" MIN 10'-0"10'-0"23" MIN 6'-0"4'-0"7'-0 3/4"5'-8 1/4" LANDING 1'-1 1/4"15'-7" RUN (17) 11" T 29'-10 3/4"4'-0"STAIR WIDTH4'-3 1/4"4'-9 3/4"5'-8"4'-4"N2A5-83910S9S5S4S8S13S722AD-71"EXIT STAIR DOWN"S10S12S11S1017AD-71.1FECLVDN10'-0"6'-0"4'-0"10'-0"4'-0"STAIR WIDTH4'-3 1/4"4'-9 3/4"5'-8"4'-4"N2A5-837'-0 3/4"5'-8 1/4" LANDING 1'-1 1/4" 29'-10 3/4"910S7S13S9S5S4S8S1422AD-71"EXIT STAIR DOWN"S10S12S11S1017AD-71.1S15N2A5-83910ROOF HATCH W/GUARDRAIL ANDSELF-CLOSINGGATE10AD-61.1S22STAIR B4 ENLARGEDPLANSA5-841.FOR TYPICAL STAIR DETAILS, REFER TO2.TREADS: ALL TREAD SURFACES SHALL BE SLIP RESISTANT. TREADS SHALL HAVE SMOOTH,ROUNDED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSING.3.TREAD AND RISER DIMENSIONAL UNIFORMITY: STAIR TREADS AND RISERS SHALL BE OFUNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISERHEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED0.375 INCH IN ANY FLIGHT OF STAIRS.4.TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOTGREATER THAN 0.5 INCH. BEVELING OF NOSING SHALL NOT EXCEED 0.5 INCH. RISERS SHALLBE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THETREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. THELEADING EDGE (NOSING) OF TREADS SHALL PROJECT NOT MORE THAN 1.25 INCHESBEYOND THE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OFUNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TOP OF A FLIGHT.5.HANDRAIL CONTINUITY: HANDRAIL-GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUTINTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS.6.HANDRAIL EXTENSIONS: HANDRAILS SHALL RETURN TO THE WALL, GUARD OR THE WALKINGSURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. ATSTAIRWAYS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILSSHALL EXTEND AT LEAST 12 INCHES BEYOND THE TOP RISER AND 12 INCHES, PLUS THETREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS ARE CONTINUOUS FROMLANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUTINTO THE LANDING.7.EXIT ENCLOSURE PENETRATIONS: PENETRATIONS INTO AND OPENINGS THROUGH AN EXITENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, SPRINKLER PIPING,STANDPIPES, ELECTRICAL RACEWAY(S) FOR FIRE DEPARTMENT COMMUNICATION SYSTEMSAND ELECTRICAL RACEWAY(S) SERVING THE EXIT ENCLOSURE. THERE SHALL BE NOPENETRATIONS OR COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEENADJACENT EXIT ENCLOSURES.8.STRIPING FOR THE VISUALLY IMPAIRED: INTERIOR EXIT STAIRWAYS SHALL HAVE THE UPPERAPPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST.EXTERIOR EXIT STAIRWAYS SHALL HAVE STRIPES ON THE UPPER APPROACH AND ON ALLTREADS. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES WIDE TO A MAXIMUM OF 4 INCHESWIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEPOR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP ORUPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP-RESISTANT ASTHE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE.9.ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE AS OCCURS, U.N.O.STANDPIPESTAIR NOTESLEGEND-AD-71STAIR KEYNOTESS1S2S3S4S5S6S7S8S9S10S11S12S13S14S15S16S17S18S19S20S21S2221AD-7117AD-7118AD-71HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHGUARDWALL - 42" MIN HIGHSECURITY SCREEN SYSTEM- 1" STEEL BAR TOP AND BOTTOM RAILS WITH 1/4" PICKETS AT 4"O.C.- MOUNT TO FLOOR SLAB OR STAIR STRINGERS- PROVIDE 1/4" SQ. , 9 GAUGE WIRE MESH ASNOTED ON PLANBARRIER GUARDRAIL - 27" H, BELOW STAIRSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRWAY IDENTIFICATION SIGNTACTILE FLOOR DESIGNATION SIGNTACTILE EXIT SIGNSTANDPIPE - CLASS IALTERNATING TREAD DEVICESTAIR LANDING : STAIR CONSTRUCTIONPLYWOOD TREAD AND RISER2X WOOD STRINGER - REFER TO STRUCTURAL PLANSWOOD FRAMED LANDING - REFER TO STRUCTURAL PLANSCAST-IN-PLACE CONCRETE STAIRDASHED ARC INDICATING 44" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2KNOX BOX - SEE BUILDING PLANSMETAL STAIR GATE BARRIER - PER CBC 1023.823AD-71STEEL CHANNEL STRINGER1-PIECE SLIP RESISTANT PRE-CAST CONC TREAD AND RISERS20aDASHED ARC INDICATING 48" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2NYSTROM ROOF HATCH WITH INTEGRAL OSHA COMPLIANT ALUMINUM SAFETY RAILS (POWDERCOATSAFETY YELLOW) - SEE STAIR ROOF LEVEL FOR OPENING SIZES23PER CBC SEC. 1011.6 THE DOOR AT ANY POSITION SHALL NOT REDUCE THE REQUIRED STAIRLANDING DIMENSION TO LESS THAN ONE-HALF ITS REQUIRED WIDTH. - CLEAR SPACE IS SHOWN ONPLAN WITH DASHED ARC.-AD-71.130" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACEENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.EXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURAL18AD-61.1S24SIGN INDICATING DOOR AS A DETECTABLE WARNING2X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X4FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X6FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)SCALE:11/4"=1'-0"STAIR PLAN LEVEL 1SCALE:21/4"=1'-0"STAIR PLAN LEVEL 2SCALE:31/4"=1'-0"STAIR PLAN LEVEL 3,4CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ASCALE:41/4"=1'-0"STAIR PLAN LEVEL 5SCALE:51/4"=1'-0"STAIR PLAN ROOF LEVELSCALE:61/4"=1'-0"NOT USEDAAAAAAAAAAAAAA06-21-23 HDR39'-3"24'-2"7'-10"5'-2 1/4"6"11'-8 1/2" 1'-9 1/2"4'-0"2'-11"2'-6" 3" AIR GAP 2" AIR GAP CORRIDORELECTRICAL ROOM9'-1 3/4"F.F.7 23/32"14'-0"6'-4"7'-10"6'-3"2 1/2"3'-2"6'-0"8 1/2"6'-0"DN6.5%DN3.6%12"MIN 12"MINN.9M.41122AD-7111AD-71.1123.21'123.72'123.72'123.21'ELECTRICAL ROOMP105A5-85CORRIDOR1'-0"6"6 3/4"124.156 1/4"± RISE VERIFY 1 RISER, 7" MAX.2R-2, 356 S.F.1'-0"MIN.BUILDING AELECTRICAL ROOMPLAN, SECTIONS &RAMPA5-85CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMER 06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ASCALE:11/4"=1'-0"BUILDING A ELECTRICAL ROOM PLANSCALE:21/4"=1'-0"BUILDING A ELECTRICAL ROOM SECTIONBUILDING COMPOSITE PLAN NOTES6AD-311.THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS,ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TOTHE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION.2.UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THELEGAL ADDRESS.3.FOR GENERAL ACCESSIBILITY INFORMATION, SEE4.ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O.5.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O.6.PROVIDE PENETRATION FIRESTOP SYSTEMS PER7.THE FLAME-SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY8.WITH CBC 803.9.INTERIOR TRIMS SHALL COMPLY WITH CBC 806.10.PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING,PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE FIRE-RATEDACCESS PANELS WITH SELF CLOSING DEVICES.11.PROVIDE ACOUSTICAL ASSEMBLIES PER12.INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806.13.MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER14.VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2.15.SEE STRUCTURAL DRAWINGS FOR:A)SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHINGB)SPECIAL NAILING AND BLOCKING REQUIREMENTS15.PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIORBALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROMIRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNINGPERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BEVENTILATED. IN FIRE-RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLERPROTECTION SHALL BE EXTENDED TO THOSE AREAS.16.WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW ORIRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALLELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTEDAND APPROVED.17.PARKING GARAGE TYPE-IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE-RESISTIVE CONSTRUCTIONTHROUGHOUT.18.VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%)19.FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPEPROTECTION PER20.GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FORSUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC.21.THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FORSECURITY AND SAFETY.22.ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROMDRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS.23.SEE SHEETS A0-11 THRU A0-25 FOR ALL WALL FIRE RATINGS AND CORRESPONDING DETAILS24.SEE SHEETS A0-31 THRU A0-45 FOR EXITING ANALYSIS INCLUDING ROOM NAME, SQUARE FOOTAGE,OCCUPANT LOAD FACTOR, NUMBER OF OCCUPANTS AND OCCUPANCY TYPE25.CEILING FIXTURES THAT ARE RECESSED INTO FLOOR/CEILING ASSEMBLIES SHALL BE PROTECTED VIA LINEDJOIST BAY PER DETAIL 6/AD-21.26.PROVIDE CONTINUOUS DRYWALL BEHIND TUBS PER DETAIL 20/AD-22.27.CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINECABINETS PER DETAIL 4/AD-22.28.FOR TYPICAL CORRIDOR SECTION INCLUDING NOTES AND DETAILS, SEE29.INTERIOR FLOOR FINISHES SHALL SHOW COMPLIANCE WITH CBC SECTION 804.4AD-20ALLAD-02.1 ALLAD-01TOFIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF,SEMI-RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITHLOCAL FIRE AUTHORITY.BUILDING PLAN LEGENDDOOR SYMBOLFLOOR DRAIN - SEE PLMBXXWINDOW & STOREFRONT SYMBOL -A7-20-A7-404AD-22FECDOWNSPOUTDSFDDIRECTION OF SLOPE - 1/4" / FT U.N.O.ALLAD-2018AD-22-A7-10-A7-30ACCESSIBLE PARKING SPACEALLAD-32ALLAD-41.1WATERPROOF TRAFFIC COATINGFRAMED WALL - 6" METAL STUDCONCRETE COLUMNMAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROMACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEARAFF IN ALL OTHER LOCATIONS OF GARAGE.FULL HEIGHT STEEL FENCING-X"DEPRESSIONSLOPE TO LEVELLEVEL TO SLOPEDEPRESSION TO SLOPE-X"16AD-3140" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVEFRAMED WALL - 3-5/8" METAL STUDAIRCRAFT CABLE VEHICULAR BARRIERSPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O.SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS-3" FSFS = FINISH SURFACETOC = TOP OF STRUCTURAL CONCRETE SLABTO CURB = TOP OF CURB-6" TOC19AD-31CONCRETE WHEEL STOPDETECTABLE WARNINGS, MIN 36" WIDECONCRETE TOPPING SLAB(PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.)COLUMN CAPCMU WALL - SEE STRUCTURALFRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURBCONCRETE WALL - SEE STRUCTURALCONCRETE STRUCTURAL SLAB TRANSITIONS3AD-3112AD-3112AD-01EVELECTRIC VEHICLE CHARGING STATIONSEE SCHEDULESSEE DOOR SCHEDULESALLAD-55ALLAD-56EXTENT OF EXTERIOR STUCCO FINISH8 & 12AD-27ROOM NAME / UNIT TYPEXX* ROOM NUMBERS BEGINNING WITH 'P'HAVE BEEN ASSIGNED BY ARCHITECTSCALE:31/4"=1'-0"BUILDING A RAMP PLANA06-21-23 31'-8"16'-11" 11'-8 1/2"5'-2 1/2" 3" AIR GAP 17'-0 1/4"5'-6"6'-4"H.3H.810'-1"F.F.FE8%DN126.70'125.07'13ML1'-0"2'-6 1/2"4 1/2"2"12'-0"2"5'-6"2'-7"7'-0"2'-7"2"22AD-7111AD-71.112"MIN 12"MIN ELECTRICAL ROOMELECTRICAL ROOMP112A5-86CORRIDOR12'-2"31'-7 1/2"2'-9 3/4"7'-7"20'-6" 1'-3"± RISE VERIFY 3 EQ RISERS, 7' MAX.31'-0"126.62'PER CIVIL GRADING10-31-2022125.37'PER CIVIL GRADING10-31-20223AD-71.222AD-712R-2, 344 S.F.BUILDING BELECTRICAL RM PLAN,SECTIONS &COURTYARD RAMPA5-86BUILDING BELECTRICAL RM PLAN,SECTIONS &COURTYARD RAMPA5-86CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ASCALE:11/4"=1'-0"BUILDING B ELECTRICAL ROOM PLANSCALE:21/4"=1'-0"BUILDING B ELECTRICAL ROOM SECTIONBUILDING COMPOSITE PLAN NOTES6AD-311.THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS,ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TOTHE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION.2.UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THELEGAL ADDRESS.3.FOR GENERAL ACCESSIBILITY INFORMATION, SEE4.ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O.5.OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O.6.PROVIDE PENETRATION FIRESTOP SYSTEMS PER7.THE FLAME-SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY8.WITH CBC 803.9.INTERIOR TRIMS SHALL COMPLY WITH CBC 806.10.PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING,PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE FIRE-RATEDACCESS PANELS WITH SELF CLOSING DEVICES.11.PROVIDE ACOUSTICAL ASSEMBLIES PER12.INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806.13.MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER14.VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2.15.SEE STRUCTURAL DRAWINGS FOR:A)SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHINGB)SPECIAL NAILING AND BLOCKING REQUIREMENTS15.PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIORBALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROMIRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNINGPERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BEVENTILATED. IN FIRE-RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLERPROTECTION SHALL BE EXTENDED TO THOSE AREAS.16.WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW ORIRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALLELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTEDAND APPROVED.17.PARKING GARAGE TYPE-IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE-RESISTIVE CONSTRUCTIONTHROUGHOUT.18.VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%)19.FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPEPROTECTION PER20.GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FORSUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC.21.THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FORSECURITY AND SAFETY.22.ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROMDRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS.23.SEE SHEETS A0-11 THRU A0-25 FOR ALL WALL FIRE RATINGS AND CORRESPONDING DETAILS24.SEE SHEETS A0-31 THRU A0-45 FOR EXITING ANALYSIS INCLUDING ROOM NAME, SQUARE FOOTAGE,OCCUPANT LOAD FACTOR, NUMBER OF OCCUPANTS AND OCCUPANCY TYPE25.CEILING FIXTURES THAT ARE RECESSED INTO FLOOR/CEILING ASSEMBLIES SHALL BE PROTECTED VIA LINEDJOIST BAY PER DETAIL 6/AD-21.26.PROVIDE CONTINUOUS DRYWALL BEHIND TUBS PER DETAIL 20/AD-22.27.CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINECABINETS PER DETAIL 4/AD-22.28.FOR TYPICAL CORRIDOR SECTION INCLUDING NOTES AND DETAILS, SEE29.INTERIOR FLOOR FINISHES SHALL SHOW COMPLIANCE WITH CBC SECTION 804.4AD-20ALLAD-02.1 ALLAD-01TOFIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF,SEMI-RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITHLOCAL FIRE AUTHORITY.BUILDING PLAN LEGENDDOOR SYMBOLFLOOR DRAIN - SEE PLMBXXWINDOW & STOREFRONT SYMBOL -A7-20-A7-404AD-22FECDOWNSPOUTDSFDDIRECTION OF SLOPE - 1/4" / FT U.N.O.ALLAD-2018AD-22-A7-10-A7-30ACCESSIBLE PARKING SPACEALLAD-32ALLAD-41.1WATERPROOF TRAFFIC COATINGFRAMED WALL - 6" METAL STUDCONCRETE COLUMNMAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROMACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEARAFF IN ALL OTHER LOCATIONS OF GARAGE.FULL HEIGHT STEEL FENCING-X"DEPRESSIONSLOPE TO LEVELLEVEL TO SLOPEDEPRESSION TO SLOPE-X"16AD-3140" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVEFRAMED WALL - 3-5/8" METAL STUDAIRCRAFT CABLE VEHICULAR BARRIERSPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O.SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS-3" FSFS = FINISH SURFACETOC = TOP OF STRUCTURAL CONCRETE SLABTO CURB = TOP OF CURB-6" TOC19AD-31CONCRETE WHEEL STOPDETECTABLE WARNINGS, MIN 36" WIDECONCRETE TOPPING SLAB(PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.)COLUMN CAPCMU WALL - SEE STRUCTURALFRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURBCONCRETE WALL - SEE STRUCTURALCONCRETE STRUCTURAL SLAB TRANSITIONS3AD-3112AD-3112AD-01EVELECTRIC VEHICLE CHARGING STATIONSEE SCHEDULESSEE DOOR SCHEDULESALLAD-55ALLAD-56EXTENT OF EXTERIOR STUCCO FINISH8 & 12AD-27ROOM NUMBER */ UNIT NUMBERROOM NAME / UNIT TYPEXX001A5-XXSHEET REFERENCE* ROOM NUMBERS BEGINNING WITH 'P'HAVE BEEN ASSIGNED BY ARCHITECTFOR PROJECT COMMUNICATION. THESEROOM NUMBERS ARE NOT PART OF THEADDRESSING SYSTEM.SCALE:41/4"=1'-0"BUILDING B COURTYARD RAMP PLANSCALE:31/4"=1'-0"BUILDING B ELECTRICAL ROOM STAIR SECTION06-21-23 HJK88.28.512"MIN.12"MIN.5'-0 1/2"L1'-0" 4'-4" RAMP WIDTH 4'-4" RAMP WIDTH 2'-11"9'-8"3'-0"23" MIN. 12" MIN.EQ.EQ.9'-10"STAIR WIDTH8%UP123.16' FS8%UP124.53'124.05' FS124.58' FS6'-3"6' MIN. LANDING DEPTH1'-10" 2 TREADS @ 11" 1'-8"2'-4 1/2" 2'-9"1'-0"6'-4"6' MIN. LANDING DEPTH3'-1"3'-0"9'-10"1'-5 1/2"12"MIN.12"MIN.9'-4" 9'-2"3'-4"4"6'-0" MIN.2%DN2%DN2%DN4'-3"FECC.610D1'-5 1/2"6'-10"RAMP WIDTH2'-1 1/2"10'-2"2'-1 1/2"124.70'124.15'3.8%DN10GF12'-4 1/2"7'-7 1/2"5'-4 1/2"1'-5 1/2"7'-10"RAMP WIDTH4.9%DN124.15'123.16'FECN.2NM.4118 1/4"8'-1"2'-6"2'-8 3/4"8 1/2"5'-9 1/2"RAMP WIDTH3.6%DN123.72'123.21'MKL10'-0"8"8'-4"1.6%DN123.16'123.00'1'-0"7'-10"RAMP WIDTH11N.912"MIN.3/4"7'-9 1/4"12"MIN.8 1/2"5'-9 1/2"RAMP WIDTH123.72'123.16'7.1%DNL.6MLKJ5.58%DN123.00'122.66'2'-8"6'-4"1'-0"2'-9"12"MIN.12"MIN.2'-7"3'-8"8'-6 1/2"RAMP WIDTH CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING A RAMPPLANSA5-87BUILDING#SCALE:11/4"=1'-0"RAMP A1 PLANSCALE:21/4"=1'-0"RAMP A2 PLANSCALE:31/4"=1'-0"RAMP A3 PLANSCALE:41/4"=1'-0"RAMP A4 PLANSCALE:61/4"=1'-0"RAMP A6 PLANSCALE:51/4"=1'-0"RAMP A5 PLANSCALE:71/4"=1'-0"RAMP A7 PLANA06-21-23 64 GAL.COMPOST64 GAL.COMPOST64 GAL.COMPOST64 GAL.COMPOST5.5N8%DN123.00'122.66'12"MIN.12"MIN.1'-1" 6'-8 1/2" RAMP WIDTH 4"6'-3"6'-7 3/4"5.24.4M8%DN122.66'123.40'12"MIN.12"MIN.5'-9 1/2"4"9'-3"9'-0" RAMP WIDTH 4"6'-0" MIN.LANDINGEVDC.610134.88'134.42'4.5%DN2'-1 1/2"10'-9"1'-6 1/2"1'-5 1/2"6'-10"RAMP WIDTHP.2PN.911134.42'133.42'8%DN12" MIN. 12" MIN. 5'-11 3/4"4'-9 1/2"2'-2"2'-11"2'-7 1/2"6"6'-0"RAMP WIDTH6'-0" MIN. LANDING FECEVD10C.6155.04'154.56'3.1%DN2'-1 1/2"10'-2"2'-1 1/2"1'-5 1/2"6'-10"RAMP WIDTHFEC FSHEVDC.610144.88'144.50'DOWN 3.1%DN2'-1 1/2"10'-9"1'-6 1/2"1'-5 1/2"6'-10"RAMP WIDTHFECDC.610165.13'164.64'4.5%DN2'-1 1/2"10'-2"2'-1 1/2"1'-5 1/2"6'-10"RAMP WIDTHCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING A RAMPPLANSA5-88BUILDING#SCALE:11/4"=1'-0"RAMP A8 PLANSCALE:21/4"=1'-0"RAMP A9 PLANSCALE:41/4"=1'-0"RAMP A11 PLANSCALE:31/4"=1'-0"RAMP A10 PLANSCALE:61/4"=1'-0"RAMP A13 PLANSCALE:51/4"=1'-0"RAMP A12 PLANSCALE:71/4"=1'-0"RAMP A14 PLANAAAA06-21-23 FEELECL13M8%DN 126.70'125.05'K11'-5"RAMP WIDTH7'-0"20'-7 1/2" 12" MIN. 12" MIN. 8'-7 1/2"5'-7"6'-7"1'-0"3'-0"4 1/2"4.67%DN126.70'ELEC126.00'L5K98'-4 1/2"1'-10 1/2"5'-5 1/2"RAMP WIDTH 1'-3 1/2"15'-0"3'-1 1/2"4.67%DN 126.00'126.70'L910K6'-0"RAMP WIDTH14'-3"6'-9"9" 1'-1 1/2"PARCEL6JH.34.67%DN 126.00'126.34'13'-0 1/2"7'-3"1'-1 1/2"6'-5"RAMP WIDTH1'-5 1/2"H.3H.86434.67%DN126.34'126.70'1'-10 1/2"11'-2"RAMP WIDTH1'-6 1/2"1'-5 1/2"2'-2"4'-1 1/2"7'-10 1/2"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING B RAMPPLANSA5-89BUILDING#SCALE:11/4"=1'-0"RAMP B1 PLANSCALE:31/4"=1'-0"RAMP B3 PLANSCALE:21/4"=1'-0"RAMP B2 PLANSCALE:41/4"=1'-0"RAMP B4 PLANSCALE:51/4"=1'-0"RAMP B5 PLAN06-21-23 ELEV A1ELEV A2IDFCORRIDORVENTILATIONELEVATOREQUIPMENTCORRIDORVENTILATIONSHAFTLV123.16'123.21'LVCORRIDORVENTILATIONELEV A1ELEV A2IDFCORRIDORVENTILATIONLV ELEV A1ELEV A2IDFCORRIDORVENTILATIONSTORAGE10.311M.4M.4LKH.86'-7 3/4"1'-0"10'-6 1/2"9'-3 1/2"14'-1"2'-7"10'-0"1'-6"11 1/2"8'-3"1"6'-8 1/4"1'-5"10'-0"1'-5"8'-7"5'-6"4'-1"4'-7"1'-0" 5"10.311M.4M.4LKH.86'-7 3/4"1'-0"10'-6 1/2"9'-3 1/2"14'-1"2'-7"10'-0"1'-6"11 1/2"8'-3"8'-8"8'-8"10'-0"1'-5"8'-7"5'-6"4'-1"4'-7"1'-0"5"6"2'-7"10'-0"1'-6"4'-4 3/4"4'-1 1/4"8 1/2" 1'-4 3/4" 1'-5"8'-1 1/4"1" 1'-0 3/4"5'-2"2'-8"9'-8"2"2"8'-1"3'-6"6'-5 1/2"1'-2" 1'-4 3/4"10"9'-2"1'-0"8'-6"9'-8"3'-8"2"1'-5"5'-2"2'-8"9'-8"2"2"8'-1"3'-6"6'-5 1/2"1'-0" 1'-4 3/4"10"6'-11 3/4"1'-0"3'-9 1/2"9'-8"3'-8"2"1'-5"5'-2"2'-8"9'-8"2"2"8'-1"3'-6"6'-5 1/2"10"6'-9 3/4"3'-9 1/2"9'-8"3'-8"2"1'-5"7'-7 3/4"4'-8 1/2"4'-8 1/2"2823389233899" 9"3'-4 1/4"23389233892'-4 1/4"9" 2'-2 1/4"9" 9" 3'-4 1/4" 9"3'-6"2"9" 9" 9" 9" 9"8"6"3'-6"1 1/2"1A5-911A5-911A5-911A5-911A5-911A5-9118" MIN.24" MAX.1'-0"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AELEVATORS A1 & A2PLANSA5-90HOIST BEAM - SEE STRUCTURAL FOR ADDITIONAL INFOAUTOMATIC HOISTWAY DOOR, 90 MINUTE RATEDSMOKE DOOR ON MAGNETIC HOLD-OPEN1.FOR TYPICAL ELEVATOR DETAILS AND NOTES, REFER TO2.ALL DIMENSIONS ARE TO FACE OF STUD, CMU OR CONCRETE.3.PROVIDE TWO WAY COMMUNICATION SYSTEM PER CBC 1009.8.4.AT ACCESSIBLE MEANS OF EGRESS ELEVATORS, DIRECTIONAL SIGNAGE SHALL BE PROVIDEDTO DIRECT USERS TO ACCESSIBLE MEANS OF EGRESS AND WITHIN ACCESSIBLE ELEVATORLANDINGS PER CBC 1009.10.5.PROVIDED 1-1/2 HOUR RATEED HOISTWAY DOOR, TYP.6.CONFIRM HOISTWAY VENTILATION REQUIREMENTS WITH MANUFACTURER.ELEVATOR KEYNOTESELEVATOR NOTES-AD-04THE ELEVATOR HOISTWAY HAS BEEN DESIGNED TO FIT THE ELEVATOR DESCRIBED BELOW. ANYOTHER ELEVATOR WILL REQUIRE REVISIONS TO THE DRAWINGS. NOTIFY THE ARCHITECTIMMEDIATELY IF A SUBSTITUTION IS PROPOSED.ELEVATOR DESIGN CRITERIA123MODELCAPACITY / SPEED STOPSPIT DEPTHCAR SIZE, INTERIORCAR CEILING FINISHCAR WALL FINISHCAR FLOOR FINISHOTIS GEN 3 EDGE3,500 LBS / 350 FPM 7X'-X"5'-6"4'-0" x 7'-0"6'-5 9/16" x 5'-5 9/16"AS SELECTED BY OWNERAS SELECTED BY OWNERYES - 24"x84" STRECHERCAR CEILING7'-9" POWERELEVATOR A1SEISMIC ZONE(13'-10" CLEAROVERHEAD TOSAFETY BEAM + 12"SAFETY BEAM + 43/4" CLEAR ABOVEBEAM + 2 LAYERS5/8" GYP BD )ELEVATOR A2ELEVATOR B175OPENINGLEFT SIDELEFT SIDELEFT SIDEFRONT ONLYFRONT ONLYFRONT ONLYMIN. HOISTWAYSIZEPROVIDED SHAFTSIZE2,500 LBS / 350 FPM 3,500 LBS / 200 FPMOTIS GEN 3 EDGEOTIS GEN 3 EDGEX'-X"(13'-10" CLEAROVERHEAD TOSAFETY BEAM + 12"SAFETY BEAM + 43/4" CLEAR ABOVEBEAM + 2 LAYERS5/8" GYP BD )90-MIN RATED5'-6"4'-0" x 7'-0"90-MIN RATED5'-0"4'-0" x 7'-0"90-MIN RATED6'-5 9/16" x 4'-3 9/16"7'-9" 7'-9" AS SELECTED BY OWNERAS SELECTED BY OWNERAS SELECTED BY OWNERNOAS SELECTED BY OWNERAS SELECTED BY OWNERAS SELECTED BY OWNERYES - 24"x84" STRECHERX'-X"(13'-7" CLEAROVERHEAD TOSAFETY BEAM + 12"SAFETY BEAM + 43/4" CLEAR ABOVEBEAM + 2 LAYERS5/8" GYP BD )CLEARANCE TOUNDERSIDE OFROOF FRAMINGSEE STRUCTURALSEE STRUCTURALSEE STRUCTURAL8'-8" x 6'-11"8'-8" x 5'-9"8'-8" x 6'-11"6'-5 9/16" x 5'-5 9/16"4NOT USED58 x 6 x 5/8" HSS STEEL TUBE DIVIDER BEAM6EMERGENCY EVACUATION SIGN7METAL SERVICE LADDER 24" x 84" GURNEY SPACE W/5" RADIUS CORNERS830" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACELEGENDENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.EXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURALCAB & HOISTWAYDOORMEDICALEMERGENCYAS SELECTED BY OWNERELEVATOR B25RIGHT SIDEFRONT ONLY2,500 LBS / 200 FPMOTIS GEN 3 EDGE5'-0"4'-0" x 7'-0"90-MIN RATED7'-9" AS SELECTED BY OWNERAS SELECTED BY OWNERAS SELECTED BY OWNERNOX'-X"(13'-7" CLEAROVERHEAD TOSAFETY BEAM + 12"SAFETY BEAM + 43/4" CLEAR ABOVEBEAM + 2 LAYERS5/8" GYP BD )SEE STRUCTURAL6'-5 9/16" x 4'-3 9/16"8'-8" x 5'-9"TWO-WAY COMMUNICATION SYSTEM COMPLYING WITH CBC SECTIONS 1009.8.1 AND 1009.8.2 SHALLBE PROVIDED92X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X4FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X6FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)15AD-0419AD-0413AD-04SAFETY CHAIN LINK FENCE AT PIT AND 6 FT ABOVE 1ST FLOOR10SCALE:11/4"=1'-0"ELEVATORS A1 AND A2 - LEVEL 1SCALE:21/4"=1'-0"ELEVATORS A1 AND A2 - LEVEL 2SCALE:41/4"=1'-0"ELEVATORS A1 AND A2 - LEVEL 6SCALE:31/4"=1'-0"ELEVATORS A1 AND A2 - LEVELS 3, 4, & 5SCALE:51/4"=1'-0"ELEVATORS A1 AND A2 - LEVEL 7SCALE:61/4"=1'-0"ELEVATORS A1 AND A2 - ROOFAAAAAAA06-21-23 11'-2 1/2"10'-1"8'-11 1/2"9'-1"9'-1"9'-1"1ST FL T.O. SLAB AT LEASINGT.O.PL3RD FL (PODIUM LEVEL) T.O. SLAB4TH FL SUBFLOOR5TH FL SUBFLOOR6TH FL SUBFLOORT.O.PLT.O.PLT.O.PL2ND FL T.O. SLAB123.21' FF134.42' FF144.50' FF9'-1"7TH FL SUBFLOORT.O.PLHDR7'-0"HDR7'-0"HDR7'-0"HDR7'-0"HDR7'-0"HDR7'-0"HDR7'-0"117.71' FFT.O.PIT5'-6"T.O.ROOF SHTG.T.O.PL5'-5"T.O. PLT.O. ROOF SHTG.12349AD-213AD-2117AD-2113AD-211AD-219AD-21CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AELEVATORS A1 & A2SECTIONSA5-91HOIST BEAM - SEE STRUCTURAL FOR ADDITIONAL INFOAUTOMATIC HOISTWAY DOOR, 90 MINUTE RATEDSMOKE DOOR ON MAGNETIC HOLD-OPEN1.FOR TYPICAL ELEVATOR DETAILS AND NOTES, REFER TO2.ALL DIMENSIONS ARE TO FACE OF STUD, CMU OR CONCRETE.3.PROVIDE TWO WAY COMMUNICATION SYSTEM PER CBC 1009.8.4.AT ACCESSIBLE MEANS OF EGRESS ELEVATORS, DIRECTIONAL SIGNAGE SHALL BE PROVIDEDTO DIRECT USERS TO ACCESSIBLE MEANS OF EGRESS AND WITHIN ACCESSIBLE ELEVATORLANDINGS PER CBC 1009.10.5.PROVIDED 1-1/2 HOUR RATEED HOISTWAY DOOR, TYP.6.CONFIRM HOISTWAY VENTILATION REQUIREMENTS WITH MANUFACTURER.ELEVATOR KEYNOTESELEVATOR NOTES-AD-04THE ELEVATOR HOISTWAY HAS BEEN DESIGNED TO FIT THE ELEVATOR DESCRIBED BELOW. ANYOTHER ELEVATOR WILL REQUIRE REVISIONS TO THE DRAWINGS. NOTIFY THE ARCHITECTIMMEDIATELY IF A SUBSTITUTION IS PROPOSED.ELEVATOR DESIGN CRITERIA123MODELCAPACITY / SPEED STOPSPIT DEPTHCAR SIZE, INTERIORCAR CEILING FINISHCAR WALL FINISHCAR FLOOR FINISHOTIS GEN 3 EDGE3,500 LBS / 350 FPM 7X'-X"5'-6"4'-0" x 7'-0"6'-5 9/16" x 5'-5 9/16"AS SELECTED BY OWNERAS SELECTED BY OWNERYES - 24"x84" STRECHERCAR CEILING7'-9" POWERELEVATOR A1SEISMIC ZONE(13'-10" CLEAROVERHEAD TOSAFETY BEAM + 12"SAFETY BEAM + 43/4" CLEAR ABOVEBEAM + 2 LAYERS5/8" GYP BD )ELEVATOR A2ELEVATOR B175OPENINGLEFT SIDELEFT SIDELEFT SIDEFRONT ONLYFRONT ONLYFRONT ONLYMIN. HOISTWAYSIZEPROVIDED SHAFTSIZE2,500 LBS / 350 FPM 3,500 LBS / 200 FPMOTIS GEN 3 EDGEOTIS GEN 3 EDGEX'-X"(13'-10" CLEAROVERHEAD TOSAFETY BEAM + 12"SAFETY BEAM + 43/4" CLEAR ABOVEBEAM + 2 LAYERS5/8" GYP BD )90-MIN RATED5'-6"4'-0" x 7'-0"90-MIN RATED5'-0"4'-0" x 7'-0"90-MIN RATED6'-5 9/16" x 4'-3 9/16"7'-9" 7'-9" AS SELECTED BY OWNERAS SELECTED BY OWNERAS SELECTED BY OWNERNOAS SELECTED BY OWNERAS SELECTED BY OWNERAS SELECTED BY OWNERYES - 24"x84" STRECHERX'-X"(13'-7" CLEAROVERHEAD TOSAFETY BEAM + 12"SAFETY BEAM + 43/4" CLEAR ABOVEBEAM + 2 LAYERS5/8" GYP BD )CLEARANCE TOUNDERSIDE OFROOF FRAMINGSEE STRUCTURALSEE STRUCTURALSEE STRUCTURAL8'-8" x 6'-11"8'-8" x 5'-9"8'-8" x 6'-11"6'-5 9/16" x 5'-5 9/16"4NOT USED58 x 6 x 5/8" HSS STEEL TUBE DIVIDER BEAM6EMERGENCY EVACUATION SIGN7METAL SERVICE LADDER 24" x 84" GURNEY SPACE W/5" RADIUS CORNERS830" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACELEGENDENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.EXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURALCAB & HOISTWAYDOORMEDICALEMERGENCYAS SELECTED BY OWNERELEVATOR B25RIGHT SIDEFRONT ONLY2,500 LBS / 200 FPMOTIS GEN 3 EDGE5'-0"4'-0" x 7'-0"90-MIN RATED7'-9" AS SELECTED BY OWNERAS SELECTED BY OWNERAS SELECTED BY OWNERNOX'-X"(13'-7" CLEAROVERHEAD TOSAFETY BEAM + 12"SAFETY BEAM + 43/4" CLEAR ABOVEBEAM + 2 LAYERS5/8" GYP BD )SEE STRUCTURAL6'-5 9/16" x 4'-3 9/16"8'-8" x 5'-9"TWO-WAY COMMUNICATION SYSTEM COMPLYING WITH CBC SECTIONS 1009.8.1 AND 1009.8.2 SHALLBE PROVIDED92X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X4FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X6FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)15AD-0419AD-0413AD-04SAFETY CHAIN LINK FENCE AT PIT AND 6 FT ABOVE 1ST FLOOR10SCALE:11/4"=1'-0"ELEVATORS A1 AND A2 SECTIONAAA06-21-23 FECELEV. B1ELEV. B2FECELEV. B1ELEV. B22"9'-2"9"L109'-10"9'-4 1/2"2"8'-7 1/2"2"9"8'-11"5" 1'-1" 7'-3 1/2"10" 8'-1"6"9'-10"9'-4 1/2"2"10'-7 1/2"2"2"9'-2"9"L106"9'-4 1/2"2"8'-7 1/2"2"9"8'-11"5" 1'-1" 10" 8'-1"6"9'-10"9'-4 1/2"2"10'-7 1/2"2"6"9'-10"22896"2233896"1A5-931A5-931A5-931'-6"9 1/2"1'-6"7'-3 1/2" 9 1/2"66CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AELEVATORS B1 & B2PLANSA5-92HOIST BEAM - SEE STRUCTURAL FOR ADDITIONAL INFOAUTOMATIC HOISTWAY DOOR, 90 MINUTE RATEDSMOKE DOOR ON MAGNETIC HOLD-OPEN1.FOR TYPICAL ELEVATOR DETAILS AND NOTES, REFER TO2.ALL DIMENSIONS ARE TO FACE OF STUD, CMU OR CONCRETE.3.PROVIDE TWO WAY COMMUNICATION SYSTEM PER CBC 1009.8.4.AT ACCESSIBLE MEANS OF EGRESS ELEVATORS, DIRECTIONAL SIGNAGE SHALL BE PROVIDEDTO DIRECT USERS TO ACCESSIBLE MEANS OF EGRESS AND WITHIN ACCESSIBLE ELEVATORLANDINGS PER CBC 1009.10.5.PROVIDED 1-1/2 HOUR RATEED HOISTWAY DOOR, TYP.6.CONFIRM HOISTWAY VENTILATION REQUIREMENTS WITH MANUFACTURER.ELEVATOR KEYNOTESELEVATOR NOTES-AD-04THE ELEVATOR HOISTWAY HAS BEEN DESIGNED TO FIT THE ELEVATOR DESCRIBED BELOW. ANYOTHER ELEVATOR WILL REQUIRE REVISIONS TO THE DRAWINGS. NOTIFY THE ARCHITECTIMMEDIATELY IF A SUBSTITUTION IS PROPOSED.ELEVATOR DESIGN CRITERIA123MODELCAPACITY / SPEED STOPSPIT DEPTHCAR SIZE, INTERIORCAR CEILING FINISHCAR WALL FINISHCAR FLOOR FINISHOTIS GEN 3 EDGE3,500 LBS / 350 FPM 7X'-X"5'-6"4'-0" x 7'-0"6'-5 9/16" x 5'-5 9/16"AS SELECTED BY OWNERAS SELECTED BY OWNERYES - 24"x84" STRECHERCAR CEILING7'-9" POWERELEVATOR A1SEISMIC ZONE(13'-10" CLEAROVERHEAD TOSAFETY BEAM + 12"SAFETY BEAM + 43/4" CLEAR ABOVEBEAM + 2 LAYERS5/8" GYP BD )ELEVATOR A2ELEVATOR B175OPENINGLEFT SIDELEFT SIDELEFT SIDEFRONT ONLYFRONT ONLYFRONT ONLYMIN. HOISTWAYSIZEPROVIDED SHAFTSIZE2,500 LBS / 350 FPM 3,500 LBS / 200 FPMOTIS GEN 3 EDGEOTIS GEN 3 EDGEX'-X"(13'-10" CLEAROVERHEAD TOSAFETY BEAM + 12"SAFETY BEAM + 43/4" CLEAR ABOVEBEAM + 2 LAYERS5/8" GYP BD )90-MIN RATED5'-6"4'-0" x 7'-0"90-MIN RATED5'-0"4'-0" x 7'-0"90-MIN RATED6'-5 9/16" x 4'-3 9/16"7'-9" 7'-9" AS SELECTED BY OWNERAS SELECTED BY OWNERAS SELECTED BY OWNERNOAS SELECTED BY OWNERAS SELECTED BY OWNERAS SELECTED BY OWNERYES - 24"x84" STRECHERX'-X"(13'-7" CLEAROVERHEAD TOSAFETY BEAM + 12"SAFETY BEAM + 43/4" CLEAR ABOVEBEAM + 2 LAYERS5/8" GYP BD )CLEARANCE TOUNDERSIDE OFROOF FRAMINGSEE STRUCTURALSEE STRUCTURALSEE STRUCTURAL8'-8" x 6'-11"8'-8" x 5'-9"8'-8" x 6'-11"6'-5 9/16" x 5'-5 9/16"4NOT USED58 x 6 x 5/8" HSS STEEL TUBE DIVIDER BEAM6EMERGENCY EVACUATION SIGN7METAL SERVICE LADDER 24" x 84" GURNEY SPACE W/5" RADIUS CORNERS830" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACELEGENDENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.EXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURALCAB & HOISTWAYDOORMEDICALEMERGENCYAS SELECTED BY OWNERELEVATOR B25RIGHT SIDEFRONT ONLY2,500 LBS / 200 FPMOTIS GEN 3 EDGE5'-0"4'-0" x 7'-0"90-MIN RATED7'-9" AS SELECTED BY OWNERAS SELECTED BY OWNERAS SELECTED BY OWNERNOX'-X"(13'-7" CLEAROVERHEAD TOSAFETY BEAM + 12"SAFETY BEAM + 43/4" CLEAR ABOVEBEAM + 2 LAYERS5/8" GYP BD )SEE STRUCTURAL6'-5 9/16" x 4'-3 9/16"8'-8" x 5'-9"TWO-WAY COMMUNICATION SYSTEM COMPLYING WITH CBC SECTIONS 1009.8.1 AND 1009.8.2 SHALLBE PROVIDED92X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X4FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X6FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)15AD-0419AD-0413AD-04SAFETY CHAIN LINK FENCE AT PIT AND 6 FT ABOVE 1ST FLOOR10SCALE:11/4"=1'-0"ELEVATORS B1 AND B2 - LEVEL 1SCALE:21/4"=1'-0"ELEVATORS B1 AND B2 - LEVELS 2, 3, 4 & 5SCALE:31/4"=1'-0"ELEVATORS B1 AND B2 - ROOFAAAAAAAA06-21-23 10'-1"9'-1"9'-1"9'-1"9'-1"1ST FL T.O. SLAB ON GRADET.O.PL3RD FL SUBFLOOR4TH FL SUBFLOOR5TH FL SUBFLOORT.O.PLT.O.PL2ND FL SUBFLOORT.O.PL.T.O.PL.HDR7'-0"HDR7'-0"HDR7'-0"HDR7'-0"HDR7'-0"T.O. PIT5'-6"T.O.ROOF SHTG.T.O.PL5'-5"T.O. ROOF SHTG.T.O. PL2109AD-219AD-21CORRIDORCORRIDORCORRIDORCORRIDORCORRIDORIDFIDFIDFIDFIDF3AD-219AD-211AD-212AD-232AD-231AD-231646'-0"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AELEVATORS B1 & B2SECTIONSA5-93HOIST BEAM - SEE STRUCTURAL FOR ADDITIONAL INFOAUTOMATIC HOISTWAY DOOR, 90 MINUTE RATEDSMOKE DOOR ON MAGNETIC HOLD-OPEN1.FOR TYPICAL ELEVATOR DETAILS AND NOTES, REFER TO2.ALL DIMENSIONS ARE TO FACE OF STUD, CMU OR CONCRETE.3.PROVIDE TWO WAY COMMUNICATION SYSTEM PER CBC 1009.8.4.AT ACCESSIBLE MEANS OF EGRESS ELEVATORS, DIRECTIONAL SIGNAGE SHALL BE PROVIDEDTO DIRECT USERS TO ACCESSIBLE MEANS OF EGRESS AND WITHIN ACCESSIBLE ELEVATORLANDINGS PER CBC 1009.10.5.PROVIDED 1-1/2 HOUR RATEED HOISTWAY DOOR, TYP.6.CONFIRM HOISTWAY VENTILATION REQUIREMENTS WITH MANUFACTURER.ELEVATOR KEYNOTESELEVATOR NOTES-AD-04THE ELEVATOR HOISTWAY HAS BEEN DESIGNED TO FIT THE ELEVATOR DESCRIBED BELOW. ANYOTHER ELEVATOR WILL REQUIRE REVISIONS TO THE DRAWINGS. NOTIFY THE ARCHITECTIMMEDIATELY IF A SUBSTITUTION IS PROPOSED.ELEVATOR DESIGN CRITERIA123MODELCAPACITY / SPEED STOPSPIT DEPTHCAR SIZE, INTERIORCAR CEILING FINISHCAR WALL FINISHCAR FLOOR FINISHOTIS GEN 3 EDGE3,500 LBS / 350 FPM 7X'-X"5'-6"4'-0" x 7'-0"6'-5 9/16" x 5'-5 9/16"AS SELECTED BY OWNERAS SELECTED BY OWNERYES - 24"x84" STRECHERCAR CEILING7'-9" POWERELEVATOR A1SEISMIC ZONE(13'-10" CLEAROVERHEAD TOSAFETY BEAM + 12"SAFETY BEAM + 43/4" CLEAR ABOVEBEAM + 2 LAYERS5/8" GYP BD )ELEVATOR A2ELEVATOR B175OPENINGLEFT SIDELEFT SIDELEFT SIDEFRONT ONLYFRONT ONLYFRONT ONLYMIN. HOISTWAYSIZEPROVIDED SHAFTSIZE2,500 LBS / 350 FPM 3,500 LBS / 200 FPMOTIS GEN 3 EDGEOTIS GEN 3 EDGEX'-X"(13'-10" CLEAROVERHEAD TOSAFETY BEAM + 12"SAFETY BEAM + 43/4" CLEAR ABOVEBEAM + 2 LAYERS5/8" GYP BD )90-MIN RATED5'-6"4'-0" x 7'-0"90-MIN RATED5'-0"4'-0" x 7'-0"90-MIN RATED6'-5 9/16" x 4'-3 9/16"7'-9" 7'-9" AS SELECTED BY OWNERAS SELECTED BY OWNERAS SELECTED BY OWNERNOAS SELECTED BY OWNERAS SELECTED BY OWNERAS SELECTED BY OWNERYES - 24"x84" STRECHERX'-X"(13'-7" CLEAROVERHEAD TOSAFETY BEAM + 12"SAFETY BEAM + 43/4" CLEAR ABOVEBEAM + 2 LAYERS5/8" GYP BD )CLEARANCE TOUNDERSIDE OFROOF FRAMINGSEE STRUCTURALSEE STRUCTURALSEE STRUCTURAL8'-8" x 6'-11"8'-8" x 5'-9"8'-8" x 6'-11"6'-5 9/16" x 5'-5 9/16"4NOT USED58 x 6 x 5/8" HSS STEEL TUBE DIVIDER BEAM6EMERGENCY EVACUATION SIGN7METAL SERVICE LADDER 24" x 84" GURNEY SPACE W/5" RADIUS CORNERS830" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACELEGENDENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.EXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURALCAB & HOISTWAYDOORMEDICALEMERGENCYAS SELECTED BY OWNERELEVATOR B25RIGHT SIDEFRONT ONLY2,500 LBS / 200 FPMOTIS GEN 3 EDGE5'-0"4'-0" x 7'-0"90-MIN RATED7'-9" AS SELECTED BY OWNERAS SELECTED BY OWNERAS SELECTED BY OWNERNOX'-X"(13'-7" CLEAROVERHEAD TOSAFETY BEAM + 12"SAFETY BEAM + 43/4" CLEAR ABOVEBEAM + 2 LAYERS5/8" GYP BD )SEE STRUCTURAL6'-5 9/16" x 4'-3 9/16"8'-8" x 5'-9"TWO-WAY COMMUNICATION SYSTEM COMPLYING WITH CBC SECTIONS 1009.8.1 AND 1009.8.2 SHALLBE PROVIDED92X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X4FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X6FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)15AD-0419AD-0413AD-04SAFETY CHAIN LINK FENCE AT PIT AND 6 FT ABOVE 1ST FLOOR10SCALE:11/4"=1'-0"ELEVATORS B1 AND B2 SECTIONAAAAAA06-21-23 128.18' FS9.74' CH126.68' F10.08' C126.68' FS9.74' CHIL GRADING22H123.40' FS24.88' CH122.66' FS25.49' CH122.40'122.66' FS25.00' CH122.51'122.66' FS24.24' CH122.66' FS25.06' CH122.66' FS25.68' CH122.66' FS25.06' CHDN2%DN4.1%4CYFRONT LOADLOOSE BINRECYCLING4CYFRONT LOADLOOSE BINWASTE2CY NARROWFRONT LOADLOOSE BINCOMPOST4CYFRONT LOADLOOSE BINRECYCLINGWASTE CADDY64 GAL.COMPOST3CY NARROWFRONT LOADCOMPACTEDWASTE3CY NARROWFRONT LOADCOMPACTEDRECYCLING64 GAL.COMPOST3CY NARROWFRONT LOADCOMPACTEDWASTE3CY NARROWFRONT LOADCOMPACTEDRECYCLINGDN8%64 GAL.COMPOST64 GAL.COMPOST122.66'123.00'122.53'18%122.66'DN8%123.40'122.66'122.66'122.66'123.00'RWRW5.25.56.24.433.445.16.1M.3ML.6LKJHG.9G.78'-3 1/4"2'-11 3/4"6'-3"1'-0"2'-9"13'-3"2'-5"3'-8"5'-1"11'-3"6'-2 1/2"26'-6 1/2"1'-1"13'-3"14'-3"2'-7"3'-0"16'-0"1'-0"20'-1 1/2"30'-6 1/4"9'-8"7"10'-9 1/2" 16'-2"1'-4"1'-1"5'-11"32'-9"28'-7"7"8"3'-8"10'-9"12'-4"12'-4"12'-4"4'-5 1/2"6'-3"1'-7 1/2"2'-5 1/2"7'-5"8'-0 3/4"4'-3 1/4"12'-4"12'-4"12'-4"4'-5 1/2"6'-3"1'-7 1/2"2'-5 1/2"7'-5"8'-0 3/4"4'-3 1/4"2"2" 2"2"14101010111113'-9 1/4"1'-0"1'-3 1/2"6'-1 1/2"4'-0 1/8"1214142241513AT SEVENTH FLOORABOVE INTAKE DOOR1A5-9520AD-23CHUTEDISCHARGER-2, 476 S.F.RETAILTRASHU, 256 S.F.R-2, 152 S.F.R-2, 154 S.F.11'-6 1/2"3'-8" 1'-0"6'-8 1/2"3 1/2"1'-4"1'-8"8'-0"1'-0"1113'-3 1/2"6'-3"6"8"6"LOADINGR-2, 1,655 S.F.8'-6 3/8" 8"1 1/2"1'-0"9'-8"6"15'-1 5/8"6"4"6"15'-2 3/4"6"8"1"12'-0"1'-4"1'-8"16'-5"6"3'-8"5'-1"31'-8 1/4"5'-1 1/2"10"7'-11 1/2"1'-0"7'-10 3/4"13'-5"12'-2"5'-0"2'-5 1/2"52'-5 1/2"20AD-23CHUTEACCESSR-2, 96 S.F.1A5-961A5-951A5-9527'-10 3/4"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING A TRASHROOM PLANSA5-94TRASH ROOM KEYNOTESTRASH ROOM NOTES1.FACE OF FINISH SHALL BE FLUSH INSIDE OF SHAFT2.ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE, U.N.O.3.TRASH TERMINATION ROOM FLOORS SHALL BE FINISHED WITH WATERPROOF DECK OR EPOXYCOATING.4.WALLS SHALL BE FINISHED WITH WASHABLE WATERPROOF SURFACE SUCH AS FRP OR HIGH-GLOSSENAMEL PAINT TO 6'-0" AFF.5.ODOR CONTROL UNIT MOUNTED ON WALL OF THE TRASH TERMINATION ROOM.6.DISINFECTING AND SANITIZING UNIT AT THE TOP OF THE CHUTE.7.VERIFY ALL ACCESSORIES FOR TRASH TERMINATION ROOM WITH OWNER AND CONFIRM POWERREQUIREMENTS WITH ELECTRICAL ENGINEER.TRASH CHUTE DOOR ACCESSIBILITY NOTES:1.MAXIMUM 5 POUNDS OPENING FORCE2.DOOR HARDWARE SHALL NOT REQUIRE GRASPING PINCHING, TWISTING OF WRIST3.DOOR HARDWARE CONTROLS SHALL BE 15"-48" ABOVE FINISH FLOOR TO THE HIGHEST OPERATINGMECHANISMTRASH CHUTE ACCESS ROOM ACOUSTICAL NOTES:4.DOORS TO THE TRASH CHUTE ROOM SHOULD HAVE ADJUSTABLE CLOSER THAT CAN BE ADJUSTED SOTHE DOOR DOES NOT SLAM.5.DOOR TO THE TRASH CHUTE SHALL EMPLOY QUIET LATCHING.6.PROVIDE SOUNDCOAT GP-1 COMPOUND OR EQUAL ON THE CHUTE. DAMPENING SHALL BE MIN 12 THETHICKNESS OF THE STEEL.7.PROVIDE VIBRATION ISOLATION OF THE CHUTE WHERE CONNECTED TO THE APARTMENT BUIDLINGEQUAL TO MASON INDUSTRIES TYPE BR HAVING 0.2 INCHES OF STATIC ISOLATION.30" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACELEGENDRUBBISH CHUTES - (3) 30" DIA, 16 GAUGE ALUMINIZED STEEL W/ DAMPING COMPOUNDON THE CHUTE EQUAL TO SOUNDCOAT GP-1 SHOULD BE INCORPORATED AS PART OFTHE BID REQUIREMENT. DAMPING SHOULD BE 1/2" THICKNESS OF STEEL. PROVIDESPRINKLERS AT TOP INTAKE AND EVERY 2ND OPENING - PROVIDE FLUSHING SPRAYHEAD AND A DISINFECTING AND SANITIZING UNITINTAKE DOOR - 15"x18" STAINLESS STEEL FRONT BACK AND SKIRT, NOISELESS SELF-CLOSING,BOTTOM-HINGED, HAND-OPERATED DOOR WITH ACCESSIBLE LEVER HANDLE, RUBBER DOOR BAFFLES.DOOR SHALL BE 1-1/2 HR RATED WITH EMBOSSED LETTERS "WASTE", "RECYCLE" OR "GREEN WASTE".CLEANING ACCESS DOOR - 1-1/2 HOUR FIRE-RATED AT 4+ STORIES, 1 HOUR AT 3 STORIES ORLESS , 15"x15" SIDE-HINGED STAINLESS STEEL BEARING A UL "B" LABEL (AT TOP FLOOR ONLY) TOSANITIZE UNIT OVER TOP OF CHUTE DOOR. VERIFY LOCATION AND COORDINATE WITH CHUTEMANUFACTURER. PROVIDE WATER SUPPLY AS REQUIRED BY CHUTE MANUFACTURER.WASTE, GREEN WASTE OR RECYCLE BINTRASH CHUTE ATTACHMENT AT FLOOR FRAMING, BY MANUFACTURER. PROVIDE VIBRATIONISOLATION OF THE TRASH CHUTE WHERE CONNECTED TO THE BUILDING EQUAL TO MASONINDUSTRIES TYPE BR HAVING 0.2 INCHES OF STATIC DEFLECTIONDISCHARGE: UL LABELED ACCORDION TYPE FIRE DAMPERFLUSHING SPRAY HEAD165 DEGREE SPRINKLERS: LOCATE AT TOP INTAKE, ALTERNATE INTAKES BELOW AND ATFIRST INTAKEFLOOR DRAIN12345678910OPENING IN SLAB OR FLOOR FRAMING FOR MECHANICAL VENTILATION - SEE MECHANICAL PLANSWALL PROTECTION: 10" HIGH X 6" WIDE CURB ALONG THE PERIMETER OF THE TRASH ROOMTRASH COMPACTOR: VERIFY SIZE WITH OWNER'S WASTE MANAGEMENT PLAN. VERIFYPOWER REQUIREMENTS WITH ELECTRICAL ENGINEER PRIOR TO PURCHASE. SLAB UNDERCOMPACTOR IS TO BE FLAT.HOSE BIB - SEE PLUMBING PLANS111213ENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.EXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURAL2-HOUR RATED SEISMIC EXPANSION JOINT1420AD-23MECHANICAL LOUVER152X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X4FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X6FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)CONCRETE CURB16ASCALE:11/4"=1'-0"BUILDING A TRASH TERMINATION ROOM - LEVEL 1SCALE:21/4"=1'-0"BUILDING A TRASH ROOM - LEVEL 2SCALE:31/4"=1'-0"BUILDING A TRASH ROOM - LEVELS 3, 4, 5, 6, & 7AAAA06-21-23 UNITCHUTE DISCHARGE ROOMCORR.STORAGECHUTEACCESS ROOMCORR.CHUTEACCESS ROOMCORR.CHUTEACCESS ROOMCORR.CHUTEACCESS ROOMCORR.CHUTEACCESS ROOMCORR.CHUTEACCESS ROOMCORR.CHUTEACCESS ROOMCLUBROOMUNITUNITUNITUNITUNITUNITUNITUNITUNITTRASH ROOMENTRYCORR.11'-9 1/8"10'-1"8'-11 1/2"9'-1"9'-1"9'-1"1ST FL T.O. SLAB AT RESTAURANTT.O.PL3RD FL (PODIUM LEVEL) T.O. SLAB4TH FL SUBFLOOR5TH FL SUBFLOOR6TH FL SUBFLOORT.O.PLT.O.PLT.O.PL2ND FL T.O. SLAB122.66' FF134.42' FF144.50' FF9'-1"7TH FL SUBFLOORT.O.PL134589119AD-211-HR ROOF/CLG3AD-211-HR FLR/CLG1-HR FIRE BARRIERPER 713.13.31AD-229AD-211-HR ROOF/CLG1AD-211-HR FLR/CLG15AD-232-HR FIRE BARRIER15AD-232-HR FIRE BARRIER1272TYP.TYP.15AD-232-HR FIRE BARRIERCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING A TRASHCHUTE SECTIONSA5-95TRASH ROOM KEYNOTESTRASH ROOM NOTES1.FACE OF FINISH SHALL BE FLUSH INSIDE OF SHAFT2.ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE, U.N.O.3.TRASH TERMINATION ROOM FLOORS SHALL BE FINISHED WITH WATERPROOF DECK OR EPOXYCOATING.4.WALLS SHALL BE FINISHED WITH WASHABLE WATERPROOF SURFACE SUCH AS FRP OR HIGH-GLOSSENAMEL PAINT TO 6'-0" AFF.5.ODOR CONTROL UNIT MOUNTED ON WALL OF THE TRASH TERMINATION ROOM.6.DISINFECTING AND SANITIZING UNIT AT THE TOP OF THE CHUTE.7.VERIFY ALL ACCESSORIES FOR TRASH TERMINATION ROOM WITH OWNER AND CONFIRM POWERREQUIREMENTS WITH ELECTRICAL ENGINEER.TRASH CHUTE DOOR ACCESSIBILITY NOTES:1.MAXIMUM 5 POUNDS OPENING FORCE2.DOOR HARDWARE SHALL NOT REQUIRE GRASPING PINCHING, TWISTING OF WRIST3.DOOR HARDWARE CONTROLS SHALL BE 15"-48" ABOVE FINISH FLOOR TO THE HIGHEST OPERATINGMECHANISMTRASH CHUTE ACCESS ROOM ACOUSTICAL NOTES:4.DOORS TO THE TRASH CHUTE ROOM SHOULD HAVE ADJUSTABLE CLOSER THAT CAN BE ADJUSTED SOTHE DOOR DOES NOT SLAM.5.DOOR TO THE TRASH CHUTE SHALL EMPLOY QUIET LATCHING.6.PROVIDE SOUNDCOAT GP-1 COMPOUND OR EQUAL ON THE CHUTE. DAMPENING SHALL BE MIN 12 THETHICKNESS OF THE STEEL.7.PROVIDE VIBRATION ISOLATION OF THE CHUTE WHERE CONNECTED TO THE APARTMENT BUIDLINGEQUAL TO MASON INDUSTRIES TYPE BR HAVING 0.2 INCHES OF STATIC ISOLATION.30" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACELEGENDRUBBISH CHUTES - (3) 30" DIA, 16 GAUGE ALUMINIZED STEEL W/ DAMPING COMPOUNDON THE CHUTE EQUAL TO SOUNDCOAT GP-1 SHOULD BE INCORPORATED AS PART OFTHE BID REQUIREMENT. DAMPING SHOULD BE 1/2" THICKNESS OF STEEL. PROVIDESPRINKLERS AT TOP INTAKE AND EVERY 2ND OPENING - PROVIDE FLUSHING SPRAYHEAD AND A DISINFECTING AND SANITIZING UNITINTAKE DOOR - 15"x18" STAINLESS STEEL FRONT BACK AND SKIRT, NOISELESS SELF-CLOSING,BOTTOM-HINGED, HAND-OPERATED DOOR WITH ACCESSIBLE LEVER HANDLE, RUBBER DOOR BAFFLES.DOOR SHALL BE 1-1/2 HR RATED WITH EMBOSSED LETTERS "WASTE", "RECYCLE" OR "GREEN WASTE".CLEANING ACCESS DOOR - 1-1/2 HOUR FIRE-RATED AT 4+ STORIES, 1 HOUR AT 3 STORIES ORLESS , 15"x15" SIDE-HINGED STAINLESS STEEL BEARING A UL "B" LABEL (AT TOP FLOOR ONLY) TOSANITIZE UNIT OVER TOP OF CHUTE DOOR. VERIFY LOCATION AND COORDINATE WITH CHUTEMANUFACTURER. PROVIDE WATER SUPPLY AS REQUIRED BY CHUTE MANUFACTURER.WASTE, GREEN WASTE OR RECYCLE BINTRASH CHUTE ATTACHMENT AT FLOOR FRAMING, BY MANUFACTURER. PROVIDE VIBRATIONISOLATION OF THE TRASH CHUTE WHERE CONNECTED TO THE BUILDING EQUAL TO MASONINDUSTRIES TYPE BR HAVING 0.2 INCHES OF STATIC DEFLECTIONDISCHARGE: UL LABELED ACCORDION TYPE FIRE DAMPERFLUSHING SPRAY HEAD165 DEGREE SPRINKLERS: LOCATE AT TOP INTAKE, ALTERNATE INTAKES BELOW AND ATFIRST INTAKEFLOOR DRAIN12345678910OPENING IN SLAB OR FLOOR FRAMING FOR MECHANICAL VENTILATION - SEE MECHANICAL PLANSWALL PROTECTION: 10" HIGH X 6" WIDE CURB ALONG THE PERIMETER OF THE TRASH ROOMTRASH COMPACTOR: VERIFY SIZE WITH OWNER'S WASTE MANAGEMENT PLAN. VERIFYPOWER REQUIREMENTS WITH ELECTRICAL ENGINEER PRIOR TO PURCHASE. SLAB UNDERCOMPACTOR IS TO BE FLAT.HOSE BIB - SEE PLUMBING PLANS111213ENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.EXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURAL2-HOUR RATED SEISMIC EXPANSION JOINT1420AD-23MECHANICAL LOUVER152X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X4FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X6FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)CONCRETE CURB16ASCALE:11/4"=1'-0"BUILDING A TRASH ROOM SECTION06-21-23 122.66'123.50'122.66'+/-125.54'138.92'149.00'149.00'138.92'159.06'159.06'3.445.1RETAIL TRASH ROOMLOADING AREA8'-0"9'-0"149.00' FF159.06' FF5AD-52.2BUILDING A TRASHCHUTE SECTIONSA5-96CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ATRASH ROOM KEYNOTESTRASH ROOM NOTES1.FACE OF FINISH SHALL BE FLUSH INSIDE OF SHAFT2.ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE, U.N.O.3.TRASH TERMINATION ROOM FLOORS SHALL BE FINISHED WITH WATERPROOF DECK OR EPOXYCOATING.4.WALLS SHALL BE FINISHED WITH WASHABLE WATERPROOF SURFACE SUCH AS FRP OR HIGH-GLOSSENAMEL PAINT TO 6'-0" AFF.5.ODOR CONTROL UNIT MOUNTED ON WALL OF THE TRASH TERMINATION ROOM.6.DISINFECTING AND SANITIZING UNIT AT THE TOP OF THE CHUTE.7.VERIFY ALL ACCESSORIES FOR TRASH TERMINATION ROOM WITH OWNER AND CONFIRM POWERREQUIREMENTS WITH ELECTRICAL ENGINEER.TRASH CHUTE DOOR ACCESSIBILITY NOTES:1.MAXIMUM 5 POUNDS OPENING FORCE2.DOOR HARDWARE SHALL NOT REQUIRE GRASPING PINCHING, TWISTING OF WRIST3.DOOR HARDWARE CONTROLS SHALL BE 15"-48" ABOVE FINISH FLOOR TO THE HIGHEST OPERATINGMECHANISMTRASH CHUTE ACCESS ROOM ACOUSTICAL NOTES:4.DOORS TO THE TRASH CHUTE ROOM SHOULD HAVE ADJUSTABLE CLOSER THAT CAN BE ADJUSTED SOTHE DOOR DOES NOT SLAM.5.DOOR TO THE TRASH CHUTE SHALL EMPLOY QUIET LATCHING.6.PROVIDE SOUNDCOAT GP-1 COMPOUND OR EQUAL ON THE CHUTE. DAMPENING SHALL BE MIN 12 THETHICKNESS OF THE STEEL.7.PROVIDE VIBRATION ISOLATION OF THE CHUTE WHERE CONNECTED TO THE APARTMENT BUIDLINGEQUAL TO MASON INDUSTRIES TYPE BR HAVING 0.2 INCHES OF STATIC ISOLATION.30" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACELEGENDRUBBISH CHUTES - (3) 30" DIA, 16 GAUGE ALUMINIZED STEEL W/ DAMPING COMPOUNDON THE CHUTE EQUAL TO SOUNDCOAT GP-1 SHOULD BE INCORPORATED AS PART OFTHE BID REQUIREMENT. DAMPING SHOULD BE 1/2" THICKNESS OF STEEL. PROVIDESPRINKLERS AT TOP INTAKE AND EVERY 2ND OPENING - PROVIDE FLUSHING SPRAYHEAD AND A DISINFECTING AND SANITIZING UNITINTAKE DOOR - 15"x18" STAINLESS STEEL FRONT BACK AND SKIRT, NOISELESS SELF-CLOSING,BOTTOM-HINGED, HAND-OPERATED DOOR WITH ACCESSIBLE LEVER HANDLE, RUBBER DOOR BAFFLES.DOOR SHALL BE 1-1/2 HR RATED WITH EMBOSSED LETTERS "WASTE", "RECYCLE" OR "GREEN WASTE".CLEANING ACCESS DOOR - 1-1/2 HOUR FIRE-RATED AT 4+ STORIES, 1 HOUR AT 3 STORIES ORLESS , 15"x15" SIDE-HINGED STAINLESS STEEL BEARING A UL "B" LABEL (AT TOP FLOOR ONLY) TOSANITIZE UNIT OVER TOP OF CHUTE DOOR. VERIFY LOCATION AND COORDINATE WITH CHUTEMANUFACTURER. PROVIDE WATER SUPPLY AS REQUIRED BY CHUTE MANUFACTURER.WASTE, GREEN WASTE OR RECYCLE BINTRASH CHUTE ATTACHMENT AT FLOOR FRAMING, BY MANUFACTURER. PROVIDE VIBRATIONISOLATION OF THE TRASH CHUTE WHERE CONNECTED TO THE BUILDING EQUAL TO MASONINDUSTRIES TYPE BR HAVING 0.2 INCHES OF STATIC DEFLECTIONDISCHARGE: UL LABELED ACCORDION TYPE FIRE DAMPERFLUSHING SPRAY HEAD165 DEGREE SPRINKLERS: LOCATE AT TOP INTAKE, ALTERNATE INTAKES BELOW AND ATFIRST INTAKEFLOOR DRAIN12345678910OPENING IN SLAB OR FLOOR FRAMING FOR MECHANICAL VENTILATION - SEE MECHANICAL PLANSWALL PROTECTION: 10" HIGH X 6" WIDE CURB ALONG THE PERIMETER OF THE TRASH ROOMTRASH COMPACTOR: VERIFY SIZE WITH OWNER'S WASTE MANAGEMENT PLAN. VERIFYPOWER REQUIREMENTS WITH ELECTRICAL ENGINEER PRIOR TO PURCHASE. SLAB UNDERCOMPACTOR IS TO BE FLAT.HOSE BIB - SEE PLUMBING PLANS111213ENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.EXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURAL2-HOUR RATED SEISMIC EXPANSION JOINT1420AD-23MECHANICAL LOUVER152X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X4FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X6FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)CONCRETE CURB16ASCALE:11/4"=1'-0"BUILDING A TRASH ROOM SECTION06-21-23 RW128.76'130.30' FS11.09' CH130.30'126.70'126.70'126.70'126.62'126.62'126.70'.09' CH11.09' CHGRW G137.89'140.85'137.89'EVRW G147.97'50.93' FS.08' CH50.93' FS.08' CH147.97'RW GRWG158.05'1.01' FS1.01' FS158.05'FEC 1A5-971A5-971A5-971A5-971A5-971A5-981A5-981A5-981A5-981A5-9821201715KJ30'-0"31'-6"13'-0"2'-0"11'-0"10'-2"7'-2"13'-1"1'-1"24'-7"5'-0"5"11'-0"22'-10"8'-8"22'-1"7'-11"9"1'-0"16'-0"2'-3"9"7'-11"22'-1"31'-6"11'-0"2'-0"H.99" 9" 8'-9"9'-6"1'-0" 3'-5"6'-1"6'-1"3'-5"KJ1'-0"16'-0"3'-0"7'-11"4'-8"19'-0"1'-0"155'-4"5"9"4'-0"1'-10 5/8" 1'-8 1/2" 1'-10 7/8" 1'-10 5/8" 1'-6"2'-1 3/8"4'-0"KJ1'-0"16'-0"3'-0"7'-11"4'-8"19'-0"1'-0"155'-4"5"9"1'-10 5/8" 1'-8 1/2" 1'-10 7/8" 1'-10 5/8" 1'-6"2'-1 3/8"KJ1'-0"16'-0"3'-0"4'-8"4'-8"19'-0"1'-0"5'-4"1'-2"8'-8"1'-10 5/8" 1'-8 1/2" 1'-10 7/8" 1'-10 5/8" 1'-6"2'-1 3/8"KJ1'-0"16'-0"3'-0"7'-11"4'-8"19'-0"1'-0"155'-4"5"9"4'-0"1'-10 5/8" 1'-8 1/2" 1'-10 7/8" 1'-10 5/8" 1'-6"2'-1 3/8"4'-0"4'-8"6'-10"4'-0"1'-10 5/8" 1'-8 1/2" 1'-10 7/8" 1'-10 5/8" 1'-6"2'-1 3/8"4'-0" 4'-0"1'-10 5/8" 1'-8 1/2" 1'-10 7/8" 1'-10 5/8" 1'-6"2'-1 3/8"4'-0"20AD-2320AD-2320AD-2320AD-23125101012125125125R-2, 127 S.F.R-2, 127 S.F.R-2, 127 S.F.R-2, 127 S.F.R-2, 353 S.F.TRASH PICK-UP/LOADING AREAP106A5-97R-2, 757 S.F.CHUTEDISCHARGEP105A5-97R-2, 127 S.F.CHUTEACCESS ROOMP104A5-9710SCALE:11/4"=1'-0"BUILDING B TRASH TERMINATION ROOM - LEVEL 1CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING B TRASHROOM PLANSA5-97TRASH ROOM KEYNOTESTRASH ROOM NOTES1.FACE OF FINISH SHALL BE FLUSH INSIDE OF SHAFT2.ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE, U.N.O.3.TRASH TERMINATION ROOM FLOORS SHALL BE FINISHED WITH WATERPROOF DECK OR EPOXYCOATING.4.WALLS SHALL BE FINISHED WITH WASHABLE WATERPROOF SURFACE SUCH AS FRP OR HIGH-GLOSSENAMEL PAINT TO 6'-0" AFF.5.ODOR CONTROL UNIT MOUNTED ON WALL OF THE TRASH TERMINATION ROOM.6.DISINFECTING AND SANITIZING UNIT AT THE TOP OF THE CHUTE.7.VERIFY ALL ACCESSORIES FOR TRASH TERMINATION ROOM WITH OWNER AND CONFIRM POWERREQUIREMENTS WITH ELECTRICAL ENGINEER.TRASH CHUTE DOOR ACCESSIBILITY NOTES:1.MAXIMUM 5 POUNDS OPENING FORCE2.DOOR HARDWARE SHALL NOT REQUIRE GRASPING PINCHING, TWISTING OF WRIST3.DOOR HARDWARE CONTROLS SHALL BE 15"-48" ABOVE FINISH FLOOR TO THE HIGHEST OPERATINGMECHANISMTRASH CHUTE ACCESS ROOM ACOUSTICAL NOTES:4.DOORS TO THE TRASH CHUTE ROOM SHOULD HAVE ADJUSTABLE CLOSER THAT CAN BE ADJUSTED SOTHE DOOR DOES NOT SLAM.5.DOOR TO THE TRASH CHUTE SHALL EMPLOY QUIET LATCHING.6.PROVIDE SOUNDCOAT GP-1 COMPOUND OR EQUAL ON THE CHUTE. DAMPENING SHALL BE MIN 12 THETHICKNESS OF THE STEEL.7.PROVIDE VIBRATION ISOLATION OF THE CHUTE WHERE CONNECTED TO THE APARTMENT BUIDLINGEQUAL TO MASON INDUSTRIES TYPE BR HAVING 0.2 INCHES OF STATIC ISOLATION.30" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACELEGENDRUBBISH CHUTES - (3) 30" DIA, 16 GAUGE ALUMINIZED STEEL W/ DAMPING COMPOUNDON THE CHUTE EQUAL TO SOUNDCOAT GP-1 SHOULD BE INCORPORATED AS PART OFTHE BID REQUIREMENT. DAMPING SHOULD BE 1/2" THICKNESS OF STEEL. PROVIDESPRINKLERS AT TOP INTAKE AND EVERY 2ND OPENING - PROVIDE FLUSHING SPRAYHEAD AND A DISINFECTING AND SANITIZING UNITINTAKE DOOR - 15"x18" STAINLESS STEEL FRONT BACK AND SKIRT, NOISELESS SELF-CLOSING,BOTTOM-HINGED, HAND-OPERATED DOOR WITH ACCESSIBLE LEVER HANDLE, RUBBER DOOR BAFFLES.DOOR SHALL BE 1-1/2 HR RATED WITH EMBOSSED LETTERS "WASTE", "RECYCLE" OR "GREEN WASTE".CLEANING ACCESS DOOR - 1-1/2 HOUR FIRE-RATED AT 4+ STORIES, 1 HOUR AT 3 STORIES ORLESS , 15"x15" SIDE-HINGED STAINLESS STEEL BEARING A UL "B" LABEL (AT TOP FLOOR ONLY) TOSANITIZE UNIT OVER TOP OF CHUTE DOOR. VERIFY LOCATION AND COORDINATE WITH CHUTEMANUFACTURER. PROVIDE WATER SUPPLY AS REQUIRED BY CHUTE MANUFACTURER.WASTE, GREEN WASTE OR RECYCLE BINTRASH CHUTE ATTACHMENT AT FLOOR FRAMING, BY MANUFACTURER. PROVIDE VIBRATIONISOLATION OF THE TRASH CHUTE WHERE CONNECTED TO THE BUILDING EQUAL TO MASONINDUSTRIES TYPE BR HAVING 0.2 INCHES OF STATIC DEFLECTIONDISCHARGE: UL LABELED ACCORDION TYPE FIRE DAMPERFLUSHING SPRAY HEAD165 DEGREE SPRINKLERS: LOCATE AT TOP INTAKE, ALTERNATE INTAKES BELOW AND ATFIRST INTAKEFLOOR DRAIN12345678910OPENING IN SLAB OR FLOOR FRAMING FOR MECHANICAL VENTILATION - SEE MECHANICAL PLANSWALL PROTECTION: 10" HIGH X 6" WIDE CURB ALONG THE PERIMETER OF THE TRASH ROOMTRASH COMPACTOR: VERIFY SIZE WITH OWNER'S WASTE MANAGEMENT PLAN. VERIFYPOWER REQUIREMENTS WITH ELECTRICAL ENGINEER PRIOR TO PURCHASE. SLAB UNDERCOMPACTOR IS TO BE FLAT.HOSE BIB - SEE PLUMBING PLANS111213ENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.EXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURAL2-HOUR RATED SEISMIC EXPANSION JOINT1420AD-23MECHANICAL LOUVER152X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X4FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X6FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)CONCRETE CURB16ASCALE:21/4"=1'-0"BUILDING B TRASH ROOM - LEVEL 2SCALE:31/4"=1'-0"BUILDING B TRASH ROOM - LEVEL 3SCALE:51/4"=1'-0"BUILDING B TRASH ROOM - LEVEL 5SCALE:41/4"=1'-0"BUILDING B TRASH ROOM - LEVEL 4A06-21-23 127.30'126.70'126.70'126.95'140.85'137.89'150.93'147.97'161.01'158.05'168.13'APPROX. 24'-4" CLEAR HEIGHT 12341258999152.47' FF162.55' FFCHUTEACCESS ROOMCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABUILDING B TRASHCHUTE SECTIONSA5-98TRASH ROOM KEYNOTESTRASH ROOM NOTES1.FACE OF FINISH SHALL BE FLUSH INSIDE OF SHAFT2.ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE, U.N.O.3.TRASH TERMINATION ROOM FLOORS SHALL BE FINISHED WITH WATERPROOF DECK OR EPOXYCOATING.4.WALLS SHALL BE FINISHED WITH WASHABLE WATERPROOF SURFACE SUCH AS FRP OR HIGH-GLOSSENAMEL PAINT TO 6'-0" AFF.5.ODOR CONTROL UNIT MOUNTED ON WALL OF THE TRASH TERMINATION ROOM.6.DISINFECTING AND SANITIZING UNIT AT THE TOP OF THE CHUTE.7.VERIFY ALL ACCESSORIES FOR TRASH TERMINATION ROOM WITH OWNER AND CONFIRM POWERREQUIREMENTS WITH ELECTRICAL ENGINEER.TRASH CHUTE DOOR ACCESSIBILITY NOTES:1.MAXIMUM 5 POUNDS OPENING FORCE2.DOOR HARDWARE SHALL NOT REQUIRE GRASPING PINCHING, TWISTING OF WRIST3.DOOR HARDWARE CONTROLS SHALL BE 15"-48" ABOVE FINISH FLOOR TO THE HIGHEST OPERATINGMECHANISMTRASH CHUTE ACCESS ROOM ACOUSTICAL NOTES:4.DOORS TO THE TRASH CHUTE ROOM SHOULD HAVE ADJUSTABLE CLOSER THAT CAN BE ADJUSTED SOTHE DOOR DOES NOT SLAM.5.DOOR TO THE TRASH CHUTE SHALL EMPLOY QUIET LATCHING.6.PROVIDE SOUNDCOAT GP-1 COMPOUND OR EQUAL ON THE CHUTE. DAMPENING SHALL BE MIN 12 THETHICKNESS OF THE STEEL.7.PROVIDE VIBRATION ISOLATION OF THE CHUTE WHERE CONNECTED TO THE APARTMENT BUIDLINGEQUAL TO MASON INDUSTRIES TYPE BR HAVING 0.2 INCHES OF STATIC ISOLATION.30" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACELEGENDRUBBISH CHUTES - (3) 30" DIA, 16 GAUGE ALUMINIZED STEEL W/ DAMPING COMPOUNDON THE CHUTE EQUAL TO SOUNDCOAT GP-1 SHOULD BE INCORPORATED AS PART OFTHE BID REQUIREMENT. DAMPING SHOULD BE 1/2" THICKNESS OF STEEL. PROVIDESPRINKLERS AT TOP INTAKE AND EVERY 2ND OPENING - PROVIDE FLUSHING SPRAYHEAD AND A DISINFECTING AND SANITIZING UNITINTAKE DOOR - 15"x18" STAINLESS STEEL FRONT BACK AND SKIRT, NOISELESS SELF-CLOSING,BOTTOM-HINGED, HAND-OPERATED DOOR WITH ACCESSIBLE LEVER HANDLE, RUBBER DOOR BAFFLES.DOOR SHALL BE 1-1/2 HR RATED WITH EMBOSSED LETTERS "WASTE", "RECYCLE" OR "GREEN WASTE".CLEANING ACCESS DOOR - 1-1/2 HOUR FIRE-RATED AT 4+ STORIES, 1 HOUR AT 3 STORIES ORLESS , 15"x15" SIDE-HINGED STAINLESS STEEL BEARING A UL "B" LABEL (AT TOP FLOOR ONLY) TOSANITIZE UNIT OVER TOP OF CHUTE DOOR. VERIFY LOCATION AND COORDINATE WITH CHUTEMANUFACTURER. PROVIDE WATER SUPPLY AS REQUIRED BY CHUTE MANUFACTURER.WASTE, GREEN WASTE OR RECYCLE BINTRASH CHUTE ATTACHMENT AT FLOOR FRAMING, BY MANUFACTURER. PROVIDE VIBRATIONISOLATION OF THE TRASH CHUTE WHERE CONNECTED TO THE BUILDING EQUAL TO MASONINDUSTRIES TYPE BR HAVING 0.2 INCHES OF STATIC DEFLECTIONDISCHARGE: UL LABELED ACCORDION TYPE FIRE DAMPERFLUSHING SPRAY HEAD165 DEGREE SPRINKLERS: LOCATE AT TOP INTAKE, ALTERNATE INTAKES BELOW AND ATFIRST INTAKEFLOOR DRAIN12345678910OPENING IN SLAB OR FLOOR FRAMING FOR MECHANICAL VENTILATION - SEE MECHANICAL PLANSWALL PROTECTION: 10" HIGH X 6" WIDE CURB ALONG THE PERIMETER OF THE TRASH ROOMTRASH COMPACTOR: VERIFY SIZE WITH OWNER'S WASTE MANAGEMENT PLAN. VERIFYPOWER REQUIREMENTS WITH ELECTRICAL ENGINEER PRIOR TO PURCHASE. SLAB UNDERCOMPACTOR IS TO BE FLAT.HOSE BIB - SEE PLUMBING PLANS111213ENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.EXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURAL2-HOUR RATED SEISMIC EXPANSION JOINT1420AD-23MECHANICAL LOUVER152X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X4FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X6FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)CONCRETE CURB16ASCALE:11/4"=1'-0"BUILDING B TRASH ROOM SECTION06-21-23 CORR.CORR.CORR.CORR.PARKINGGARAGEPARKINGGARAGEPARKINGGARAGEPARKINGGARAGECHUTE DISCHARGE ROOMCORR.TYPE IIIATYPE IA10'-1"9'-1"9'-1"9'-1"9'-1"1ST FL T.O. SLAB ON GRADET.O.PL3RD FL SUBFLOOR4TH FL SUBFLOOR5TH FL SUBFLOORT.O.PLT.O.PL2ND FL T.O. SLABT.O.PL.T.O.PL.11259AD-211-HR ROOF/CLG18AD-232-HR FIREBARRIER4AD-272-HR EXT.WALL3AD-211-HRFLR/CLG718AD-232-HR FIREBARRIERCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AA5-99TRASH ROOM KEYNOTESTRASH ROOM NOTES1.FACE OF FINISH SHALL BE FLUSH INSIDE OF SHAFT2.ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE, U.N.O.3.TRASH TERMINATION ROOM FLOORS SHALL BE FINISHED WITH WATERPROOF DECK OR EPOXYCOATING.4.WALLS SHALL BE FINISHED WITH WASHABLE WATERPROOF SURFACE SUCH AS FRP OR HIGH-GLOSSENAMEL PAINT TO 6'-0" AFF.5.ODOR CONTROL UNIT MOUNTED ON WALL OF THE TRASH TERMINATION ROOM.6.DISINFECTING AND SANITIZING UNIT AT THE TOP OF THE CHUTE.7.VERIFY ALL ACCESSORIES FOR TRASH TERMINATION ROOM WITH OWNER AND CONFIRM POWERREQUIREMENTS WITH ELECTRICAL ENGINEER.TRASH CHUTE DOOR ACCESSIBILITY NOTES:1.MAXIMUM 5 POUNDS OPENING FORCE2.DOOR HARDWARE SHALL NOT REQUIRE GRASPING PINCHING, TWISTING OF WRIST3.DOOR HARDWARE CONTROLS SHALL BE 15"-48" ABOVE FINISH FLOOR TO THE HIGHEST OPERATINGMECHANISMTRASH CHUTE ACCESS ROOM ACOUSTICAL NOTES:4.DOORS TO THE TRASH CHUTE ROOM SHOULD HAVE ADJUSTABLE CLOSER THAT CAN BE ADJUSTED SOTHE DOOR DOES NOT SLAM.5.DOOR TO THE TRASH CHUTE SHALL EMPLOY QUIET LATCHING.6.PROVIDE SOUNDCOAT GP-1 COMPOUND OR EQUAL ON THE CHUTE. DAMPENING SHALL BE MIN 12 THETHICKNESS OF THE STEEL.7.PROVIDE VIBRATION ISOLATION OF THE CHUTE WHERE CONNECTED TO THE APARTMENT BUIDLINGEQUAL TO MASON INDUSTRIES TYPE BR HAVING 0.2 INCHES OF STATIC ISOLATION.30" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACELEGENDRUBBISH CHUTES - (3) 30" DIA, 16 GAUGE ALUMINIZED STEEL W/ DAMPING COMPOUNDON THE CHUTE EQUAL TO SOUNDCOAT GP-1 SHOULD BE INCORPORATED AS PART OFTHE BID REQUIREMENT. DAMPING SHOULD BE 1/2" THICKNESS OF STEEL. PROVIDESPRINKLERS AT TOP INTAKE AND EVERY 2ND OPENING - PROVIDE FLUSHING SPRAYHEAD AND A DISINFECTING AND SANITIZING UNITINTAKE DOOR - 15"x18" STAINLESS STEEL FRONT BACK AND SKIRT, NOISELESS SELF-CLOSING,BOTTOM-HINGED, HAND-OPERATED DOOR WITH ACCESSIBLE LEVER HANDLE, RUBBER DOOR BAFFLES.DOOR SHALL BE 1-1/2 HR RATED WITH EMBOSSED LETTERS "WASTE", "RECYCLE" OR "GREEN WASTE".CLEANING ACCESS DOOR - 1-1/2 HOUR FIRE-RATED AT 4+ STORIES, 1 HOUR AT 3 STORIES ORLESS , 15"x15" SIDE-HINGED STAINLESS STEEL BEARING A UL "B" LABEL (AT TOP FLOOR ONLY) TOSANITIZE UNIT OVER TOP OF CHUTE DOOR. VERIFY LOCATION AND COORDINATE WITH CHUTEMANUFACTURER. PROVIDE WATER SUPPLY AS REQUIRED BY CHUTE MANUFACTURER.WASTE, GREEN WASTE OR RECYCLE BINTRASH CHUTE ATTACHMENT AT FLOOR FRAMING, BY MANUFACTURER. PROVIDE VIBRATIONISOLATION OF THE TRASH CHUTE WHERE CONNECTED TO THE BUILDING EQUAL TO MASONINDUSTRIES TYPE BR HAVING 0.2 INCHES OF STATIC DEFLECTIONDISCHARGE: UL LABELED ACCORDION TYPE FIRE DAMPERFLUSHING SPRAY HEAD165 DEGREE SPRINKLERS: LOCATE AT TOP INTAKE, ALTERNATE INTAKES BELOW AND ATFIRST INTAKEFLOOR DRAIN12345678910OPENING IN SLAB OR FLOOR FRAMING FOR MECHANICAL VENTILATION - SEE MECHANICAL PLANSWALL PROTECTION: 10" HIGH X 6" WIDE CURB ALONG THE PERIMETER OF THE TRASH ROOMTRASH COMPACTOR: VERIFY SIZE WITH OWNER'S WASTE MANAGEMENT PLAN. VERIFYPOWER REQUIREMENTS WITH ELECTRICAL ENGINEER PRIOR TO PURCHASE. SLAB UNDERCOMPACTOR IS TO BE FLAT.HOSE BIB - SEE PLUMBING PLANS111213ENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.EXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURAL2-HOUR RATED SEISMIC EXPANSION JOINT1420AD-23MECHANICAL LOUVER152X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X4FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X6FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)CONCRETE CURB16ASCALE:11/4"=1'-0"BUILDING B TRASH ROOM SECTIONBUILDING B TRASHCHUTE SECTIONS06-21-23 BD8" MAX.2'-10"3'-0"12"MIN.24"MIN.17"-18"24"CLEAR MIN40"AC3'-6"GRABBAR,TYP.7"-9"FFCL 3.53.32.54.14.14.23.73.62.41.43.53.32.54.12.44.13.12'-10" MAX.1'-0" MIN.33"-36" TO TOP OF GRAB BAR 24"MIN.4'-6" MIN.3'-6"GRABBAR,TYP.FFCL 40"BDA8" MAX.2'-10"3'-0"12"MIN.24"MIN.17"-18"62" MIN.2'-0"CLEAR MINC3.53.32.53.84.12.43.14.13.73.62.41.44.14.22'-10" MAX. 5'-0"1'-0"7"-9"1'-0" MIN.33"-36" TO TOP OF GRAB BAR 24"MIN.4'-6" MIN.2'-10"3'-0"12"MIN.24"MIN.17"-18"62" MIN.2'-0"CLEAR MIN40"3'-6"GRABBAR,TYP.FFCL BCAD2.43.14.13.84.13.73.62.41.42.63.53.22.53.84.14.14.23.53.22.52'-10" MAX. 5'-0"1'-0"1'-0" MIN.33"-36" TO TOP OF GRAB BAR24"MIN.4'-6" MIN.7"-9"A2'-8 7/8" 3'-2 7/8" 9'-6" 2'-10"2.3COMMON AREAINTERIOR ELEVATIONSA6-01CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ASCALE:21/4"=1'-0"WOMEN'S RESTROOM AT FITNESSSCALE:31/4"=1'-0"MEN'S RESTROOM AT FITNESSSCALE:11/4"=1'-0"LEASING OFFICE RESTROOM6.4.3.2.1.INSULATE HOT WATER AND DRAIN PIPE BELOW SINK / LAVATORY.EXTEND FINISH FLOORING MATERIAL UNDER KITCHEN SINKS AND LAVATORIES /CABINETS TO WALL.FOR GENERAL ACCESSABILITY INFORMATION REFER TOINSTALL RECESSED FIXTURES AND EQUIPMENT IN RATED WALLS PER DETAILVERIFY ALL FIXTURE AND ACCESSORY DIMENSIONS, AND INSTALLATIONREQUIREMENTS PRIOR TO CABINET FABRICATION/INSTALLATION.5.PROVIDE MOISTURE RESISTANT GYP. BD. ON BATH WALLS.9.SEE INTERIOR DESIGN DRAWINGS. NOTIFY ARCHITECT IN WRITING OF ANYCONFLICTS, DISCREPANCIES, ETC.COMMON AREA KEYNOTESCOMMON AREA NOTESMANUFACTURED CABINETRY & COUNTERTOPS: ALL EXPOSED FACES TO HAVE MATCHING FINISH1.1BASE CABINETS1.2UPPER CABINETS2.12.22.3FIXTURES & APPLIANCESSINGLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FORKNEE & TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOECLEARANCE PER 10/AD-02.1. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLEBASE CABINETS, SINGLE LEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDEFINISH FLOORING BENEATH REMOVABLE BASE CABINETS24" WIDE DISHWASHER THAT FITS UNDER 34" HIGH COUNTERTOPREFRIGERATOR1.3FULL HEIGHT PANTRY CABINET2.4LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLEBASE CABINETS. PROVIDE FINISH FLOORING BELOW REMOVABLE BASECABINETS. INSULATE & PROTECT WATER & WASTE LINES. SEE DETAILS2.5WATER CLOSET: TOP OF SEAT AT 17-19" SEE DETAIL10AD-0212AD-022.6URINAL. SEE DETAIL11AD-022.7ACCESSIBLE SHOWER. SEE DETAIL16AD-02ALLAD-027.FOR CONTROLS AND OPERATION OF ALL EQUIPMENT, FIXTURES ANDAPPLIANCES REQUIREMENTS, SEE DETAIL17AD-027.FOR SPACE AND REACH REQUIREMENTS, SEE DETAIL22AD-027.FOR TOILET ROOM FIXTURE AND ACCESSORY REQUIREMENTS, SEEDETAIL14AD-0213AD-027.FOR TOILET ROOM LAYOUT REQUIREMENTS, SEE DETAIL14AD-023.1RESTROOM ACCESSORIESRECESSED PAPER TOWEL DISPENSER AND RECEPTACLE3.2RECESSED SEAT COVER AND TOILET PAPER DISPENSER3.3RECESSED SEAT COVER, TOILET PAPER DISPENSER AND NAPKIN RECEPTACLE3.4PARTITION-MOUNTED SEAT COVER, TOILET PAPER DISPENSER AND NAPKINRECEPTACLE3.5TOILET GRAB BAR3.6COUNTER-MOUNTED SOAP DISPENSER3.7MIRROR PER INTERIOR DESIGN3.8TOILET PARTITION PER INTERIOR DESIGN3.9URINAL PARTITION PER INTERIOR DESIGN13AD-029, 10AD-028AD-0212AD-0210, 14AD-0210, 14AD-0210, 14AD-0210, 14AD-021.4COUNTERTOP PER INTERIOR DESIGN. SEE DETAIL12AD-024.1MISCWALLS AND PARTITIONS WITHIN 2 FEET OF A URINAL OR WATER CLOSET SHALL HAVE A SMOOTH,HARD NON-ABSORBENT SURFACE TO A MIN HEIGHT OF 4 FEET ABOVE FINISHED FLOOR4.2RECESSED BABY CHANGING TABLE1AD-84SCALE:41/4"=1'-0"CUBBIES AND WATER STATION AT FITNESSAAAAAAA06-21-23 2'-10"3'-0"12"MIN.24"MIN.17"-18"62" MIN.2'-0"CLEAR MINKNEE SPACE,PER 12/AD-02.01'-0" MIN.3'-6"33"-36" TO TOP OF GRAB BARGRABBAR,TYP.7"-9"FFCL 40"BCAD2.43.73.62.41.44.12.53.83.43.53.33.14.14.23.84.13.53.22.540" MAX 24"MIN.4'-6" MIN.2'-10"MAX. 5'-0"1'-0" 1'-6"A1.31.22.32.21.12'-10"1'-8"3'-6" 3'-10" MAX. T.O. SHELF 1'-3"SINK RIM13"x23"=299 SI13"x23"=299 SI13"x23"=299 SI38"x23"=874 SI25"x11"=275 SI15"x21"=315 SI16"x11"=176 SI13"x23"=299 SI16"x11"=176 SI15"x21"=315 SI15"x21"=315 SI15"x21"=315 SI18"x21"=378 SI18"x21"=378 SI18"x21"=378 SI18"x21"=378 SICALCULATION OF STORAGE PROVIDED - BREAK RM.DEPTH(INCHES)SHELFWIDTH(INCHES)SHELFCOUNTAREA OF FIXEDSTORAGE11162352 SQ. IN.11251275 SQ. IN.211541260 SQ. IN.211841512 SQ. IN.231341092 SQ. IN.23381798 SQ. IN.TOTAL5,289 SQ. IN.CALC. OF STORAGE WITHIN REACH RANGEDEPTH(INCHES)SHELFWIDTH(INCHES)SHELFCOUNTAREA OF FIXEDSTORAGE21153945 SQ. IN.211831134 SQ. IN.23133819 SQ. IN.TOTAL2,898 SQ. IN.AMOUNT W/I REACH RANGE54.8 PERCENTABCD17"-19" 33"-36" TO TOP OF GRAB BARGRABBAR,TYP.FFCL 33"-36" TO TOP OF GRAB BAR GRABBAR,TYP.FFCL 48" MAX.27" MAX.16" MIN.2'-4"SEE DETAIL 16/AD-02 FOR INFORMATIONNOT SHOWN HEREWITH2'-10"3'-0"12"MIN.24"MIN.17"-18"62" MIN.2'-0"CLEAR MIN40"1'-0" MIN.3'-6"33"-36" TO TOP OF GRAB BAR GRABBAR,TYP.7"-9"FFCLBC AD3.72'-0"CLEAR MIN3.82.63.92.63.53.22.54.13.62.41.41.44.14.23.14.13.83.53.22.54.140" MAX 24"MIN.4'-6" MIN.2'-10" MAX. 5'-0"1'-0" 17" MAX.3'-6"GRABBAR,TYP.7"-9"FFCL 4.13.53.22.5A3'-0"12"MIN.24"MIN.17"-18"3.53.22.5B2.41.42'-10"2'-0"CLEAR MIN40" MAX 1'-0" MIN.33"-36" TO TOP OF GRAB BAR24"MIN.4'-6" MIN.2'-9 7/8"A2.32.227"x21"=567 SI27"x21"=567 SI13"x23"=299 SI3'-10" MAX.WITHIN REACH RANGE1'-3"CALCULATION OF STORAGE PROVIDED - CLUB RM.DEPTH(INCHES)SHELFWIDTH(INCHES)SHELFCOUNTAREA OF FIXEDSTORAGE212721134 SQ. IN.23131273 SQ. IN.TOTAL1,407 SQ. IN.CALC. OF STORAGE WITHIN REACH RANGEDEPTH(INCHES)SHELFWIDTH(INCHES)SHELFCOUNTAREA OF FIXEDSTORAGE212721134 SQ. IN.23131273 SQ. IN.TOTAL1,407 SQ. IN.AMOUNT W/I REACH RANGE100.0 PERCENTCOMMON AREAINTERIOR ELEVATIONSA6-02CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA06-21-23ADDENDUM ASCALE:21/4"=1'-0"WOMEN'S RESTROOM AT POOLSCALE:31/4"=1'-0"MEN'S RESTROOM @ POOLSCALE:41/4"=1'-0"POOL SHOWERSSCALE:11/4"=1'-0"BREAK ROOM6.4.3.2.1.INSULATE HOT WATER AND DRAIN PIPE BELOW SINK / LAVATORY.EXTEND FINISH FLOORING MATERIAL UNDER KITCHEN SINKS AND LAVATORIES /CABINETS TO WALL.FOR GENERAL ACCESSABILITY INFORMATION REFER TOINSTALL RECESSED FIXTURES AND EQUIPMENT IN RATED WALLS PER DETAILVERIFY ALL FIXTURE AND ACCESSORY DIMENSIONS, AND INSTALLATIONREQUIREMENTS PRIOR TO CABINET FABRICATION/INSTALLATION.5.PROVIDE MOISTURE RESISTANT GYP. BD. ON BATH WALLS.9.SEE INTERIOR DESIGN DRAWINGS. NOTIFY ARCHITECT IN WRITING OF ANYCONFLICTS, DISCREPANCIES, ETC.COMMON AREA KEYNOTESCOMMON AREA NOTESMANUFACTURED CABINETRY & COUNTERTOPS: ALL EXPOSED FACES TO HAVE MATCHING FINISH1.1BASE CABINETS1.2UPPER CABINETS2.12.22.3FIXTURES & APPLIANCESSINGLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FORKNEE & TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOECLEARANCE PER 10/AD-02.1. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLEBASE CABINETS, SINGLE LEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDEFINISH FLOORING BENEATH REMOVABLE BASE CABINETS24" WIDE DISHWASHER THAT FITS UNDER 34" HIGH COUNTERTOPREFRIGERATOR1.3FULL HEIGHT PANTRY CABINET2.4LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLEBASE CABINETS. PROVIDE FINISH FLOORING BELOW REMOVABLE BASECABINETS. INSULATE & PROTECT WATER & WASTE LINES. SEE DETAILS2.5WATER CLOSET: TOP OF SEAT AT 17-19" SEE DETAIL10AD-0212AD-022.6URINAL. SEE DETAIL11AD-022.7ACCESSIBLE SHOWER. SEE DETAIL16AD-02ALLAD-027.FOR CONTROLS AND OPERATION OF ALL EQUIPMENT, FIXTURES ANDAPPLIANCES REQUIREMENTS, SEE DETAIL17AD-027.FOR SPACE AND REACH REQUIREMENTS, SEE DETAIL22AD-027.FOR TOILET ROOM FIXTURE AND ACCESSORY REQUIREMENTS, SEEDETAIL14AD-0213AD-027.FOR TOILET ROOM LAYOUT REQUIREMENTS, SEE DETAIL14AD-023.1RESTROOM ACCESSORIESRECESSED PAPER TOWEL DISPENSER AND RECEPTACLE3.2RECESSED SEAT COVER AND TOILET PAPER DISPENSER3.3RECESSED SEAT COVER, TOILET PAPER DISPENSER AND NAPKIN RECEPTACLE3.4PARTITION-MOUNTED SEAT COVER, TOILET PAPER DISPENSER AND NAPKINRECEPTACLE3.5TOILET GRAB BAR3.6COUNTER-MOUNTED SOAP DISPENSER3.7MIRROR PER INTERIOR DESIGN3.8TOILET PARTITION PER INTERIOR DESIGN3.9URINAL PARTITION PER INTERIOR DESIGN13AD-029, 10AD-028AD-0212AD-0210, 14AD-0210, 14AD-0210, 14AD-0210, 14AD-021.4COUNTERTOP PER INTERIOR DESIGN. SEE DETAIL12AD-024.1MISCWALLS AND PARTITIONS WITHIN 2 FEET OF A URINAL OR WATER CLOSET SHALL HAVE A SMOOTH,HARD NON-ABSORBENT SURFACE TO A MIN HEIGHT OF 4 FEET ABOVE FINISHED FLOOR4.2RECESSED BABY CHANGING TABLE1AD-84SCALE:51/4"=1'-0"RESTROOM AT ROOF DECKSCALE:61/4"=1'-0"KITCHEN ISLAND AT CLUBROOMAAAAAAAAAA06-21-23 10" MIN 34- 44" 38-40" 44" MAX 44" MAX 60" MAXFIN FLRSMOOTHDOORBOTTOMBOTTOM OF CLOSERHIGH VIEWPORT **PUSH BUTTON *LOWVIEWPORTHARDWARET.O.DEADBOLTKICK PLATE MAY OCCUR 16 GA MAX, ANYCAVITIES CREATED SHALL BE CAPPED48" MAX 42" PREFERED 78" MIN PREFERRED TYPICAL LOCATION OF DOOR AND GATE ELEMENTS IF THEY OCCURSEE DOOR STYLES FOR SPECIFIC DOOR ELEVATION3 & 4A-5104 & 6A-520FOR ADDITIONAL INFORMATION SEE DETAILS* REQUIRED AT ACCESSIBLE/ADAPTABLE DWELLING UNITS** IF PROVIDED INSTALL TWO VIEWPORTS ONE HIGH ONELOW ATACCESSIBLE/ADAPTABLE DWELLING UNITS **NO PROJECTIONS INTOCLEAR OPENING BELOW 34"XAD-XXXAD-XXXAD-XXXAD-XXXAD-XXXAD-XXXAD-XXXAD-XX1-HR2-HRXAD-XXTEMPGLTEMPGLAENTRY DOORBINTERIOR DOORTEMPGLCFRENCH DOORDLOUVERED DOOREBY-PASS DOORFBI-FOLD DOOR10" 10" 10" 10"DWELLING UNIT DOORSCHEDULEA7-00DWELLING UNIT DOORSXXREVISIONS DOOR NO. STYLE WIDTH HEIGHT THICKNESS MATERIAL FINISH MATERIAL FINISH DOORFRAMEREMARKSASSEMBLY FIRE RATING (MINUTES)FOR DETAILS- SEE "DOOR STYLES" & "TYPICAL DOOR DETAILS"U1aU2aU3aCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA06-21-23ADDENDUM ATYPICAL DOOR OPENINGSDOOR STYLESTYPICAL DOOR ELEMENTSDOOR SCHEDULEA3'-0"7'-0"1 3/4"SCSGWOODSG20UNIT ENTRY DOORC3'-0"8'-0"1 3/4"SCSGWOODSG-PATIO DOOR, TEMPERED GLAZING W/ MINIMUM STC OF 28, DEAD BOLT, MAX. 0.45 U VALUE, MAX.0.23 SHGC VALUE, FIRE RATING 90 MINUTES WHEN OCCURS IN 2-HR EXTERIOR BEARING WALL,DOOR STOPB3'-0"6'-8"1 3/8"HCSGWOODSG-BEDROOM, PRIVACY LOCKU4aB3'-0"6'-8"1 3/8"HCSGWOODSG-BATHROOM, PRIVACY LOCKU5aB3'-0"6'-8"1 3/8"HCSGWOODSG-CLOSET, PASSAGE HARDWAREU6aD3'-0"6'-8"1 3/8"HCSGWOODSG-WASHER/DRYER CLOSET, PASSAGE HARDWAREU6bD2'-8"6'-8"1 3/8"HCSGWOODSG-WASHER/DRYER CLOSET, PASSAGE HARDWAREU7aB3'-0"6'-8"1 3/8"HCSGWOODSG-COAT CLOSET, PASSAGE HARDWAREU7bB2'-10"6'-8"1 3/8"HCSGWOODSG-COAT CLOSET, PASSAGE HARDWAREU7cB2'-8"6'-8"1 3/8"HCSGWOODSG-COAT CLOSET, PASSAGE HARDWAREU8aE9'-0"6'-8"1 3/8"HCSGWOODSG-BY-PASS, 3 PANELSU8bE8'-0"6'-8"1 3/8"HCSGWOODSG-BY-PASSU8cE7'-0"6'-8"1 3/8"HCSGWOODSG-U8dE6'-0"6'-8"1 3/8"HCSGWOODSG-U8eE5'-0"6'-8"1 3/8"HCSGWOODSG-U8fE4'-0"6'-8"1 3/8"HCSGWOODSG-BY-PASSBY-PASSBY-PASSBY-PASSU2bC3'-0"8'-0"1 3/4"SCSGWOODSG-PATIO DOOR, TEMPERED GLAZING W/ MINIMUM STC OF 28, INOPERABLE, MAX. 0.45 U VALUE,MAX. 0.23 SHGC VALUE, FIRE RATING 90 MINUTES WHEN OCCURS IN 2-HR EXTERIOR BEARINGWALL, DOOR STOPA. PUBLIC USE & COMMON USE AREA DOORS AND GATESCBC CHAP 10, 11A DIV III AND 11B DIV IVGATES SHALL COMPLY WITH THESE NOTES AS REQUIRED FOR DOORS.OPENING CLEARANCE1.ALL ENTRANCE AND EXIT DOORS SHALL HAVE A MINIMUM CLEAR OPENING OF 32 INCHES WITH THEDOOR OPEN 90 DEGREES FROM ITS CLOSED POSITION, MEASURED BETWEEN THE FACE OF THE DOORAND THE OPPOSITE STOP. (1008.1.1, 11B-404.2.3, 1126A.1.1)2.FOR ACCESSIBLE DOOR CLEARANCES REQUIREMENTS, SEEEFFORT3.MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR PUBLIC EXTERIORDOORS, 8 ½ POUNDS FOR COMMON AREA EXTERIOR DOORS, 5 POUNDS FOR INTERIOR DOORS, AND 15POUNDS FOR FIRE DOORS. (1008.1.3, 1126A.4, 11B-404.2.9)HARDWARE4.DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES THE DOORWILL TAKE AT LEAST 3 SECONDS TO MOVE TO APPOINT 3 INCHES FROM THE LATCH. (1126A.4.1,11B-404.2.8.1)THRESHOLDS5.THRESHOLD - LANDINGS SHALL NOT BE MORE THAN 1/2 INCH LOWER THAN THE TOP OF THETHRESHOLD OF THE DOORWAY. CHANGES IN HEIGHT BETWEEN ¼ AND ½ INCH SHALL BE BEVELED ATA MAXIMUM 50%. CHANGES IN LEVEL GREATER THAN ½ INCH SHALL BE RAMPED. (1008.1.7, 1126A.2.1,11B-404.2.5)B. DWELLING UNIT DOORSPRIMARY ENTRANCE DOOR INTO AND DOORS WITHIN INDIVIDUAL DWELLING UNITS6.MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8 ½ POUNDS FOR EXTERIOR DOORS, 5POUNDS FOR INTERIOR DOORS, AND 15 POUNDS FOR FIRE DOORS.7.DOORS FROM INDIVIDUAL DWELLING OR SLEEPING UNITS IN GROUP R OCCUPANCIES HAVING ANOCCUPANT LOAD OF 10 OR LESS ARE PERMITTED TO HAVE A NIGHT LATCH, DEAD BOLT OR SECURITYCHAIN PROVIDED SUCH DEVICES ARE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY ORTOOL (1008.1.9.3.4) AND ARE OPERABLE WITH A SINGLE EFFORT OF THE DOOR LEVER. (1132A.8)8.DOOR BUZZER, BELL, CHIME OR EQUIVALENT SHALL BE PROVIDED AT EVERY PRIMARY ENTRANCEDOOR. (1132A.10)9.THRESHOLD - SECONDARY EXTERIOR DOORS OF DWELLING UNITS SHALL BE NO HIGHER THAN ¾ INCHFOR SLIDING DOORS OR ½” FOR OTHER DOORS. CHANGES IN HEIGHT BETWEEN ¼ AND 3/4 INCH SHALLBE BEVELED AT A MAXIMUM 50%. (1008.1.7, 1132A.4.1)10.ENTRANCE DOORS FROM INTERIOR CORRIDORS TOGETHER WITH THEIR PERIMETER SEALS SHALLHAVE A LABORATORY STC RATING OF NOT LESS THAN 26. SUCH TESTED DOORS SHALL OPERATENORMALLY WITH COMMERCIALLY AVAILABLE SEALS UNLESS OTHERWISE REQUIRED BY ANACOUSTICAL REPORT. (1207.7) DWELLING UNIT EXTERIOR DOORS CONTAINING GLAZING SHALL HAVEAN STC RATING OF NOT LESS THAN 28 IN ACCORDANCE WITH THE ACOUSTICAL REPORT.COMMON AREA DOORS11.DOORS ON AN ACCESSIBLE ROUTE SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPEHARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDEPASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP, TIGHT PINCHING OR TWISTING OF THE WRISTTO OPERATE THE OPENING HARDWARE12.LEVER-TYPE HARDWARE SHALL BE CURVED WITH A RETURN TO WITHIN ½ INCH OF THE DOOR EXCEPTIN GROUP R AND U OCCUPANCIES WITH AN OCCUPANT LOAD OF 10 OR LESS.13.HARDWARE SHALL BE INSTALLED BETWEEN 34 MINIMUM TO 44 INCHES MAXIMUM ABOVE FINISHEDFLOOR.14.EGRESS DOORS IN PAIRS, APPROVED AUTOMATIC FLUSH BOLTS SHALL BE PERMITTED PROVIDEDTHAT THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS HAS NO DOORKNOB OR SURFACEMOUNTED HARDWARE.15.EGRESS DOORS - MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED.16.FIRE DOORS AND BOTH LEAVES OF PAIRS OF SIDE HINGED SWINGING FIRE DOORS SHALL BEPROVIDED WITH AN ACTIVE LATCH BOLT THAT WILL SECURE THE DOOR WHEN IT IS CLOSED.17.FIRE DOORS SHALL BE SELF-CLOSING OR AUTOMATIC CLOSING. AUTOMATIC-CLOSING FIRE DOORSASSEMBLIES SHALL BE SELF-CLOSING IN ACCORDANCE WITH NFPA 8018.SMOKE ACTIVATED DOORS - AUTOMATIC CLOSING DOORS SHALL CLOSE BY THE ACTUATION OF SMOKEDETECTORS IN ACCORDANCE WITH SECTION 907.3 OR BY LOSS OF POWER.19.INSTALL DOOR HARDWARE IN COMPLIANCE WITH MANUFACTURER'S INSTALLATION REQUIREMENTS.20.PROTECT ALL THRESHOLDS COMPONENTS FROM DIRECT CONTACT WITH DISSIMILAR METALS ANDCORROSIVE MATERIALS PER MANUFACTURER'S RECOMMENDATIONS.21.DOORS ON AN ACCESSIBLE ROUTE: THE BOTTOM 10 INCHES MINIMUM OF ALL DOORS AND OR GATESSHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR OR GATE TO BE OPENED BYA WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION.22.GLAZING IN DOORS SHALL COMPLY WITH SAFETY GLAZING (2406) RATINGS23.FIRE DOOR ASSEMBLIES THAT ARE SIDE HINGED OR PIVOTED SWINGING SHALL BE TESTED INACCORDANCE WITH NFPA 252 OR UL 10C.24.FIRE DOOR ASSEMBLIES WITH OTHER TYPES OF DOORS INCLUDING SWINGING ELEVATOR DOORS ANDFIRE SHUTTER ASSEMBLIES SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL10B25.FIRE DOOR ASSEMBLIES REQUIRED TO HAVE A MINIMUM FIRE PROTECTION RATING OF 20 MINUTESWHERE LOCATED IN A CORRIDOR OR SMOKE BARRIER WALLS HAVING A FIRE RESISTANCE RATING INACCORDANCE WITH TABLE 715.4 SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL 10CWITHOUT THE HOSE STREAM TEST.26.SMOKE AND DRAFT CONTROL - FIRE DOOR ASSEMBLIES REQUIRED TO HAVE A MINIMUM FIREPROTECTION RATING OF 20 MINUTES WHERE LOCATED IN A CORRIDOR OR SMOKE BARRIER WALLSSHALL MEET THE REQUIREMENTS FOR SMOKE AND DRAFT CONTROL DOOR ASSEMBLIES TESTED INACCORDANCE WITH UL 178427.GLAZING IN DOOR ASSEMBLY - IN 20 MINUTE FIRE DOOR ASSEMBLY, THE GLAZING MATERIAL IN THEDOOR ITSELF SHALL HAVE A MINIMUM FIRE-PROTECTION-RATED-GLAZING OF 20 MINUTES.28.FIRE DOOR ASSEMBLIES IN EXIT ENCLOSURES AND EXIT PASSAGE WAYS SHALL HAVE A MAXIMUMTRANSMITTED TEMPERATURE END POINT OF NOT MORE THAN 450 F DEGREES. THIS IS NOT REQUIREDWHEN BUILDING IS EQUIPPED THROUGHOUT WITH AN NFPA 13 AUTOMATIC SPRINKLER SYSTEM.29.DOOR FRAMES WITH TRANSOM LIGHTS, SIDELIGHTS OR BOTH, SHALL BE PERMITTED WHERE A ¾ HOURFIRE PROTECTION RATING OR LESS IS REQUIRED. WHERE A FIRE PROTECTION RATING EXCEEDING ¾HOUR IS REQUIRED FIRE DOOR FRAMES WITH TRANSOM LIGHTS, SIDELIGHTS OR BOTH SHALL BEINSTALLED WITH FIRE-RESISTANCE-RATED GLAZING TESTED AS AN ASSEMBLY IN ACCORDANCE WITHASTM E119 OR UL 263.30.DOORS THAT ARE PART OF A FIRE RATED WALL ASSEMBLY SHALL COMPLY WITH OPENINGPROTECTIVES.31.SMOKE CONTAINMENT DOOR AT ELEVATOR OPENING - THE FIRE RATED ELEVATOR DOOR BYELEVATOR MANUFACTURER UTILIZED IN CONJUNCTION WITH THE SMOKE CONTAINMENT DOORCOMPLYS WITH SMOKE AND DRAFT DOOR ASSEMBLY REQUIREMENTS IN CBC SECTION 716.2..2.1.1WHEN TESTED IN ACCORDANCE WITH UL 1784 WITHOUT AN ARTIFICIAL BOTTOM.LABELS32.FIRE DOOR ASSEMBLIES SHALL BE LABELED BY AN APPROVED AGENCY. THE LABELS SHALL COMPLYWITH NFPA 80 AND SHALL BE PERMANENTLY AFFIXED TO THE DOOR OR FRAME.33.FIRE DOORS SHALL BE LABELED SHOWING THE NAME OF THE MANUFACTURER, THE NAME ORTRADEMARK OF THE THIRD-PARTY INSPECTION AGENCY, THE FIRE PROTECTION RATING AND WHEREREQUIRED FOR FIRE DOORS IN EXIT ENCLOSURES AND EXIT PASSAGEWAYS THE MAXIMUMTRANSMITTED TEMPERATURE END POINT. LABELS SHALL BE APPROVED AND PERMANENTLY AFFIXEDAND FACTORY APPLIED. SMOKE AND DRAFT CONTROL DOORS COMPLYING WITH UL 1784 SHALL SHOWTHE LETTER “S” ON THE FIRE RATED LABEL.34.OVERSIZED FIRE DOORS SHALL BEAR AN OVERSIZED FIRE DOOR LABEL BY AN APPROVED AGENCY ORSHALL BE PROVIDED WITH A CERTIFICATE OF INSPECTION BY AN APPROVED TESTING AGENCY.35.FIRE DOOR FRAMES SHALL BE LABELED SHOWING THE NAME OF THE MANUFACTURER AND THETHIRD-PARTY INSPECTION AGENCY.36.GLAZING - FIRE-PROTECTION- RATED GLAZING SHALL BEAR A LABEL OR OTHER IDENTIFICATIONSHOWING THE NAME OF THE MANUFACTURER, THE TEST STANDARD AND THE FOLLOWING FOUR PARTIDENTIFICATION ISSUED BY AN APPROVED AGENCY AND PERMANENTLY AFFIXED TO THE GLAZING.THE LABEL SHALL BEAR THE FOLLOWING FOUR PART IDENTIFICATION:“D - H OR NH - T OR NT - XXX”D INDICATES THE GLAZING SHALL BE USED IN FIRE DOORS PER NFPA 252H OR NH INDICATES THE GLAZING MEETS OR DOES NOT MEET THE HOSE STREAM TESTT OR NT INDICATES THE GLAZING MEETS OR DOES NOT MEET THE TEMPERATURE REQUIREMENTSXXX INDICATES THE FIRE-PROTECTION-RATING PERIOD IN MINUTES.37.EXTERIOR DOORS SHALL BE INSTALLED BEARING MANUFACTURER'S CERTIFICATE OF COMPLIANCEWITH SPECIFIED THERMAL AND ACOUSTICAL REQUIREMENTS.WEATHERIZATION38.DOORS SHALL HAVE ALL SIX SIDES FACTORY PRIMED OR SEALED AFTER HARDWARE PREPARATION.RESEAL ALL SURFACES IMMEDIATELY AFTER INSTALLATION.39.EXTERIOR DOORS SHALL BE INSULATED AND FULLY WEATHER STRIPPED.40.REFER TO REFERENCED DETAILS OF EXTERIOR DOORS FOR INTEGRATION WITH EXTERIOR WALL ANDTHRESHOLD FLASHING SYSTEMS.41.INSULATE SHIM CAVITY AROUND EXTERIOR DOORS WITH LOW EXPANSION FOAM.42.FOR DOOR/ FRAME ASSEMBLIES IN C.M.U. VERIFY MASONRY OPENING DIMENSIONS.43.PROVIDE SEPARATION BY A TIGHT FITTING DOOR BETWEEN FOOD PREPARATION AREA(S) (INCLUDINGFOOD STORAGE ROOMS) AND TOILET ROOM(S). SECTION 302.6ALALUMINUMANANODIZEDAUTOAUTOMATIC CLOSINGECAELECTRONIC CONTROL ACCESSFFACTORYFGLFIBERGLASSFFFACTORY FINISHFXFIXEDFRFRENCH DOORGLGLASSHCHOLLOW COREHMHOLLOW METALMAMASONITEMCMINERAL COREMTLMETALN/RNON-RATEDOCGOVERHEAD COILING GRILLEOCDOVERHEAD COILING DOORPPAINTPASSPASSAGEPBPUSH BUTTONPFSFPRE-FINISHED STEEL FRAMEPHPANIC HARDWAREPRPAIRPRIVPRIVACY LOCKSSTAINSCSOLID CORESELFSELF CLOSINGSGSEMI-GLOSS PAINTSTRFSTORE FRONTTGTEMPERED GLASSTSTUBE STEELWDWOODLIVING UNIT ENTRY DOORS AND PATIO DOORS SHALL BE SOUND-RATED, PROVIDING A MINIMUMSTC RATING WHEN IN THE CLOSED POSITION IN ACCORDANCE WITH NOTE 10 ABOVE AND THEACOUSTICAL REPORT.4AD-02.0DOOR NOTESDOOR ABBREVIATIONSDOOR STC RATINGSGLAZING PERFORMANCEGLAZING LOCATIONEXTERIOR DOORSBLDG A STOREFRONTU VALUESHGC.45.23.46.22BLDG B STOREFRONT.46.22VT0.10.1U1bA3'-0"7'-0"1 3/4"SCSGWOODSG20UNIT ENTRY DOORU5bF5'-0"6'-8"1 3/8"HCSGWOODSG-CLOSET, PASSAGE HARDWAREAAAAAAA06-21-23 10" MIN34- 44"38-40"44" MAX44" MAX60" MAXFIN FLRSMOOTHDOORBOTTOMBOTTOM OF CLOSERHIGH VIEWPORT **PUSH BUTTON *LOWVIEWPORTHARDWAREDEADBOLTKICK PLATE MAY OCCUR 16 GA MAX, ANYCAVITIES CREATED SHALL BE CAPPED48" MAX42" PREFERED78" MINPREFERRED TYPICAL LOCATION OF DOOR AND GATE ELEMENTS IF THEY OCCURSEE DOOR STYLES FOR SPECIFIC DOOR ELEVATION3 & 4A-5104 & 6A-520FOR ADDITIONAL INFORMATION SEE DETAILS* REQUIRED AT ACCESSIBLE/ADAPTABLE DWELLING UNITS** IF PROVIDED INSTALL TWO VIEWPORTS ONE HIGH ONELOW ATACCESSIBLE/ADAPTABLE DWELLING UNITS **NO PROJECTIONS INTOCLEAR OPENING BELOW 34"XAD-XXXAD-XXXAD-XXXAD-XXXAD-XXXAD-XXXAD-XXXAD-XX1-HR2-HRXAD-XXTEMPGLTEMPGLAFLUSHSINGLE / PAIRBFLUSH WITH LIGHTSINGLE / PAIRTEMP GLTEMPGLCSTOREFRONTSINGLE / PAIRDOVERHEAD COILING DOOR10"DOOR FACE TO BE FLUSH W/ FINISH @ADJACENT WALLS WHEN DOORS ARE IN THEOPEN POSITION.MAGNETIC HOLD OPEN & DOOR CLOSER.VERIFY DEPTH & ARM EXTENTIONS. INSTALLSHIMS AS REQUIRED @ DOOR EDGE IS 90° TOFRAME WHEN DOOR IS HELD OPEN.PANIC BARS @ PUSH SIDE OF DOOR RECESSED& INTEGRAL WITH DOOR PROTRUDING MAX. 1/8"WHEN THE DOOR IS IN THE OPEN POSITIONLEVER HARDWARE ON HOLD OPEN SIDE OFDOOR.EFIRE / SMOKE DOORSINGLE / PAIRFGATEGLOUVERED DOORCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA06-21-23ADDENDUM ABUILDING A DOORSCHEDULEA7-10BUILDINGAA. PUBLIC USE & COMMON USE AREA DOORS AND GATESCBC CHAP 10, 11A DIV III AND 11B DIV IVGATES SHALL COMPLY WITH THESE NOTES AS REQUIRED FOR DOORS.OPENING CLEARANCE1.ALL ENTRANCE AND EXIT DOORS SHALL HAVE A MINIMUM CLEAR OPENING OF 32 INCHES WITH THEDOOR OPEN 90 DEGREES FROM ITS CLOSED POSITION, MEASURED BETWEEN THE FACE OF THE DOORAND THE OPPOSITE STOP. (1008.1.1, 11B-404.2.3, 1126A.1.1)2.FOR ACCESSIBLE DOOR CLEARANCES REQUIREMENTS, SEEEFFORT3.MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR PUBLIC EXTERIORDOORS, 8 ½ POUNDS FOR COMMON AREA EXTERIOR DOORS, 5 POUNDS FOR INTERIOR DOORS, AND 15POUNDS FOR FIRE DOORS. (1008.1.3, 1126A.4, 11B-404.2.9)HARDWARE4.DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES THE DOORWILL TAKE AT LEAST 3 SECONDS TO MOVE TO APPOINT 3 INCHES FROM THE LATCH. (1126A.4.1,11B-404.2.8.1)THRESHOLDS5.THRESHOLD - LANDINGS SHALL NOT BE MORE THAN 1/2 INCH LOWER THAN THE TOP OF THETHRESHOLD OF THE DOORWAY. CHANGES IN HEIGHT BETWEEN ¼ AND ½ INCH SHALL BE BEVELED ATA MAXIMUM 50%. CHANGES IN LEVEL GREATER THAN ½ INCH SHALL BE RAMPED. (1008.1.7, 1126A.2.1,11B-404.2.5)B. DWELLING UNIT DOORSPRIMARY ENTRANCE DOOR INTO AND DOORS WITHIN INDIVIDUAL DWELLING UNITS6.MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8 ½ POUNDS FOR EXTERIOR DOORS, 5POUNDS FOR INTERIOR DOORS, AND 15 POUNDS FOR FIRE DOORS.7.DOORS FROM INDIVIDUAL DWELLING OR SLEEPING UNITS IN GROUP R OCCUPANCIES HAVING ANOCCUPANT LOAD OF 10 OR LESS ARE PERMITTED TO HAVE A NIGHT LATCH, DEAD BOLT OR SECURITYCHAIN PROVIDED SUCH DEVICES ARE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY ORTOOL (1008.1.9.3.4) AND ARE OPERABLE WITH A SINGLE EFFORT OF THE DOOR LEVER. (1132A.8)8.DOOR BUZZER, BELL, CHIME OR EQUIVALENT SHALL BE PROVIDED AT EVERY PRIMARY ENTRANCEDOOR. (1132A.10)9.THRESHOLD - SECONDARY EXTERIOR DOORS OF DWELLING UNITS SHALL BE NO HIGHER THAN ¾ INCHFOR SLIDING DOORS OR ½” FOR OTHER DOORS. CHANGES IN HEIGHT BETWEEN ¼ AND 3/4 INCH SHALLBE BEVELED AT A MAXIMUM 50%. (1008.1.7, 1132A.4.1)10.ENTRANCE DOORS FROM INTERIOR CORRIDORS TOGETHER WITH THEIR PERIMETER SEALS SHALLHAVE A LABORATORY STC RATING OF NOT LESS THAN 26. SUCH TESTED DOORS SHALL OPERATENORMALLY WITH COMMERCIALLY AVAILABLE SEALS UNLESS OTHERWISE REQUIRED BY ANACOUSTICAL REPORT. (1207.7) DWELLING UNIT EXTERIOR DOORS CONTAINING GLAZING SHALL HAVEAN STC RATING OF NOT LESS THAN 28 IN ACCORDANCE WITH THE ACOUSTICAL REPORT.COMMON AREA DOORS11.DOORS ON AN ACCESSIBLE ROUTE SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPEHARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDEPASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP, TIGHT PINCHING OR TWISTING OF THE WRISTTO OPERATE THE OPENING HARDWARE12.LEVER-TYPE HARDWARE SHALL BE CURVED WITH A RETURN TO WITHIN ½ INCH OF THE DOOR EXCEPTIN GROUP R AND U OCCUPANCIES WITH AN OCCUPANT LOAD OF 10 OR LESS.13.HARDWARE SHALL BE INSTALLED BETWEEN 34 MINIMUM TO 44 INCHES MAXIMUM ABOVE FINISHEDFLOOR.14.EGRESS DOORS IN PAIRS, APPROVED AUTOMATIC FLUSH BOLTS SHALL BE PERMITTED PROVIDEDTHAT THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS HAS NO DOORKNOB OR SURFACEMOUNTED HARDWARE.15.EGRESS DOORS - MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED.16.FIRE DOORS AND BOTH LEAVES OF PAIRS OF SIDE HINGED SWINGING FIRE DOORS SHALL BEPROVIDED WITH AN ACTIVE LATCH BOLT THAT WILL SECURE THE DOOR WHEN IT IS CLOSED.17.FIRE DOORS SHALL BE SELF-CLOSING OR AUTOMATIC CLOSING. AUTOMATIC-CLOSING FIRE DOORSASSEMBLIES SHALL BE SELF-CLOSING IN ACCORDANCE WITH NFPA 8018.SMOKE ACTIVATED DOORS - AUTOMATIC CLOSING DOORS SHALL CLOSE BY THE ACTUATION OF SMOKEDETECTORS IN ACCORDANCE WITH SECTION 907.3 OR BY LOSS OF POWER.19.INSTALL DOOR HARDWARE IN COMPLIANCE WITH MANUFACTURER'S INSTALLATION REQUIREMENTS.20.PROTECT ALL THRESHOLDS COMPONENTS FROM DIRECT CONTACT WITH DISSIMILAR METALS ANDCORROSIVE MATERIALS PER MANUFACTURER'S RECOMMENDATIONS.21.DOORS ON AN ACCESSIBLE ROUTE: THE BOTTOM 10 INCHES MINIMUM OF ALL DOORS AND OR GATESSHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR OR GATE TO BE OPENED BYA WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION.22.GLAZING IN DOORS SHALL COMPLY WITH SAFETY GLAZING (2406) RATINGS23.FIRE DOOR ASSEMBLIES THAT ARE SIDE HINGED OR PIVOTED SWINGING SHALL BE TESTED INACCORDANCE WITH NFPA 252 OR UL 10C.24.FIRE DOOR ASSEMBLIES WITH OTHER TYPES OF DOORS INCLUDING SWINGING ELEVATOR DOORS ANDFIRE SHUTTER ASSEMBLIES SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL10B25.FIRE DOOR ASSEMBLIES REQUIRED TO HAVE A MINIMUM FIRE PROTECTION RATING OF 20 MINUTESWHERE LOCATED IN A CORRIDOR OR SMOKE BARRIER WALLS HAVING A FIRE RESISTANCE RATING INACCORDANCE WITH TABLE 715.4 SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL 10CWITHOUT THE HOSE STREAM TEST.26.SMOKE AND DRAFT CONTROL - FIRE DOOR ASSEMBLIES REQUIRED TO HAVE A MINIMUM FIREPROTECTION RATING OF 20 MINUTES WHERE LOCATED IN A CORRIDOR OR SMOKE BARRIER WALLSSHALL MEET THE REQUIREMENTS FOR SMOKE AND DRAFT CONTROL DOOR ASSEMBLIES TESTED INACCORDANCE WITH UL 178427.GLAZING IN DOOR ASSEMBLY - IN 20 MINUTE FIRE DOOR ASSEMBLY, THE GLAZING MATERIAL IN THEDOOR ITSELF SHALL HAVE A MINIMUM FIRE-PROTECTION-RATED-GLAZING OF 20 MINUTES.28.FIRE DOOR ASSEMBLIES IN EXIT ENCLOSURES AND EXIT PASSAGE WAYS SHALL HAVE A MAXIMUMTRANSMITTED TEMPERATURE END POINT OF NOT MORE THAN 450 F DEGREES. THIS IS NOT REQUIREDWHEN BUILDING IS EQUIPPED THROUGHOUT WITH AN NFPA 13 AUTOMATIC SPRINKLER SYSTEM.29.DOOR FRAMES WITH TRANSOM LIGHTS, SIDELIGHTS OR BOTH, SHALL BE PERMITTED WHERE A ¾ HOURFIRE PROTECTION RATING OR LESS IS REQUIRED. WHERE A FIRE PROTECTION RATING EXCEEDING ¾HOUR IS REQUIRED FIRE DOOR FRAMES WITH TRANSOM LIGHTS, SIDELIGHTS OR BOTH SHALL BEINSTALLED WITH FIRE-RESISTANCE-RATED GLAZING TESTED AS AN ASSEMBLY IN ACCORDANCE WITHASTM E119 OR UL 263.30.DOORS THAT ARE PART OF A FIRE RATED WALL ASSEMBLY SHALL COMPLY WITH OPENINGPROTECTIVES.31.SMOKE CONTAINMENT DOOR AT ELEVATOR OPENING - THE FIRE RATED ELEVATOR DOOR BYELEVATOR MANUFACTURER UTILIZED IN CONJUNCTION WITH THE SMOKE CONTAINMENT DOORCOMPLYS WITH SMOKE AND DRAFT DOOR ASSEMBLY REQUIREMENTS IN CBC SECTION 716.2..2.1.1WHEN TESTED IN ACCORDANCE WITH UL 1784 WITHOUT AN ARTIFICIAL BOTTOM.LABELS32.FIRE DOOR ASSEMBLIES SHALL BE LABELED BY AN APPROVED AGENCY. THE LABELS SHALL COMPLYWITH NFPA 80 AND SHALL BE PERMANENTLY AFFIXED TO THE DOOR OR FRAME.33.FIRE DOORS SHALL BE LABELED SHOWING THE NAME OF THE MANUFACTURER, THE NAME ORTRADEMARK OF THE THIRD-PARTY INSPECTION AGENCY, THE FIRE PROTECTION RATING AND WHEREREQUIRED FOR FIRE DOORS IN EXIT ENCLOSURES AND EXIT PASSAGEWAYS THE MAXIMUMTRANSMITTED TEMPERATURE END POINT. LABELS SHALL BE APPROVED AND PERMANENTLY AFFIXEDAND FACTORY APPLIED. SMOKE AND DRAFT CONTROL DOORS COMPLYING WITH UL 1784 SHALL SHOWTHE LETTER “S” ON THE FIRE RATED LABEL.34.OVERSIZED FIRE DOORS SHALL BEAR AN OVERSIZED FIRE DOOR LABEL BY AN APPROVED AGENCY ORSHALL BE PROVIDED WITH A CERTIFICATE OF INSPECTION BY AN APPROVED TESTING AGENCY.35.FIRE DOOR FRAMES SHALL BE LABELED SHOWING THE NAME OF THE MANUFACTURER AND THETHIRD-PARTY INSPECTION AGENCY.36.GLAZING - FIRE-PROTECTION- RATED GLAZING SHALL BEAR A LABEL OR OTHER IDENTIFICATIONSHOWING THE NAME OF THE MANUFACTURER, THE TEST STANDARD AND THE FOLLOWING FOUR PARTIDENTIFICATION ISSUED BY AN APPROVED AGENCY AND PERMANENTLY AFFIXED TO THE GLAZING.THE LABEL SHALL BEAR THE FOLLOWING FOUR PART IDENTIFICATION:“D - H OR NH - T OR NT - XXX”D INDICATES THE GLAZING SHALL BE USED IN FIRE DOORS PER NFPA 252H OR NH INDICATES THE GLAZING MEETS OR DOES NOT MEET THE HOSE STREAM TESTT OR NT INDICATES THE GLAZING MEETS OR DOES NOT MEET THE TEMPERATURE REQUIREMENTSXXX INDICATES THE FIRE-PROTECTION-RATING PERIOD IN MINUTES.37.EXTERIOR DOORS SHALL BE INSTALLED BEARING MANUFACTURER'S CERTIFICATE OF COMPLIANCEWITH SPECIFIED THERMAL AND ACOUSTICAL REQUIREMENTS.WEATHERIZATION38.DOORS SHALL HAVE ALL SIX SIDES FACTORY PRIMED OR SEALED AFTER HARDWARE PREPARATION.RESEAL ALL SURFACES IMMEDIATELY AFTER INSTALLATION.39.EXTERIOR DOORS SHALL BE INSULATED AND FULLY WEATHER STRIPPED.40.REFER TO REFERENCED DETAILS OF EXTERIOR DOORS FOR INTEGRATION WITH EXTERIOR WALL ANDTHRESHOLD FLASHING SYSTEMS.41.INSULATE SHIM CAVITY AROUND EXTERIOR DOORS WITH LOW EXPANSION FOAM.42.FOR DOOR/ FRAME ASSEMBLIES IN C.M.U. VERIFY MASONRY OPENING DIMENSIONS.43.PROVIDE SEPARATION BY A TIGHT FITTING DOOR BETWEEN FOOD PREPARATION AREA(S) (INCLUDINGFOOD STORAGE ROOMS) AND TOILET ROOM(S). SECTION 302.6ALALUMINUMANANODIZEDAUTOAUTOMATIC CLOSINGECAELECTRONIC CONTROL ACCESSFFACTORYFGLFIBERGLASSFFFACTORY FINISHFXFIXEDFRFRENCH DOORGLGLASSHCHOLLOW COREHMHOLLOW METALMAMASONITEMCMINERAL COREMTLMETALN/RNON-RATEDOCGOVERHEAD COILING GRILLEOCDOVERHEAD COILING DOORPPAINTPASSPASSAGEPBPUSH BUTTONPFSFPRE-FINISHED STEEL FRAMEPHPANIC HARDWAREPRPAIRPRIVPRIVACY LOCKSSTAINSCSOLID CORESELFSELF CLOSINGSGSEMI-GLOSS PAINTSTRFSTORE FRONTTGTEMPERED GLASSTSTUBE STEELWDWOODLIVING UNIT ENTRY DOORS AND PATIO DOORS SHALL BE SOUND-RATED, PROVIDING A MINIMUMSTC RATING WHEN IN THE CLOSED POSITION IN ACCORDANCE WITH NOTE 10 ABOVE AND THEACOUSTICAL REPORT.4AD-02.0DOOR NOTESDOOR ABBREVIATIONSDOOR STC RATINGSGLAZING PERFORMANCEGLAZING LOCATIONEXTERIOR DOORSBLDG A STOREFRONTU VALUESHGC.45.23.46.22BLDG B STOREFRONT.46.22VT0.10.1BUILDING A DOORSXXREVISIONS DOOR NO. STYLE WIDTH HEIGHT THICKNESS MATERIAL FINISH MATERIAL FINISH DOORFRAMEREMARKSASSEMBLY FIRE RATING (MINS)FOR DETAILS- SEE "DOOR STYLES" & "TYPICAL DOOR DETAILS"A316A317A319DOOR SCHEDULEA320A321A322A323A401A318THIRD FLOOR CONTINUED LOCATIONTYPICAL DOOR OPENINGSDOOR STYLESTYPICAL DOOR ELEMENTSBUILDING A DOORSXXREVISIONSDOOR NO. STYLE WIDTH HEIGHT THICKNESS MATERIAL FINISH MATERIAL FINISH DOORFRAMEREMARKSASSEMBLY FIRE RATING (MINS)A101A102A104C3'-0"PAIR9'-10"-ALFFALFF-B4'-0"8'-0"1 3/4"HMSGPHMSGP-B3'-0"7'-0"90A105A106C3'-0"PAIR8'-0"-A107D17'-0"16'-0"-A108A3'-0"7'-0"A109A3'-0"7'-0"A110A3'-0"7'-0"A111B3'-0"7'-0"A112B3'-0"PAIR7'-0"A113B7'-0"A114D16'-0"8'-0"180A115C3'-0"PAIR8'-0"A116C3'-0"PAIR7'-0"A117C3'-0"PAIR7'-0"A103A3'-0"7'-0"1 3/4"45A118A119A120A121A122A123A124A125A126A127A128A129A130A131A132A133A134A135A136A137A138A139A140A141A142A143A144A201A202A203A204A205A206A208A209A210A211A212A213FIRST FLOOR LOCATIONRESTAURANTSTAIR A4 DISCHARGERESTAURANT / CORRIDORCORRIDOR / STAIR A4NOT USEDCORRIDOR / EXTERIORTRASH ROOMLOADING / CORRIDORKITCHEN/ CORRIDORMPOE / CORRIDORTRASH VESTIBULE / CORRIDORCORRIDORCORRIDORGARAGE / PUBLIC LOBBYGARAGE / PUBLIC LOBBYPUBLIC LOBBY / LEASINGPUBLIC LOBBY / RETAILPANIC HARDWAREPANIC HARDWAREHMSGPHMSGPFIRE EXIT HARDWAREHMSGPHMSGP1 3/4"ALFFALFFPANIC HARDWARE------90HMSGPHMSGP1 3/4"45HMSGPHMSGP1 3/4"45HMSGPHMSGP1 3/4"90HMSGPHMSGP1 3/4"-HMSGPHMSGP1 3/4"3'-0"PAIRHMSGPHMSGP1 3/4"-----CLOSES UPON FIRE ALARM ACTIVATION-STEELFFSTEELFF-STEELFFSTEELFF-C3'-0"PAIR7'-0"-ALFFALFF-DOOR TO REMAIN UNLOCKED DURING BUSINESSHOURSRETAILC3'-0"PAIR7'-0"-ALFFALFF-DOOR TO REMAIN UNLOCKED DURING BUSINESSHOURSRETAILC3'-0"PAIR10'-0"-ALFFALFF-PANIC HARDWARELEASINGA3'-0"7'-0"FITNESS-HMSGPHMSGP1 3/4"B3'-0"8'-0"1 3/4"HMSGPHMSGP-STAIR A3 DISCHARGEPANIC HARDWARE-4545C3'-0"7'-0"FITNESS / CORRIDORSTEELFFSTEELFF-45B3'-0"7'-0"1 3/4"HMSGPHMSGP90STAIR A3 ACCESSFIRE EXIT HARDWAREC3'-0"8'-0"-LOBBY / EXTERIORALFFALFFPANIC HARDWARE-C3'-0"7'-0"LOBBY / LEASINGSTEELFFSTEELFF-45E3'-0"PAIR7'-0"CORRIDOR FIRE WALLHMSGP1 3/4"120HMSGPE3'-0"PAIR7'-0"CORRIDOR FIRE WALLHMSGP1 3/4"120HMSGPC3'-0"7'-0"PARCEL ROOM / PARCEL STORAGE-A3'-0"7'-0"ELECTRICAL ROOM / CORRIDORHMSGP1 3/4"90HMSGPFIRE EXIT HARDWAREPANIC HARDWAREA4'-0"8'-0"ELECTRICAL ROOM / EXTERIORHMSGP1 3/4"-HMSGPA2'-6"PAIR7'-0"IDF / CORRIDORHMSGP1 3/4"20HMSGPB3'-0"7'-0"1 3/4"HMSGPHMSGP90STAIR A2 ACCESSFIRE EXIT HARDWAREC3'-0"9'-10"FITNESSB3'-0"8'-0"1 3/4"HMSGPHMSGP-STAIR A2 DISCHARGEPANIC HARDWARED10'-0"8'-4"-GARAGE-----A8'-0"1 3/4"HMSGPHMSGP45FIRE PUMP ROOM / GARAGEA8'-0"1 3/4"HMSGPHMSGP-BOOSTER PUMP ROOM / GARAGEB3'-0"8'-0"1 3/4"HMSGPHMSGP-GARAGEPANIC HARDWAREB3'-0"8'-0"1 3/4"HMSGPHMSGP-BIKE ROOM / GARAGED23'-0"9'-0"-GARAGE-----F3'-0"8'-0"-GARAGE-----PANIC HARDWAREB3'-0"8'-0"1 3/4"HMSGPHMSGP90STAIR A1 ACCESSFIRE EXIT HARDWAREB3'-0"8'-0"1 3/4"HMSGPHMSGP-STAIR A1 DISCHARGEPANIC HARDWARESECOND FLOORA214A215A216A217A218A219A220A221A222A223 B3'-0"7'-0"1 3/4"HMSGPHMSGP90STAIR A4 ACCESSFIRE EXIT HARDWAREA3'-0"7'-0"1 3/4"HMSGPHMSGP45UTILITY CLOSETA3'-0"7'-0"1 3/4"HMSGPHMSGP45POOL EQUIPMENTB3'-0"7'-0"1 3/4"HMSGPHMSGP90TRASH VESTIBULEB3'-0"7'-0"1 3/4"HMSGPHMSGP45STORAGE ROOMA3'-0"7'-0"1 3/4"HMSGPHMSGP-STORAGE CLOSETSDOOR OCCURS MULTIPLE TIMESB3'-0"7'-0"1 3/4"HMSGPHMSGP45CORRIDORB3'-0"7'-0"1 3/4"HMSGPHMSGPBREAK ROOMB3'-0"7'-0"1 3/4"HMSGPHMSGPMAINTENANCEB3'-0"7'-0"1 3/4"HMSGPHMSGPCOMMON OPSB3'-0"7'-0"1 3/4"HMSGPHMSGPSHARED GOODSB3'-0"8'-0"1 3/4"HMSGPHMSGP180GARAGE / CORRIDORA3'-0"PAIR7'-0"IDF / CORRIDORHMSGP1 3/4"20HMSGPE3'-6"7'-0"1 3/4"HMSGPHMSGP-ELEVATOR 1 / CORRIDORSMOKE DOOR, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION, SEE NOTE 31E3'-6"7'-0"1 3/4"HMSGPHMSGP-ELEVATOR 2 / CORRIDORSMOKE DOOR, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION, SEE NOTE 31B3'-0"7'-0"1 3/4"HMSGPHMSGP90STAIR A3 ACCESSFIRE EXIT HARDWAREC3'-0"7'-0"-STEELFFSTEELFF45FIRE EXIT HARDWAREYOGA STUDIOE3'-0"PAIR7'-0"CORRIDOR FIRE WALLHMSGP1 3/4"120HMSGPE3'-0"PAIR7'-0"CORRIDOR FIRE WALLHMSGP1 3/4"120HMSGPA2'-6"PAIR7'-0"IDF / CORRIDORHMSGP1 3/4"20HMSGPB3'-0"7'-0"1 3/4"HMSGPHMSGP90STAIR A2 ACCESSFIRE EXIT HARDWAREB3'-0"8'-0"1 3/4"HMSGPHMSGP90STAIR A1 ACCESSFIRE EXIT HARDWAREA301B3'-0"7'-0"1 3/4"HMSGPHMSGP90STAIR A4 ACCESSFIRE EXIT HARDWAREA302A303A304A305A306A307A308A309A310A311FOURTH FLOOR B3'-0"7'-0"1 3/4"HMSGPHMSGP90STAIR A4 ACCESSFIRE EXIT HARDWAREA3'-0"7'-0"1 3/4"HMSGPHMSGP20UTILITY CLOSETA3'-0"PAIR7'-0"IDF / CORRIDORHMSGP1 3/4"20HMSGPB3'-0"7'-0"1 3/4"HMSGPHMSGP90TRASH VESTIBULEC3'-0"7'-0"1 3/4"HMSGPHMSGP45CLUBHOUSEFIRE EXIT HARDWAREA2'-8"PAIR7'-0"1 3/4"HMSGPHMSGP20ELECTRICAL CLOSETA7'-0"1 3/4"HMSGPHMSGP20ELECTRICAL CLOSETA7'-0"1 3/4"HMSGPHMSGP20ELECTRICAL CLOSETE3'-0"PAIR7'-0"CORRIDOR FIRE WALLHMSGP1 3/4"DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION180HMSGPG3'-0"8'-0"1 3/4"HMSGPHMSGP-WOMENS RESTROOMA3'-0"PAIR7'-0"IDF / CORRIDORHMSGP1 3/4"20HMSGPE3'-6"7'-0"1 3/4"HMSGPHMSGP-ELEVATOR 2 / CORRIDORB3'-0"7'-0"1 3/4"HMSGPHMSGP90STAIR A3 ACCESSFIRE EXIT HARDWAREE3'-0"PAIR7'-0"CORRIDOR FIRE WALLHMSGP1 3/4"DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATION, FIRE EXIT HARDWARE120HMSGPA2'-6"PAIR7'-0"IDF / CORRIDORHMSGP1 3/4"20HMSGPB3'-0"7'-0"1 3/4"HMSGPHMSGP90STAIR A2 ACCESSFIRE EXIT HARDWAREB3'-0"8'-0"1 3/4"HMSGPHMSGP90STAIR A1 ACCESSFIRE EXIT HARDWARE, CONTROLLED ACCESSINTO GARAGEB3'-0"7'-0"1 3/4"HMSGPHMSGP180STAIR A2 ACCESSFIRE EXIT HARDWARE, SMOKE SEALA402A403A404A405A406A407A408A409A410A411A412A413A414B3'-0"7'-0"1 3/4"HMSGPHMSGP90STAIR A4 ACCESSA3'-0"7'-0"1 3/4"HMSGPHMSGP20UTILITY CLOSETA3'-0"PAIR7'-0"IDF / CORRIDORHMSGP1 3/4"20HMSGPB3'-0"7'-0"1 3/4"HMSGPHMSGP90TRASH VESTIBULEB3'-0"7'-0"1 3/4"HMSGPHMSGP45HVAC CLOSETE3'-0"PAIR7'-0"CORRIDOR FIRE WALLHMSGP1 3/4"180HMSGPE3'-6"7'-0"1 3/4"HMSGPHMSGP-ELEVATOR 1 / CORRIDORSMOKE DOOR, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION, SEE NOTE 31A3'-0"PAIR7'-0"IDF / CORRIDORHMSGP1 3/4"20HMSGPE3'-6"7'-0"1 3/4"HMSGPHMSGP-ELEVATOR 2 / CORRIDORSMOKE DOOR, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION, SEE NOTE 31B3'-0"7'-0"1 3/4"HMSGPHMSGP90STAIR A3 ACCESSFIRE EXIT HARDWAREE3'-0"PAIR7'-0"CORRIDOR FIRE WALLHMSGP1 3/4"120HMSGPA2'-6"PAIR7'-0"IDF / CORRIDORHMSGP1 3/4"20HMSGPB3'-0"7'-0"1 3/4"HMSGPHMSGP90STAIR A2 ACCESSFIRE EXIT HARDWAREB3'-0"8'-0"1 3/4"HMSGPHMSGP90STAIR A1 ACCESSFIRE EXIT HARDWAREB3'-0"7'-0"1 3/4"HMSGPHMSGP180STAIR A2 ACCESSFIRE EXIT HARDWARE, SMOKE SEALB3'-0"7'-0"1 3/4"HMSGPHMSGP180GARAGE / CORRIDORA415A416FIFTH FLOOR A501A502A503A504A505A506A507A508A509A510A511A512A513A514A515A516A517B3'-0"7'-0"1 3/4"HMSGPHMSGP90STAIR A4 ACCESSFIRE EXIT HARDWAREA3'-0"7'-0"1 3/4"HMSGPHMSGP20UTILITY CLOSETA3'-0"PAIR7'-0"IDF / CORRIDORHMSGP1 3/4"20HMSGPB3'-0"7'-0"1 3/4"HMSGPHMSGP90TRASH VESTIBULEA2'-8"PAIR7'-0"1 3/4"HMSGPHMSGP20ELECTRICAL CLOSETA7'-0"1 3/4"HMSGPHMSGP20ELECTRICAL CLOSETA7'-0"1 3/4"HMSGPHMSGP20ELECTRICAL CLOSETE3'-0"PAIR7'-0"CORRIDOR FIRE WALLHMSGP1 3/4"180HMSGPE3'-6"7'-0"1 3/4"HMSGPHMSGP-ELEVATOR 1 / CORRIDORSMOKE DOOR, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION, SEE NOTE 31A3'-0"PAIR7'-0"IDF / CORRIDORHMSGP1 3/4"20HMSGPE3'-6"7'-0"1 3/4"HMSGPHMSGP-ELEVATOR 2 / CORRIDORSMOKE DOOR, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION, SEE NOTE 31B3'-0"7'-0"1 3/4"HMSGPHMSGP90STAIR A3 ACCESSFIRE EXIT HARDWAREE3'-0"PAIR7'-0"CORRIDOR FIRE WALLHMSGP1 3/4"120HMSGPA2'-6"PAIR7'-0"IDF / CORRIDORHMSGP1 3/4"20HMSGPB3'-0"7'-0"1 3/4"HMSGPHMSGP90STAIR A2 ACCESSFIRE EXIT HARDWAREB3'-0"7'-0"1 3/4"HMSGPHMSGP180STAIR A2 ACCESSFIRE EXIT HARDWARE, SMOKE SEALB3'-0"7'-0"1 3/4"HMSGPHMSGP180GARAGE / CORRIDORSIXTH FLOOR A601A602A603A604B3'-0"7'-0"1 3/4"HMSGPHMSGP90STAIR A4 ACCESSFIRE EXIT HARDWAREA3'-0"7'-0"1 3/4"HMSGPHMSGP20UTILITY CLOSETA3'-0"PAIR7'-0"IDF / CORRIDORHMSGP1 3/4"20HMSGPB3'-0"7'-0"1 3/4"HMSGPHMSGP90TRASH VESTIBULEA605A606A607A608A609A610E3'-0"PAIR7'-0"CORRIDOR FIRE WALLHMSGP1 3/4"180HMSGPE3'-6"7'-0"1 3/4"HMSGPHMSGP-ELEVATOR 1 / CORRIDORSMOKE DOOR, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION, SEE NOTE 31A3'-0"PAIR7'-0"IDF / CORRIDORHMSGP1 3/4"20HMSGPE3'-6"7'-0"1 3/4"HMSGPHMSGP-ELEVATOR 2 / CORRIDORSMOKE DOOR, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION, SEE NOTE 31B3'-0"7'-0"1 3/4"HMSGPHMSGP90STAIR A3 ACCESSFIRE EXIT HARDWAREA3'-0"PAIR7'-0"STORAGEHMSGP1 3/4"20HMSGPSEVENTH FLOOR A701A702A703A704B3'-0"7'-0"1 3/4"HMSGPHMSGP90STAIR A4 ACCESSFIRE EXIT HARDWAREA3'-0"7'-0"1 3/4"HMSGPHMSGP20UTILITY CLOSETA3'-0"PAIR7'-0"IDF / CORRIDORHMSGP1 3/4"20HMSGPB3'-0"7'-0"1 3/4"HMSGPHMSGP90TRASH VESTIBULEA705A706A707A708A709A710E3'-0"PAIR7'-0"CORRIDOR FIRE WALLHMSGP1 3/4"180HMSGPE3'-6"7'-0"1 3/4"HMSGPHMSGP-ELEVATOR 1 / CORRIDORSMOKE DOOR, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION, SEE NOTE 31A3'-0"PAIR7'-0"IDF / CORRIDORHMSGP1 3/4"20HMSGPE3'-6"7'-0"1 3/4"HMSGPHMSGP-ELEVATOR 2 / CORRIDORSMOKE DOOR, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION, SEE NOTE 31B3'-0"7'-0"1 3/4"HMSGPHMSGP90STAIR A3 ACCESSFIRE EXIT HARDWAREA3'-0"PAIR7'-0"ELEVATOR MACHINE ROOMHMSGP1 3/4"20HMSGPA711A712C3'-0"8'-0"1 3/4"ALFFALFF-ROOF DECKA3'-0"8'-0"1 3/4"HMSGPHMSGP90RESTROOM-ALFFALFFPANIC HARDWARE-A224B4'-0"7'-0"1 3/4"HMSGPHMSGP-STAIR A4PANIC HARDWAREA145A8'-0"LOADING / RETAIL TRASHA312A313A314A315G3'-0"7'-0"1 3/4"HMSGPHMSGP20JANITOR CLOSETG3'-0"8'-0"1 3/4"HMSGPHMSGP20MENS RESTROOMB3'-0"7'-0"1 3/4"HMSGPHMSGP180GARAGE / CORRIDORE3'-6"7'-0"1 3/4"HMSGPHMSGP-ELEVATOR 1 / CORRIDORSMOKE DOOR, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION, SEE NOTE 31A146A7'-0"1 3/4"HMSGPHMSGPCORRIDOR / LOADINGA147D8'-0"9'-0"TRASH TERMINATION / LOADING-----90CLOSES UPON FIRE ALARM ACTIVATIONA148B3'-0"8'-0"1 3/4"HMSGPHMSGP90TRASH TERMINATION / LOADINGA149C3'-0"8'-0"GARAGE / PARCEL ROOMSMOKE DOOR, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION, SEE NOTE 31ALFFALFF-ALFFALFF-ALFFALFF-A150A151NOT USEDA324E3'-0"PAIR7'-0"CORRIDOR FIRE WALLHMSGP1 3/4"120HMSGPA417E3'-0"PAIR7'-0"CORRIDOR FIRE WALLHMSGP1 3/4"120HMSGPA518E7'-0"CORRIDOR FIRE WALLHMSGP1 3/4"120HMSGPPANIC HARDWAREPANIC HARDWARE PANIC HARDWAREFIRE EXIT HARDWAREFIRE EXIT HARDWAREA152A3'-0"7'-0"1 3/4"HMSGPHMSGP-MECHANICALA325C3'-0"PAIR7'-0"1 3/4"HMSGPHMSGP45CLUBHOUSEFIRE EXIT HARDWAREDUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATION, FIRE EXIT HARDWAREDUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATION, FIRE EXIT HARDWAREDUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATION, FIRE EXIT HARDWAREDUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATION, FIRE EXIT HARDWAREDUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATION, FIRE EXIT HARDWAREDUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATION, FIRE EXIT HARDWAREDUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATION, FIRE EXIT HARDWAREDUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATION, FIRE EXIT HARDWAREDUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATION, FIRE EXIT HARDWAREDUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATION, FIRE EXIT HARDWAREDUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATION, FIRE EXIT HARDWAREDUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATION, FIRE EXIT HARDWAREDUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATION, FIRE EXIT HARDWAREA153A3'-0"PAIR7'-0"FITNESS-HMSGPHMSGP1 3/4"A154B3'-0"PAIR7'-0"CORRIDOR-HMSGPHMSGP1 3/4"45202020A225B3'-0"7'-0"1 3/4"HMSGPHMSGPMECHANICAL-A155WORK POD/LEASING-C3'-0"7'-0"STEELFFSTEELFF-45DOOR OCCURS MULTIPLE TIMESA156A157A158OFFICECONFERENCEFITNESS RESTROOMC3'-0"7'-0"STEELFFSTEELFF-45DOOR OCCURS MULTIPLE TIMESC3'-0"7'-0"STEELFFSTEELFF-45A3'-0"7'-0"1 3/4"HMSGPHMSGP20A226AMEN'S RESTROOMA227A3'-0"7'-0"1 3/4"HMSGPHMSGPWOMEN'S RESTROOM7'-0"HMSGP1 3/4"180HMSGP3'-0"203'-0"PAIR1 3/4"HMSGPHMSGP3'-0"PAIR9090CLOSES UPON FIRE ALARM ACTIVATIONA137AC3'-0"8'-0"-ALFFALFF-DOG WASH/GARAGEA159A3'-0"8'-0"1 3/4"HMSGPHMSGP-LOADING/EXTERIOR3'-0"3'-0"AA136AD10'-0"8'-4"-GARAGE-----AAAAAAAC3'-0"CORRIDOR/RETAIL7'-0"STEELFFSTEELFF-452'-8"PAIR2'-8"PAIRA2'-8"PAIR2'-8"PAIRAOPEN 180 DEGREEA3'-0"PAIRAAAAAAAAAAAAAA06-21-23 10" MIN34- 44"38-40"44" MAX44" MAX60" MAXFIN FLRSMOOTHDOORBOTTOMBOTTOM OF CLOSERHIGH VIEWPORT **PUSH BUTTON *LOWVIEWPORTHARDWAREDEADBOLTKICK PLATE MAY OCCUR 16 GA MAX, ANYCAVITIES CREATED SHALL BE CAPPED48" MAX42" PREFERED78" MINPREFERRED TYPICAL LOCATION OF DOOR AND GATE ELEMENTS IF THEY OCCURSEE DOOR STYLES FOR SPECIFIC DOOR ELEVATION3 & 4A-5104 & 6A-520FOR ADDITIONAL INFORMATION SEE DETAILS* REQUIRED AT ACCESSIBLE/ADAPTABLE DWELLING UNITS** IF PROVIDED INSTALL TWO VIEWPORTS ONE HIGH ONELOW ATACCESSIBLE/ADAPTABLE DWELLING UNITS **NO PROJECTIONS INTOCLEAR OPENING BELOW 34"XAD-XXXAD-XXXAD-XXXAD-XXXAD-XXXAD-XXXAD-XXXAD-XX1-HR2-HRXAD-XXTEMPGLTEMPGLAFLUSHSINGLE / PAIRBFLUSH WITH LIGHTSINGLE / PAIRTEMP GLTEMPGLCSTOREFRONTSINGLE / PAIRDOVERHEAD COILING DOOR10"DOOR FACE TO BE FLUSH W/ FINISH @ADJACENT WALLS WHEN DOORS ARE IN THEOPEN POSITION.MAGNETIC HOLD OPEN & DOOR CLOSER.VERIFY DEPTH & ARM EXTENTIONS. INSTALLSHIMS AS REQUIRED @ DOOR EDGE IS 90° TOFRAME WHEN DOOR IS HELD OPEN.PANIC BARS @ PUSH SIDE OF DOOR RECESSED& INTEGRAL WITH DOOR PROTRUDING MAX. 1/8"WHEN THE DOOR IS IN THE OPEN POSITIONLEVER HARDWARE ON HOLD OPEN SIDE OFDOOR.EFIRE DOORSINGLE / PAIRFGATEGLOUVERED DOORCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA06-21-23ADDENDUM ABUILDING B DOORSCHEDULEA7-20A. PUBLIC USE & COMMON USE AREA DOORS AND GATESCBC CHAP 10, 11A DIV III AND 11B DIV IVGATES SHALL COMPLY WITH THESE NOTES AS REQUIRED FOR DOORS.OPENING CLEARANCE1.ALL ENTRANCE AND EXIT DOORS SHALL HAVE A MINIMUM CLEAR OPENING OF 32 INCHES WITH THEDOOR OPEN 90 DEGREES FROM ITS CLOSED POSITION, MEASURED BETWEEN THE FACE OF THE DOORAND THE OPPOSITE STOP. (1008.1.1, 11B-404.2.3, 1126A.1.1)2.FOR ACCESSIBLE DOOR CLEARANCES REQUIREMENTS, SEEEFFORT3.MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR PUBLIC EXTERIORDOORS, 8 ½ POUNDS FOR COMMON AREA EXTERIOR DOORS, 5 POUNDS FOR INTERIOR DOORS, AND 15POUNDS FOR FIRE DOORS. (1008.1.3, 1126A.4, 11B-404.2.9)HARDWARE4.DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES THE DOORWILL TAKE AT LEAST 3 SECONDS TO MOVE TO APPOINT 3 INCHES FROM THE LATCH. (1126A.4.1,11B-404.2.8.1)THRESHOLDS5.THRESHOLD - LANDINGS SHALL NOT BE MORE THAN 1/2 INCH LOWER THAN THE TOP OF THETHRESHOLD OF THE DOORWAY. CHANGES IN HEIGHT BETWEEN ¼ AND ½ INCH SHALL BE BEVELED ATA MAXIMUM 50%. CHANGES IN LEVEL GREATER THAN ½ INCH SHALL BE RAMPED. (1008.1.7, 1126A.2.1,11B-404.2.5)B. DWELLING UNIT DOORSPRIMARY ENTRANCE DOOR INTO AND DOORS WITHIN INDIVIDUAL DWELLING UNITS6.MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8 ½ POUNDS FOR EXTERIOR DOORS, 5POUNDS FOR INTERIOR DOORS, AND 15 POUNDS FOR FIRE DOORS.7.DOORS FROM INDIVIDUAL DWELLING OR SLEEPING UNITS IN GROUP R OCCUPANCIES HAVING ANOCCUPANT LOAD OF 10 OR LESS ARE PERMITTED TO HAVE A NIGHT LATCH, DEAD BOLT OR SECURITYCHAIN PROVIDED SUCH DEVICES ARE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY ORTOOL (1008.1.9.3.4) AND ARE OPERABLE WITH A SINGLE EFFORT OF THE DOOR LEVER. (1132A.8)8.DOOR BUZZER, BELL, CHIME OR EQUIVALENT SHALL BE PROVIDED AT EVERY PRIMARY ENTRANCEDOOR. (1132A.10)9.THRESHOLD - SECONDARY EXTERIOR DOORS OF DWELLING UNITS SHALL BE NO HIGHER THAN ¾ INCHFOR SLIDING DOORS OR ½” FOR OTHER DOORS. CHANGES IN HEIGHT BETWEEN ¼ AND 3/4 INCH SHALLBE BEVELED AT A MAXIMUM 50%. (1008.1.7, 1132A.4.1)10.ENTRANCE DOORS FROM INTERIOR CORRIDORS TOGETHER WITH THEIR PERIMETER SEALS SHALLHAVE A LABORATORY STC RATING OF NOT LESS THAN 26. SUCH TESTED DOORS SHALL OPERATENORMALLY WITH COMMERCIALLY AVAILABLE SEALS UNLESS OTHERWISE REQUIRED BY ANACOUSTICAL REPORT. (1207.7) DWELLING UNIT EXTERIOR DOORS CONTAINING GLAZING SHALL HAVEAN STC RATING OF NOT LESS THAN 28 IN ACCORDANCE WITH THE ACOUSTICAL REPORT.COMMON AREA DOORS11.DOORS ON AN ACCESSIBLE ROUTE SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPEHARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDEPASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP, TIGHT PINCHING OR TWISTING OF THE WRISTTO OPERATE THE OPENING HARDWARE12.LEVER-TYPE HARDWARE SHALL BE CURVED WITH A RETURN TO WITHIN ½ INCH OF THE DOOR EXCEPTIN GROUP R AND U OCCUPANCIES WITH AN OCCUPANT LOAD OF 10 OR LESS.13.HARDWARE SHALL BE INSTALLED BETWEEN 34 MINIMUM TO 44 INCHES MAXIMUM ABOVE FINISHEDFLOOR.14.EGRESS DOORS IN PAIRS, APPROVED AUTOMATIC FLUSH BOLTS SHALL BE PERMITTED PROVIDEDTHAT THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS HAS NO DOORKNOB OR SURFACEMOUNTED HARDWARE.15.EGRESS DOORS - MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED.16.FIRE DOORS AND BOTH LEAVES OF PAIRS OF SIDE HINGED SWINGING FIRE DOORS SHALL BEPROVIDED WITH AN ACTIVE LATCH BOLT THAT WILL SECURE THE DOOR WHEN IT IS CLOSED.17.FIRE DOORS SHALL BE SELF-CLOSING OR AUTOMATIC CLOSING. AUTOMATIC-CLOSING FIRE DOORSASSEMBLIES SHALL BE SELF-CLOSING IN ACCORDANCE WITH NFPA 8018.SMOKE ACTIVATED DOORS - AUTOMATIC CLOSING DOORS SHALL CLOSE BY THE ACTUATION OF SMOKEDETECTORS IN ACCORDANCE WITH SECTION 907.3 OR BY LOSS OF POWER.19.INSTALL DOOR HARDWARE IN COMPLIANCE WITH MANUFACTURER'S INSTALLATION REQUIREMENTS.20.PROTECT ALL THRESHOLDS COMPONENTS FROM DIRECT CONTACT WITH DISSIMILAR METALS ANDCORROSIVE MATERIALS PER MANUFACTURER'S RECOMMENDATIONS.21.DOORS ON AN ACCESSIBLE ROUTE: THE BOTTOM 10 INCHES MINIMUM OF ALL DOORS AND OR GATESSHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR OR GATE TO BE OPENED BYA WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION.22.GLAZING IN DOORS SHALL COMPLY WITH SAFETY GLAZING (2406) RATINGS23.FIRE DOOR ASSEMBLIES THAT ARE SIDE HINGED OR PIVOTED SWINGING SHALL BE TESTED INACCORDANCE WITH NFPA 252 OR UL 10C.24.FIRE DOOR ASSEMBLIES WITH OTHER TYPES OF DOORS INCLUDING SWINGING ELEVATOR DOORS ANDFIRE SHUTTER ASSEMBLIES SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL10B25.FIRE DOOR ASSEMBLIES REQUIRED TO HAVE A MINIMUM FIRE PROTECTION RATING OF 20 MINUTESWHERE LOCATED IN A CORRIDOR OR SMOKE BARRIER WALLS HAVING A FIRE RESISTANCE RATING INACCORDANCE WITH TABLE 715.4 SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL 10CWITHOUT THE HOSE STREAM TEST.26.SMOKE AND DRAFT CONTROL - FIRE DOOR ASSEMBLIES REQUIRED TO HAVE A MINIMUM FIREPROTECTION RATING OF 20 MINUTES WHERE LOCATED IN A CORRIDOR OR SMOKE BARRIER WALLSSHALL MEET THE REQUIREMENTS FOR SMOKE AND DRAFT CONTROL DOOR ASSEMBLIES TESTED INACCORDANCE WITH UL 178427.GLAZING IN DOOR ASSEMBLY - IN 20 MINUTE FIRE DOOR ASSEMBLY, THE GLAZING MATERIAL IN THEDOOR ITSELF SHALL HAVE A MINIMUM FIRE-PROTECTION-RATED-GLAZING OF 20 MINUTES.28.FIRE DOOR ASSEMBLIES IN EXIT ENCLOSURES AND EXIT PASSAGE WAYS SHALL HAVE A MAXIMUMTRANSMITTED TEMPERATURE END POINT OF NOT MORE THAN 450 F DEGREES. THIS IS NOT REQUIREDWHEN BUILDING IS EQUIPPED THROUGHOUT WITH AN NFPA 13 AUTOMATIC SPRINKLER SYSTEM.29.DOOR FRAMES WITH TRANSOM LIGHTS, SIDELIGHTS OR BOTH, SHALL BE PERMITTED WHERE A ¾ HOURFIRE PROTECTION RATING OR LESS IS REQUIRED. WHERE A FIRE PROTECTION RATING EXCEEDING ¾HOUR IS REQUIRED FIRE DOOR FRAMES WITH TRANSOM LIGHTS, SIDELIGHTS OR BOTH SHALL BEINSTALLED WITH FIRE-RESISTANCE-RATED GLAZING TESTED AS AN ASSEMBLY IN ACCORDANCE WITHASTM E119 OR UL 263.30.DOORS THAT ARE PART OF A FIRE RATED WALL ASSEMBLY SHALL COMPLY WITH OPENINGPROTECTIVES.31.SMOKE CONTAINMENT DOOR AT ELEVATOR OPENING - THE FIRE RATED ELEVATOR DOOR BYELEVATOR MANUFACTURER UTILIZED IN CONJUNCTION WITH THE SMOKE CONTAINMENT DOORCOMPLYS WITH SMOKE AND DRAFT DOOR ASSEMBLY REQUIREMENTS IN CBC SECTION 716.2..2.1.1WHEN TESTED IN ACCORDANCE WITH UL 1784 WITHOUT AN ARTIFICIAL BOTTOM.LABELS32.FIRE DOOR ASSEMBLIES SHALL BE LABELED BY AN APPROVED AGENCY. THE LABELS SHALL COMPLYWITH NFPA 80 AND SHALL BE PERMANENTLY AFFIXED TO THE DOOR OR FRAME.33.FIRE DOORS SHALL BE LABELED SHOWING THE NAME OF THE MANUFACTURER, THE NAME ORTRADEMARK OF THE THIRD-PARTY INSPECTION AGENCY, THE FIRE PROTECTION RATING AND WHEREREQUIRED FOR FIRE DOORS IN EXIT ENCLOSURES AND EXIT PASSAGEWAYS THE MAXIMUMTRANSMITTED TEMPERATURE END POINT. LABELS SHALL BE APPROVED AND PERMANENTLY AFFIXEDAND FACTORY APPLIED. SMOKE AND DRAFT CONTROL DOORS COMPLYING WITH UL 1784 SHALL SHOWTHE LETTER “S” ON THE FIRE RATED LABEL.34.OVERSIZED FIRE DOORS SHALL BEAR AN OVERSIZED FIRE DOOR LABEL BY AN APPROVED AGENCY ORSHALL BE PROVIDED WITH A CERTIFICATE OF INSPECTION BY AN APPROVED TESTING AGENCY.35.FIRE DOOR FRAMES SHALL BE LABELED SHOWING THE NAME OF THE MANUFACTURER AND THETHIRD-PARTY INSPECTION AGENCY.36.GLAZING - FIRE-PROTECTION- RATED GLAZING SHALL BEAR A LABEL OR OTHER IDENTIFICATIONSHOWING THE NAME OF THE MANUFACTURER, THE TEST STANDARD AND THE FOLLOWING FOUR PARTIDENTIFICATION ISSUED BY AN APPROVED AGENCY AND PERMANENTLY AFFIXED TO THE GLAZING.THE LABEL SHALL BEAR THE FOLLOWING FOUR PART IDENTIFICATION:“D - H OR NH - T OR NT - XXX”D INDICATES THE GLAZING SHALL BE USED IN FIRE DOORS PER NFPA 252H OR NH INDICATES THE GLAZING MEETS OR DOES NOT MEET THE HOSE STREAM TESTT OR NT INDICATES THE GLAZING MEETS OR DOES NOT MEET THE TEMPERATURE REQUIREMENTSXXX INDICATES THE FIRE-PROTECTION-RATING PERIOD IN MINUTES.37.EXTERIOR DOORS SHALL BE INSTALLED BEARING MANUFACTURER'S CERTIFICATE OF COMPLIANCEWITH SPECIFIED THERMAL AND ACOUSTICAL REQUIREMENTS.WEATHERIZATION38.DOORS SHALL HAVE ALL SIX SIDES FACTORY PRIMED OR SEALED AFTER HARDWARE PREPARATION.RESEAL ALL SURFACES IMMEDIATELY AFTER INSTALLATION.39.EXTERIOR DOORS SHALL BE INSULATED AND FULLY WEATHER STRIPPED.40.REFER TO REFERENCED DETAILS OF EXTERIOR DOORS FOR INTEGRATION WITH EXTERIOR WALL ANDTHRESHOLD FLASHING SYSTEMS.41.INSULATE SHIM CAVITY AROUND EXTERIOR DOORS WITH LOW EXPANSION FOAM.42.FOR DOOR/ FRAME ASSEMBLIES IN C.M.U. VERIFY MASONRY OPENING DIMENSIONS.43.PROVIDE SEPARATION BY A TIGHT FITTING DOOR BETWEEN FOOD PREPARATION AREA(S) (INCLUDINGFOOD STORAGE ROOMS) AND TOILET ROOM(S). SECTION 302.6ALALUMINUMANANODIZEDAUTOAUTOMATIC CLOSINGECAELECTRONIC CONTROL ACCESSFFACTORYFGLFIBERGLASSFFFACTORY FINISHFXFIXEDFRFRENCH DOORGLGLASSHCHOLLOW COREHMHOLLOW METALMAMASONITEMCMINERAL COREMTLMETALN/RNON-RATEDOCGOVERHEAD COILING GRILLEOCDOVERHEAD COILING DOORPPAINTPASSPASSAGEPBPUSH BUTTONPFSFPRE-FINISHED STEEL FRAMEPHPANIC HARDWAREPRPAIRPRIVPRIVACY LOCKSSTAINSCSOLID CORESELFSELF CLOSINGSGSEMI-GLOSS PAINTSTRFSTORE FRONTTGTEMPERED GLASSTSTUBE STEELWDWOODLIVING UNIT ENTRY DOORS AND PATIO DOORS SHALL BE SOUND-RATED, PROVIDING A MINIMUMSTC RATING WHEN IN THE CLOSED POSITION IN ACCORDANCE WITH NOTE 10 ABOVE AND THEACOUSTICAL REPORT.4AD-02.0DOOR NOTESDOOR ABBREVIATIONSDOOR STC RATINGSGLAZING PERFORMANCEGLAZING LOCATIONEXTERIOR DOORSBLDG A STOREFRONTU VALUESHGC.45.23.46.22BLDG B STOREFRONT.46.22VT0.10.1BUILDING A DOORSXXREVISIONS DOOR NO. STYLE WIDTH HEIGHT THICKNESS MATERIAL FINISH MATERIAL FINISH DOORFRAMEREMARKSASSEMBLY FIRE RATING (MINUTES)FOR DETAILS- SEE "DOOR STYLES" & "TYPICAL DOOR DETAILS"DOOR SCHEDULELOCATIONTYPICAL DOOR OPENINGSDOOR STYLESTYPICAL DOOR ELEMENTSBUILDING B DOORSXXREVISIONSDOOR NO. STYLE WIDTH HEIGHT THICKNESS MATERIAL FINISH MATERIAL FINISH DOORFRAMEREMARKSASSEMBLY FIRE RATING (MINUTES)B101B102B104B3'-0"8'-0"1 3/4"HMSGPHMSGP-B3'-0"7'-0"90B105B106C3'-0"PAIR8'-0"-B107D15'-0"16'-0"-B108A3'-0"PAIR7'-0"B109B110A3'-0"7'-0"B111B3'-0"7'-0"B112B113B114B115B116B117B103B118B119B120B122B123B124B125B126B127B128B129B201B202B203B204B209B210B211B212B213FIRST FLOOR LOCATIONSTAIR B3 DISCHARGESTAIR B3 ACCESSCORRIDOR / EXTERIORLOADINGLOADING / VESTIBULEMPOE / CORRIDORTRASH VESTIBULE / CORRIDORPANIC HARDWAREFIRE EXIT HARDWAREHMSGPHMSGP1 3/4"ALFFALFF------180HMSGPHMSGP1 3/4"20HMSGPHMSGP1 3/4"180HMSGPHMSGP1 3/4"B3'-0"8'-0"1 3/4"HMSGPHMSGP-STAIR B1 DISCHARGEPANIC HARDWAREE3'-0"PAIR7'-0"CORRIDOR FIRE WALLHMSGP1 3/4"180HMSGPA3'-0"7'-0"IDF / CORRIDORHMSGP1 3/4"20HMSGPB3'-0"8'-0"1 3/4"HMSGPHMSGP90STAIR B2 ACCESSFIRE EXIT HARDWAREB3'-0"8'-0"1 3/4"HMSGPHMSGP-STAIR B2 DISCHARGEPANIC HARDWARED10'-0"8'-4"-GARAGE-----A3'-0"PAIR8'-0"1 3/4"HMSGPHMSGP45FIRE PUMP ROOM / GARAGEA3'-0"PAIR8'-0"1 3/4"HMSGPHMSGP-BOOSTER PUMP ROOM / GARAGEB3'-0"8'-0"1 3/4"HMSGPHMSGP-GARAGEPANIC HARDWAREB3'-0"8'-0"1 3/4"HMSGPHMSGP-BIKE ROOM / GARAGESECOND FLOOR B3'-0"7'-0"1 3/4"HMSGPHMSGP90STAIR B3 ACCESSFIRE EXIT HARDWAREA3'-0"7'-0"1 3/4"HMSGPHMSGP20IDFB3'-0"7'-0"1 3/4"HMSGPHMSGP180TRASH VESTIBULEB3'-0"7'-0"1 3/4"180GARAGE / CORRIDORE3'-6"7'-0"1 3/4"HMSGPHMSGP-ELEVATOR 2 / CORRIDORSMOKE DOOR, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION, SEE NOTE 31E3'-6"7'-0"1 3/4"HMSGPHMSGP-ELEVATOR 1 / CORRIDORSMOKE DOOR, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION, SEE NOTE 31THIRD FLOORB301B302B303B304B305B306B307B308B309B310B311B312B313B314 FIFTH FLOOR B501B502B503B504B505B506B507B508B509B510B511B512A3'-0"PAIR7'-0"VESTIBULE20HMSGPHMSGP1 3/4"B3'-0"7'-0"90STAIR B4 ACCESSFIRE EXIT HARDWAREHMSGPHMSGP1 3/4"B3'-0"8'-0"1 3/4"HMSGPHMSGP-STAIR B4 DISCHARGEPANIC HARDWAREC3'-0"PAIR7'-0"MAILROOM / CORRIDORC3'-0"PAIR8'-0"MAILROOM / GARAGE-C3'-0"7'-0"PARCEL ROOM-C3'-0"PAIR8'-0"90CORRIDOR / EXTERIORALFFALFF-A3'-0"7'-0"ELECTRICAL ROOM / CORRIDORHMSGP1 3/4"90HMSGPFIRE EXIT HARDWAREFIRE EXIT HARDWAREA4'-0"8'-0"ELECTRICAL ROOM / EXTERIORHMSGP1 3/4"90HMSGPE3'-0"PAIR7'-0"CORRIDOR FIRE WALLHMSGP1 3/4"180HMSGPB3'-0"7'-0"1 3/4"HMSGPHMSGP90STAIR B1 ACCESSFIRE EXIT HARDWAREA3'-0"PAIR7'-0"1 3/4"HMSGPHMSGP20STORAGEE3'-0"PAIR7'-0"CORRIDOR FIRE WALLHMSGP1 3/4"180HMSGPB205B206B207B208A3'-0"7'-0"1 3/4"HMSGPHMSGP20IDFB3'-0"7'-0"1 3/4"HMSGPHMSGP90STAIR B4 ACCESSFIRE EXIT HARDWAREE3'-0"PAIR7'-0"CORRIDOR FIRE WALLHMSGP1 3/4"180HMSGPB3'-0"7'-0"1 3/4"HMSGPHMSGP90STAIR B1 ACCESSFIRE EXIT HARDWAREB3'-0"8'-0"1 3/4"HMSGPHMSGP90STAIR B2 ACCESSFIRE EXIT HARDWAREB3'-0"7'-0"1 3/4"HMSGPHMSGP90STAIR B3 ACCESSFIRE EXIT HARDWAREA3'-0"7'-0"1 3/4"HMSGPHMSGP20IDFB3'-0"7'-0"1 3/4"HMSGPHMSGP180TRASH VESTIBULEB3'-0"7'-0"1 3/4"180GARAGE / CORRIDORE3'-6"7'-0"1 3/4"HMSGPHMSGP-ELEVATOR 2 / CORRIDORSMOKE DOOR, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION, SEE NOTE 31E3'-6"7'-0"1 3/4"HMSGPHMSGP-ELEVATOR 1 / CORRIDORSMOKE DOOR, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION, SEE NOTE 31A3'-0"PAIR7'-0"1 3/4"HMSGPHMSGP20STORAGEE3'-0"PAIR7'-0"CORRIDOR FIRE WALLHMSGP1 3/4"180HMSGPA3'-0"7'-0"1 3/4"HMSGPHMSGP20IDFB3'-0"7'-0"1 3/4"HMSGPHMSGP90STAIR B4 ACCESSFIRE EXIT HARDWAREE3'-0"PAIR7'-0"CORRIDOR FIRE WALLHMSGP1 3/4"180HMSGPB3'-0"7'-0"1 3/4"HMSGPHMSGP90STAIR B1 ACCESSFIRE EXIT HARDWAREB3'-0"7'-0"1 3/4"HMSGPHMSGP180STAIR B1 ACCESSFIRE EXIT HARDWARE, SMOKE SEALB3'-0"8'-0"1 3/4"HMSGPHMSGP90STAIR B2 ACCESSFIRE EXIT HARDWAREFOURTH FLOORB401B402B403B404B405B406B407B408B409B410B411B412B413B414 B3'-0"7'-0"1 3/4"HMSGPHMSGP90STAIR B3 ACCESSFIRE EXIT HARDWAREA3'-0"7'-0"1 3/4"HMSGPHMSGP20IDFB3'-0"7'-0"1 3/4"HMSGPHMSGP180TRASH VESTIBULEB3'-0"7'-0"1 3/4"180GARAGE / CORRIDORE3'-6"7'-0"1 3/4"HMSGPHMSGP-ELEVATOR 2 / CORRIDORSMOKE DOOR, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION, SEE NOTE 31E3'-6"7'-0"1 3/4"HMSGPHMSGP-ELEVATOR 1 / CORRIDORSMOKE DOOR, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION, SEE NOTE 31A3'-0"PAIR7'-0"1 3/4"HMSGPHMSGP20STORAGEE3'-0"PAIR7'-0"CORRIDOR FIRE WALLHMSGP1 3/4"180HMSGPA3'-0"7'-0"1 3/4"HMSGPHMSGP20IDFB3'-0"7'-0"1 3/4"HMSGPHMSGP90STAIR B4 ACCESSFIRE EXIT HARDWAREE3'-0"PAIR7'-0"CORRIDOR FIRE WALLHMSGP1 3/4"180HMSGPB3'-0"7'-0"1 3/4"HMSGPHMSGP90STAIR B1 ACCESSFIRE EXIT HARDWARENOT USEDB3'-0"8'-0"1 3/4"HMSGPHMSGP90STAIR B2 ACCESSFIRE EXIT HARDWAREB3'-0"7'-0"1 3/4"HMSGPHMSGP90STAIR B3 ACCESSFIRE EXIT HARDWAREA3'-0"7'-0"1 3/4"HMSGPHMSGP20IDFB3'-0"7'-0"1 3/4"HMSGPHMSGP180TRASH VESTIBULEE3'-6"7'-0"1 3/4"HMSGPHMSGP-ELEVATOR 2 / CORRIDORSMOKE DOOR, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION, SEE NOTE 31E3'-6"7'-0"1 3/4"HMSGPHMSGP-ELEVATOR 1 / CORRIDORSMOKE DOOR, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION, SEE NOTE 31A3'-0"PAIR7'-0"1 3/4"HMSGPHMSGP20STORAGEE3'-0"PAIR7'-0"CORRIDOR FIRE WALLHMSGP1 3/4"180HMSGPA3'-0"7'-0"1 3/4"HMSGPHMSGP20ELEVATOR MACHINE ROOMB3'-0"7'-0"1 3/4"HMSGPHMSGP90STAIR B4 ACCESSFIRE EXIT HARDWAREE3'-0"PAIR7'-0"CORRIDOR FIRE WALLHMSGP1 3/4"180HMSGPB3'-0"7'-0"1 3/4"HMSGPHMSGP90STAIR B1 ACCESSFIRE EXIT HARDWAREA3'-0"7'-0"1 3/4"HMSGPHMSGP20ROOF ACCESS ROOM-ALFFALFF-B130D8'-0"8'-0"180MAIL ROOM-----CLOSES UPON FIRE ALARM ACTIVATIONB131D14'-0"10'-0"90TRASH ROOM-----CLOSES UPON FIRE ALARM ACTIVATIONNOT USEDB132B133HMSGPHMSGPHMSGPHMSGPHMSGPHMSGPALFFALFF-ALFFALFF-DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATION, FIRE EXIT HARDWAREDUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATION, FIRE EXIT HARDWAREDUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATION, FIRE EXIT HARDWAREDUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATION, FIRE EXIT HARDWAREDUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATION, FIRE EXIT HARDWAREDUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATION, FIRE EXIT HARDWAREDUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATION, FIRE EXIT HARDWAREDUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATION, FIRE EXIT HARDWAREDUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATION, FIRE EXIT HARDWAREDUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATION, FIRE EXIT HARDWAREPANIC HARDWAREB121NOT USEDB214RESIDENTS STORAGEA3'-0"7'-0"1 3/4"HMSGPHMSGP-DOOR OCCURS MULTIPLE TIMESB315RESIDENTS STORAGEA3'-0"7'-0"1 3/4"HMSGPHMSGP-DOOR OCCURS MULTIPLE TIMESB415RESIDENTS STORAGEA3'-0"7'-0"1 3/4"HMSGPHMSGP-DOOR OCCURS MULTIPLE TIMESB513RESIDENTS STORAGEA3'-0"7'-0"1 3/4"HMSGPHMSGP-DOOR OCCURS MULTIPLE TIMESB123AD10'-0"8'-4"-GARAGE-----AAA3'-0"8'-0"1 3/4"HMSGPHMSGP-LOADING/EXTERIORAAAA06-21-23 HEIGHTWIDTHSYMFRAMEFINISHTYPEGLAZINGLOCATIONWINDOW TYPES - DWELLINGS, CORRIDORS & STAIRS WINDOW NOTESSAFETY GLAZINGREMARKSDWELLINGS WINDOW SCHEDULEABBREVIATIONSF:FIXEDS: SLIDERC:CASEMENTT: TEMPEREDBASIS OF DESIGNMATERIAL :FINISH COLOR:MANUFACTURER:EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUSLOCATIONS SHALL BE IDENTIFIED BY A MANUFACTURER'SDESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THEMANUFACTURER OR INSTALLER AND THE SAFETY GLAZINGSTANDARD.SAFETY GLAZING SHALL BE PROVIDED IN HAZARDOUS LOCATIONS.THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUSLOCATIONS FOR THE PURPOSES OF GLAZING:1.GLAZING IN SWINGING DOORS EXCEPT JALOUSIES.2.GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOORASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSETDOOR ASSEMEBLIES.3.GLAZING IN STORM DOORS.4.GLAZING IN UNFRAMED SWINGING DOORS.5.GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS,WHIRLPOOLS,SAUNAS, STEAM ROOMS, BATHTUBS ANDSHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALLENCLOSING THESE COMPARTMENTS WHERE THEBOTTOMEXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHESABOVE A STANDING SURFACE.6.GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANELSADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGEOF THE GLAZING IS WITHIN A 24-INCH ARC OF EITHERVERTICAL EDGE OF THE DOOR IN A CLOSED POSITION ANDWHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING ISLESS THAN 60 INCHES ABOVE THE WALKING SURFACE.7.GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL,OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND6, WHICH MEETS ALL OF THE FOLLOWING CONDITIONS:7.1.EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN9 SQUARE FEET.7.2.EXPOSED BOTTOM EDGE LESS THAN 18 INCHES ABOVETHE FLOOR.7.3.EXPOSED TOP EDGE GREATER THAN 36 INCHES ABOVETHE FLOOR.7.4.ONE OR MORE WALKING SURFACE(S) WITHIN 36 INCHESHORIZONTALLY OF THE PLANE OF THE GLAZING.8.GLAZING IN GUARDS AND RAILINGS, INCLUDING STRUCTURALBALUSTER PANELS AND NONSTRUCTURAL IN-FILL PANELS,REGARDLESS OF AREA OR HEIGHT ABOVE A WALKINGSURFACE.9.GLAZING IN WALLS AND FENCES ENCLOSING INDOOR ANDOUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHEN ALLOF THE FOLLOWING CONDITIONS ARE PRESENT:9.1.THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60INCHES ABOVE A WALKING SURFACE ON THE POOL ORSPA SIDE OF THE GLAZING; AND9.2.THE GLAZING IS WITHIN 60 INCHES HORIZONTALLY THEWATER'S EDGE OF A SWIMMING POOL OR SPA.10.GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPSWITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE;WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN60 INCHES ABOVE THE PLANE OF ADJACENT WALKINGSURFACE.11.GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHESHORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY INANY DIRECTION WHEN THE EXPOSED SURFACE OF THEGLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THETREAD.EXCEPTION: SAFETY GLAZING FOR ITEMS 10 OR 11 IS NOTREQUIRED FOR THE FOLLOWING INSTALLATIONS WHERE:1) THE SIDE OF A STAIRWAY, LANDING OR RAMP WHICH HASA GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN-FILL PANELS, COMPLYING WITH THE PROVISIONS OF SECTIONS 1013 AND 1607.7; AND2) THE PLANE OF GLASS IS GREATER THAN 18 INCHES FROMTHE RAILING.STC RATED GLAZINGALL OPERABLE AND FIXED WINDOWS AS WELL AS FRENCHDOORS SHALL BE DUAL GLAZED AND HAVE AN STC INACCORDANCE WITH THE ACOUSTICAL REPORT, MIN. STC 28. ALLWINDOW AND DOOR ASSEMBLIES SHALL BE WELL FITTED ANDWELL WEATHERSTRIPPED.1.RESCUE WINDOWS SHALL COMPLY WITH CBC SECTION 1029.2.TEMPERED GLASS SHALL BE PROVIDED WHERE SPECIFIED IN THISSCHEDULE AND ON THE BUILDING, UNIT OR OTHER ENLARGED FLOOR PLANS.3.EXTERIOR GLASS SHALL BE CLEAR DUAL PANE LOW-E WITH MAXIMUM 0.37U-VALUE & MAXIMUM 0.22 SHGC VALUE AS REQUIRED BY THE TITLE 24REPORT.4. INTERIOR GLASS SHALL BE SINGLE PANE, CLEAR.5.TINTED GLASS TO BE NON-REFLECTIVE (NO-MIRROR-LIKE TINTS OR FILMS).6.GLAZING SHALL COMPLY WITH REQUIREMENTS OF CHAPTER 24 OF CBCA6'-0"6'-0"W1VINYLDARKBRONZELOW-EDUAL PANE6'0"x4'3" SLIDING OVER 6'0"x1'9" FIXEDB6'-0"6'-0"W2VINYLDARKBRONZELOW-EDUAL PANE6'0"x4'3" FIXED OVER 6'0"x1'9" FIXEDC6'-0"6'-0"W3VINYLDARKBRONZELOW-EDUAL PANEARCHED TOP CASEMENT OVER 6'0"x1'9" FIXEDD6'-0"6'-0"W4VINYLDARKBRONZELOW-EDUAL PANEARCHED TOP FIXED OVER 6'0"x1'9" FIXEDE6'-0"5'-0"W5VINYLDARKBRONZELOW-EDUAL PANEF4'-0"6'-0"W6VINYLDARKBRONZELOW-EDUAL PANE4'0"x4'3" CASEMENT OVER 4'0"x19" FIXEDG4'-0"6'-0"W8VINYLDARKBRONZELOW-EDUAL PANECASEMENTH3'-0"6'-0"W6VINYLDARKBRONZELOW-EDUAL PANE3'0"x4'3" CASEMENT OVER 4'0"x1'9" FIXED4'-0"6'-0"W7VINYLDARKBRONZELOW-EDUAL PANE4'0"x4'3" FIXED OVER 4'0"x1'9" FIXEDJK3'-0"6'-0"W7VINYLDARKBRONZELOW-EDUAL PANE3'0"x4'3" FIXED OVER 3'0"x1'9" FIXEDL3'-0"6'-0"W9VINYLDARKBRONZELOW-EDUAL PANEFIXEDM3'-0"5'-0"W8VINYLDARKBRONZELOW-EDUAL PANECASEMENTW16'-0"6'-0"1'-9"4'-3"SLIDINGFIXED BELOWFINISH FLOOR8'-0" HEADER HEIGHTW26'-0"6'-0"1'-9"4'-3"FIXEDW3ARCHED TOP CASEMENTFIXED BELOWW46'-0"6'-0" 1'-9"2'-9"ARCHED TOP FIXED6'-0"VARIESW5SLIDINGW6VARIES6'-0"1'-9"4'-3"CASEMENTFIXED BELOWFINISH FLOOR8'-0" HEADER HEIGHTW7VARIES6'-0"1'-9"4'-3"FIXEDW8VARIESVARIESCASEMENTW9 VARIESVARIESFIXED 3'-0"6'-0"W8VINYLDARKBRONZELOW-EDUAL PANECASEMENTN2'-6"5'-0"W9VINYLDARKBRONZELOW-EDUAL PANEFIXEDP1'-6"6'-0"6'-0"1'-9"2'-9"1'-6"W106'-0"6'-0" 1'-9"4'-3"CASEMENT PAIRQ6'-0"6'-0"W10VINYLDARKBRONZELOW-EDUAL PANEPAIR 3'0"x4'3" CASEMENT OVER 6'0"x1'9" FIXEDR4'-0"5'-0"W8VINYLDARKBRONZELOW-EDUAL PANECASEMENTSTAIRS AND CORRIDORS 4'-0"6'-0"W9VINYLDARKBRONZELOW-EDUAL PANEFIXEDBA3'-0"6'-0"W7VINYLDARKBRONZELOW-EDUAL PANEBB3'0"x5'0" FIXED OVER 3'0"x1'0" FIXED2'-6"4'-3"W8VINYLDARKBRONZELOW-EDUAL PANECASEMENTBC4'-0"6'-0"W7VINYLDARKBRONZELOW-EDUAL PANEBD4'0"x5'0" FIXED OVER 4'0"x1'0" FIXED4'-0"2'-0"W9VINYLDARKBRONZELOW-EDUAL PANEBEFIXEDFIRERATINGBF6'-0"6'-0"W4VINYLDARKBRONZELOW-EDUAL PANEARCHED TOP FIXED OVER 6'0"x1'0" FIXEDBG6'-0"6'-0"W2VINYLDARKBRONZELOW-EDUAL PANEFIXEDW116'-0"4'-3"CASEMENT PAIRS6'-0"4'-3"W11VINYLDARKBRONZELOW-EDUAL PANEPAIR 3'0"x4'3" CASEMENT. 1ST FLOOR PROVIDE 12" LIMITERT6'-0"4'-3"W5VINYLDARKBRONZELOW-EDUAL PANEU3'-0"4'-3"W8VINYLDARKBRONZELOW-EDUAL PANECASEMENT42" MINIMUMSILL HEIGHT42" MINIMUMSILL HEIGHT 42" MINIMUM SILL HEIGHT 42" MINIMUMSILL HEIGHT42" MINIMUMSILL HEIGHT 42" MINIMUM SILL HEIGHTW12TRANSOM FINISH FLOOR8'-0" HEADER HEIGHT6'-0"1'-4"BH6'-0"1'-4"W12VINYLDARKBRONZELOW-EDUAL PANETRANSOMVINYL WINDOWSCHEDULEA7-30CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA06-21-23ADDENDUM AAAAAAA06-21-23 WINDOW NOTESSAFETY GLAZINGEACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUSLOCATIONS SHALL BE IDENTIFIED BY A MANUFACTURER'SDESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THEMANUFACTURER OR INSTALLER AND THE SAFETY GLAZINGSTANDARD.SAFETY GLAZING SHALL BE PROVIDED IN HAZARDOUS LOCATIONS.THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUSLOCATIONS FOR THE PURPOSES OF GLAZING:1.GLAZING IN SWINGING DOORS EXCEPT JALOUSIES.2.GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOORASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSETDOOR ASSEMEBLIES.3.GLAZING IN STORM DOORS.4.GLAZING IN UNFRAMED SWINGING DOORS.5.GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS,WHIRLPOOLS,SAUNAS, STEAM ROOMS, BATHTUBS ANDSHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALLENCLOSING THESE COMPARTMENTS WHERE THEBOTTOMEXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHESABOVE A STANDING SURFACE.6.GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANELSADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGEOF THE GLAZING IS WITHIN A 24-INCH ARC OF EITHERVERTICAL EDGE OF THE DOOR IN A CLOSED POSITION ANDWHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING ISLESS THAN 60 INCHES ABOVE THE WALKING SURFACE.7.GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL,OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND6, WHICH MEETS ALL OF THE FOLLOWING CONDITIONS:7.1.EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN9 SQUARE FEET.7.2.EXPOSED BOTTOM EDGE LESS THAN 18 INCHES ABOVETHE FLOOR.7.3.EXPOSED TOP EDGE GREATER THAN 36 INCHES ABOVETHE FLOOR.7.4.ONE OR MORE WALKING SURFACE(S) WITHIN 36 INCHESHORIZONTALLY OF THE PLANE OF THE GLAZING.8.GLAZING IN GUARDS AND RAILINGS, INCLUDING STRUCTURALBALUSTER PANELS AND NONSTRUCTURAL IN-FILL PANELS,REGARDLESS OF AREA OR HEIGHT ABOVE A WALKINGSURFACE.9.GLAZING IN WALLS AND FENCES ENCLOSING INDOOR ANDOUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHEN ALLOF THE FOLLOWING CONDITIONS ARE PRESENT:9.1.THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60INCHES ABOVE A WALKING SURFACE ON THE POOL ORSPA SIDE OF THE GLAZING; AND9.2.THE GLAZING IS WITHIN 60 INCHES HORIZONTALLY THEWATER'S EDGE OF A SWIMMING POOL OR SPA.10.GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPSWITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE;WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN60 INCHES ABOVE THE PLANE OF ADJACENT WALKINGSURFACE.11.GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHESHORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY INANY DIRECTION WHEN THE EXPOSED SURFACE OF THEGLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THETREAD.EXCEPTION: SAFETY GLAZING FOR ITEMS 10 OR 11 IS NOTREQUIRED FOR THE FOLLOWING INSTALLATIONS WHERE:1) THE SIDE OF A STAIRWAY, LANDING OR RAMP WHICH HASA GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN-FILL PANELS, COMPLYING WITH THE PROVISIONS OF SECTIONS 1013 AND 1607.7; AND2) THE PLANE OF GLASS IS GREATER THAN 18 INCHES FROMTHE RAILING.STC RATED GLAZINGALL OPERABLE AND FIXED WINDOWS AS WELL AS FRENCHDOORS SHALL BE DUAL GLAZED AND HAVE AN STC INACCORDANCE WITH THE ACOUSTICAL REPORT, MIN. STC 28. ALLWINDOW AND DOOR ASSEMBLIES SHALL BE WELL FITTED ANDWELL WEATHERSTRIPPED.ABBREVIATIONSBASIS OF DESIGNMATERIAL :FINISH COLOR:MANUFACTURER:F:FIXEDS: SLIDERC:CASEMENTT: TEMPERED1.RESCUE WINDOWS SHALL COMPLY WITH CBC SECTION 1029.2.TEMPERED GLASS SHALL BE PROVIDED WHERE SPECIFIED IN THISSCHEDULE AND ON THE BUILDING, UNIT OR OTHER ENLARGED FLOOR PLANS.3.EXTERIOR GLASS SHALL BE CLEAR DUAL PANE LOW-E WITH MAXIMUM 0.45U-VALUE & MAXIMUM 0.23 SHGC VALUE AS REQUIRED BY THE TITLE 24REPORT.4. INTERIOR GLASS SHALL BE SINGLE PANE, CLEAR.5.TINTED GLASS TO BE NON-REFLECTIVE (NO-MIRROR-LIKE TINTS OR FILMS).S16'-4"13'-10"1'-10"8'-2"EQEQ10"3'-0"TEMPTEMPLOUVERSHEIGHTWIDTHSYMFRAMEFINISHTYPEGLAZINGLOCATIONREMARKSBUILDING A WINDOW SCHEDULE - STOREFRONTSSA6'-4"13'-10"S1ALDARKBRONZELOW-EDUAL PANESBSC30'-4"13'-10"S3DARKBRONZELOW-EDUAL PANESD16'-2"13'-10"S4DARKBRONZELOW-EDUAL PANESE20'-2"13'-10"S5DARKBRONZELOW-EDUAL PANESF12'-0"16'-0"S6DARKBRONZELOW-EDUAL PANESGDARKBRONZELOW-EDUAL PANESH16'-0"13'-10"S9DARKBRONZELOW-EDUAL PANEDARKBRONZELOW-EDUAL PANESJSK16'-0"13'-10"S11DARKBRONZELOW-EDUAL PANESL6'-4"13'-10"S10DARKBRONZELOW-EDUAL PANESM9'-0"13'-10"S12DARKBRONZELOW-EDUAL PANE10'-0"8'-2"S13DARKBRONZELOW-EDUAL PANESNSPSR5'-5"8'-2"S14DARKBRONZELOW-EDUAL PANEFIRERATING3'-6"13'-10"1'-10"8'-2"10"3'-0"TEMPS230'-4"13'-10" 1'-10"8'-2"10"3'-0"TEMPS3REFER TO DOOR A101TEMPTEMPTEMPTEMPTEMPTEMPTEMPEQEQEQEQEQEQEQEQLOUVERSF. FLRALALALALALALALALALALSTEELSTEELS416'-2"13'-10"1'-10"8'-2"EQEQ10"3'-0"TEMPTEMPEQEQF. FLRTEMPTEMPEQEQS520'-2"13'-10" 1'-10"8'-2"EQEQ10"3'-0"TEMPTEMPEQEQTEMPTEMPEQEQEQTEMPS616'-0" 1'-10"6'-4"10"5'-2"1'-10"12'-0"3'-0"6'-0"3'-0"TEMPTEMPTEMPR6'-0"S716'-0"1'-10"6'-4"10"5'-2"1'-10"12'-0"3'-0"6'-0"3'-0"TEMPTEMPR6'-0"REFER TO DOORS A118 AND A119S816'-0"1'-10"6'-4"10"5'-2"1'-10"12'-0"3'-0"6'-0"3'-0"TEMPTEMPTEMPR6'-0"TEMPTEMPLOUVERS12'-0"16'-0"S712'-0"16'-0"S816'-0"13'-10" 1'-10"8'-2"10"3'-0"S9REFER TO DOOR A120TEMPTEMPTEMPTEMPEQEQF. FLRS1116'-0"13'-10"1'-10"8'-2"EQEQ10"3'-0"TEMPTEMPEQEQF. FLRTEMPTEMPEQEQS106'-4"13'-10" 1'-10"8'-2"EQEQ10"3'-0"TEMPTEMPEQEQS129'-0"13'-10"1'-10"8'-2"EQEQ10"3'-0"TEMPTEMPEQEQTEMPEQ8'-2" 1'-10"6'-4"S13REFER TO DOOR A116TEMPTEMPTEMPTEMP10'-0"EQEQS14TEMPTEMPVARIES8'-2" 1'-10"6'-4"RESTAURANTRESTAURANTRESTAURANTRESTAURANTRETAILRETAILRETAILLEASINGFITNESSFITNESSFITNESSLEASING60REFER TO DOOR A116REFER TO DOOR A217YOGA60S1622'-4"13'-10"1'-10"8'-2"EQEQ10"3'-0"TEMPTEMPEQEQF. FLRTEMPTEMPEQEQSS22'-4"13'-10"S16DARKBRONZELOW-EDUAL PANEALCLUBHOUSETEMPTEMPTEMPEQEQEQTEMP TEMP 3'-6"8'-2"S15DARKBRONZELOW-EDUAL PANESTSTEELLEASING60S15TEMPTEMPVARIES8'-2" 1'-10"6'-4"5'-5"9'-4"S14DARKBRONZELOW-EDUAL PANESUSTEELLEASING605'-6"9'-4"S14DARKBRONZELOW-EDUAL PANESTEELLEASING60S17TEMPTEMP15'-7"8'-2" 1'-10"6'-4"TEMPTEMPTEMPTEMPTEMPTEMPTEMPTEMPSV5'-5"S14DARKBRONZELOW-EDUAL PANESTEELREFER TO DOOR A156LEASING60SW7'-6"S14DARKBRONZELOW-EDUAL PANESTEELREFER TO DOOR A155LEASING60SX12'-11"S14DARKBRONZELOW-EDUAL PANESTEELREFER TO DOOR A157LEASING60SY5'-2"S14DARKBRONZELOW-EDUAL PANESTEELREFER TO DOOR A155LEASING60SZ5'-2"S14DARKBRONZESTEELREFER TO DOOR A155LEASING60REFER TO DOOR A156LOW-EDUAL PANE9'-4"9'-4"9'-4"9'-4"9'-4"REFER TO DOOR A1268'-0"S15DOG WASH608'-2"STEELDARKBRONZELOW-EDUAL PANESTOREFRONTSCHEDULEA7-40CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA06-21-23ADDENDUM AAA06-21-23 ROOMFLOORBASEWALLSCEILINGREMARKSINTERIOR FINISH SCHEDULEVINYL MOISTURE RESISTANT GYP BD ENTRYKITCHENLIVINGBEDROOMSBATHROOMSDWELLING UNITS CARPET AND PADSTAIRS WOOD CERAMIC TILE COMMON SERVICE AREAS IDF CLOSETSEXPOSED CEILING CLOSETSHALLPATIOS AT GRADEGYPSUM BOARD PER DETAILS GYPSUM BOARD PER DETAILSELECTRICALTENANT STORAGEVINYL PLANK FINISH FLOORING SHALL BE PROVIDEDBELOW REMOVEABLE CABINETSFINISH FLOORING SHALL BE PROVIDEDBELOW REMOVEABLE CABINETSJANITORVCT SHEET VINYL FINISHES IN AMENITIES AND COMMON SPACESWILL BE PART OF DEFERRED INTERIOR DESIGNSUBMITTAL.WATER-BASED EPOXY FINISH TO +6' AFF WATER-BASED EPOXY FINISHMAINTENANCEMPOETRASH TERMINATIONLOADINGTRASH VESTIBULESTAIR A3 MECH RMFIRE PUMP ROOMBOOSTER PUMP RMBIKE STORAGERETAIL/RESTAURANTPOOL EQUIPMENTUTILITY CLOSETELECTRICAL METERCLUBHOUSEHVAC CLOSETMISC STORAGEELEVATOR EQUIPLIGHT BROOM FINISH CONCRETE MEDIUM BROOM FINISH CONCRETEPARKINGPATIOSDECKSLAUNDRY CON-DEK PLI-DEK HARDROCK TOPPING SLAB SLAB ON GRADEINTERIOR CORRIDORAT SLAB ON GRADEINTERIOR CORRIDORAT WOODEXTERIOR CORRIDORAT SLAB ON GRADEEXTERIOR CORRIDORAT WOODAT POOL DECKSTUCCO STUCCO 4TH AND MORTIMER AMENITIES FINISH SCHEDULEDATE: 2022_1103*THIS SCHEDULE IS AN OVERVIEW OF FINISHES. SEE SPEC BOOK @ FINAL 100% CD FOR DETAILED INFORMATION*AREA CODE:AMENITY - 100 (LOBBY AND LOBBY RESTROOM, MAILROOM, CONFERENCE ROOMS, GARAGE, BIKE STORAGE AND VESTIBULE ENTRY)AMENITY - 200 (FITNESS, FITNESS RESTROOM, YOGA, AND BREAKROOM)AMENITY - 300 (CLUBROOM AND CLUBROOM RESTROOM)AMENITY - 400 (CORRIDORS/STAIRWELLS/ELEVATORS/LVL7 RESTROOMS)AMENITY - 500 (UNITS-SEE SEPARATE SCHEDULE)CODECARPETCPT-100CARPET TILEMANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:CPT-400CARPET TILEINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:CPT-401MIRRORMI-100MIRRORMANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:MI-200MIRRORINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:MI-201ANTIQUE MIRRORINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:MI-300PAINTPT-100PAINTMANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:PT-101PAINTINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:PT-102PAINTINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:PT-103PAINTINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:PT-200PAINTINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:PT-201PAINTINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:PT-202PAINTINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:PT-203PAINTINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:INSTALL METHOD:SHERWIN WILLIAMSSOMMELIERSW 7595SEE SPEC BOOK--SHERWIN WILLIAMSMODERN GREYSW 7632SEE SPEC BOOK--SHERWIN WILLIAMSRENWICK ROSE BEIGESW 2804SEE SPEC BOOK--SHERWIN WILLIAMSSECRET GARDENSW 6181SEE SPEC BOOK--SHERWIN WILLIAMSSOMMELIERSW 7595SEE SPEC BOOK--SHERWIN WILLIAMSMODERN GREYSW 7632SEE SPEC BOOK--SHERWIN WILLIAMSRENWICK ROSE BEIGESW 2804SEE SPEC BOOK--SHERWIN WILLIAMSCADETSW 9143SEE SPEC BOOK--MILLWORKWALL & CEILINGANTIQUE MIRRORINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:INSTALL METHOD:BY CONTRACTORPLAIN MIRROR--BEVELED EDGES - PROVIDE SEAM DIAGRAM TO DESIGNERSEE ELEVATIONSBY CONTRACTORPLAIN MIRROR--BEVELED EDGES - PROVIDE SEAM DIAGRAM TO DESIGNERSEE ELEVATIONSPULP STUDIOSVINTAGE REFLECTIONAM 3041-MAX DIM: 60 X 120SURFACE MOUNTED - SEE MANUF. SPECSPULP STUDIOSVINTAGE REFLECTIONAM 3041-MAX DIM: 60 X 120SURFACE MOUNTED - SEE MANUF. SPECSWALL ABOVEMILLWORKWALLWALLWALLCARPET TILEINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:INSTALL METHOD:SHAW CONTRACTMOSAIC 5A265PAINTED 65375ECOSOLUTION Q NYLONTHICKNESS: 4.22 MM; PATTERN: 144" X 111.16"BROADLOOMSHAW CONTRACTSPOKEN TILE 5T406STORY 05111NYLON ECOWORX TILE9" X 36"ASHLARSHAW CONTRACTGROUND 5A89PATH 90555SHAW SOIL PROTECTIONTHICKNESS: 7.24 MM; PATTERN: 7.2" X 24"BROADLOOMCORRIDOR FLOORWORK PODFLOORTYPEDESCRIPTIONSLOCATIONIMAGESTAIRWELLWALL & CEILINGWALL PAINTWALLSWALL & CEILINGWALL & CEILINGCEILINGPT-204PAINTMANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:PT-300PAINTINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:PT-301PAINTINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:PT-302PAINTINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:PT-303PAINTINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:PT-400PAINTINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:PT-401PAINTINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:PT-402PAINTINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:PT-403PAINTINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:PT-404PLASTIC LAMINATEPL-100LAMINATEMANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:PL-200LAMINATEINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:INSTALL METHOD:MANUFACTURER:PL-300LAMINATESTYLE NAME:COLOR:FINISH:SIZE:PL-400LAMINATERESILIANT / VINYL FLOORRF-200RESILIENT RUBBERFLOORMANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:INSTALL METHOD:MANUFACTURER:RF-201HETEROGENEOUSVINYLSTYLE NAME:COLOR:FINISH:SIZE:RF-202LUXURY VINYLFLOORSINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:INSTALL METHOD:MOHAWKLINKED/ CR708CHILKAT/ 868FLOORINGM-FORCE ULTRA ENHANCED URETHANETHICKNESS 3MM; 9.84" X 39.37"MONOLITHIC - GLUE DOWNHERO FLOORINGAVAFLOR - 2DSGNTBDAMP ADVANTAGETHICKNESS 2.5MM; 6" x 48"SEE NOTE FOR YOGA UNDERLAYMENTHERO FLOORINGAVAFLOR - FAVEBALTIC OAK TAUPE-5.75" X 47.75"1/3 OFFSET - GLUEDOWNBREAKROOMYOGA ANDFITNESSFLOORINGINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:INSTALL METHOD:EGGERH3791 ST12AUBURN CARINI WALNUTOMNIPORE MATTTHICKNESS: 0.80 MM; 4' X 8'HORIZONTAL PATTERNEGGERH3791 ST12AUBURN CARINI WALNUTOMNIPORE MATTTHICKNESS: 0.80 MM; 4' X 8'HORIZONTAL PATTERNEGGERH3791 ST12AUBURN CARINI WALNUTOMNIPORE MATTTHICKNESS: 0.80 MM; 4' X 8'HORIZONTAL PATTERNEGGERH3791 ST12AUBURN CARINI WALNUTOMNIPORE MATTTHICKNESS: 0.80 MM; 4' X 8'HORIZONTAL PATTERNUNIT ENTRY WALLSURROUNDTHROUGHOUTWALL ANDMILLWORKTHROUGHOUTWALL ANDMILLWORKTHROUGHOUTWALL ANDMILLWORKPAINTINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:INSTALL METHOD:SHERWIN WILLIAMSBOHEMIAN BLACKSW 6988SEE SPEC BOOK--SHERWIN WILLIAMSSOMMELIERSW 7595SEE SPEC BOOK--SHERWIN WILLIAMSMODERN GREYSW 7632SEE SPEC BOOK--SHERWIN WILLIAMSSECRET GARDENSW 6181SEE SPEC BOOK--SHERWIN WILLIAMSBOHEMIAN BLACKSW 6988SEE SPEC BOOK--SHERWIN WILLIAMSSOMMELIERSW 7595SEE SPEC BOOK--SHERWIN WILLIAMSMODERN GREYSW 7632SEE SPEC BOOK--SHERWIN WILLIAMSROJO DUSTSW 9006SEE SPEC BOOK--SHERWIN WILLIAMSPAVILION BEIGESW 7512SEE SPEC BOOK--SHERWIN WILLIAMSBOHEMIAN BLACKSW 6988SEE SPEC BOOK--ACCENT WALLSIDE OF DOORSMILLWORK ARCHWALL & CEILINGWALL & CEILINGWALLSWALL NICHEWALLCEILINGWALLRAILINGCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AFINISH SCHEDULEA7-501.INTERIOR WALL AND CEILING FINISH SCHEDULE SHOWING COMPLIANCE WITH CBC SECTION 803 ANDCBC TABLE 803.13.2.INTERIOR FLOOR FINISHES SHALL COMPLY WITH SECTION 804.3.DECORATIVE MATERIALS AND TRIM SHALL COMPLY WITH SECTION 806.4.SUBSTRATES FOR WALL AND CEILING TILE INSTALLATION SHALL COMPLY WITH CBC 2509.2.5.ACCESSORIES SUCH AS GRAB BARS, TOWEL BARS, PAPER DISPENSERS AND SOAP DISHES, SURFACEMOUNTED OR RECESSED, SHALL BE INSTALLED AND SEALED TO PROTECT WALL COMPONENTS FROMMOISTURE.6.SHOWER COMPARTMENTS AND WALL ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS SHALL BEFINISHED WITH A SMOOTH, NON-ABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 72 INCHES ABOVETHE DRAIN INLET.7.BUILT-IN TUBS AND SHOWERS SHALL HAVE WATERPROOF JOINTS BETWEEN THE ENCLOSURE ANDADJACENT WALL.8.SEE INTERIOR DESIGN DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. VERIFY ALLNOTES, MATERIALS AND FINISHES.9.SEE OWNER SPECIFICATION FOR ADDITIONAL INFORMATION. VERIFY ALL NOTES, MATERIALS ANDFINISHES.10.SQUARE DRYWALL CORNERS ARE TYPICAL, U.N.O.11.PROTECT GYPSUM BOARD FROM MOISTURE PRIOR TO INSTALLATION OF GYPSUM CONCRETE.10.PUBLIC / COMMON USE TOILET ROOM FLOORS SHALL HAVE A SMOOTH NON-ABSORBENT FINISH WHICHEXTENDS UPWARDS ONTO THE WALLS A MINIMUM OF 4 FEET OR AS OTHERWISE NOTED ON INTERIORDESIGN DRAWINGS; THIS FINISH SHALL ALSO EXTEND ON WALLS WITHIN 2 FEET OF THE FRONT ANDSIDES OF WATER CLOSETS, URINALS AND LAVATORIES.11.FLOOR TILE SHALL HAVE A MIN. 0.6 COEFFICIENT OF FRICTION.12.AT PUBLIC / COMMON USE RESTROOMS, FLOOR / WALL TILE INTERSECTIONS SHALL HAVE AN INTEGRAL3/8" RADIUS COVE BASE.13.ALL FLOORING FINISH MATERIALS OCCURING AT FLOOR / CEILING ASSEMBLIES SEPARATINGOCCUPANCIES SHALL MAINTAIN A MINIMUM SOUND RATING OF 50 I.I.C. AND 50 S.T.C.14.PROVIDE 2" FAUX WOOD BLINDS AT ALL WINDOWS IN DWELLING UNIT, U.N.O. VERIFY WITH OWNER.15.PROVIDE GLASS MAT FACED GYPSUM BOARD AT ALL PRELIMINARY GYPSUM BOARD LOCATIONS (PRIORTO DRY-IN OF THE BLDG).INTERIOR FINISH NOTESA06-21-23 SPECIAL FINISHESSF-100OMITSF-101PAINTMANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:SF-102WALL PANELINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:SF-103STAIN GLASSPARTITIONINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:INSTALL METHOD:MANUFACTURER:SF-104ARCH GRADE ACONCRETESTYLE NAME:COLOR:FINISH:SIZE:INSTALL METHOD:MANUFACTURER:SF-300FAUX BEAMSTYLE NAME:COLOR:FINISH:SIZE:SF-301PAINTED MURALINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:INSTALL METHOD:MANUFACTURER:STYLE NAME:SF-E-AELEVATOR CABEXTERIOR FINISH:INTERIOR FINISH:SIZE:INSTALL METHOD:SOLID SURFACESS-100COUNTERTOPPORCELAIN SLABMANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:SS-101COUNTERTOPQUARTZINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:SS-200COUNTERTOPQUARTZINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:SS-201COUNTERTOPQUARTZINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:SS-300COUNTERTOPPORCELAIN SLABINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:SS-301COUNTERTOPPORCELAIN SLABINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:SS-302COUNTERTOPQUARTZINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:SS-400STONEST-100TILEMANUFACTURER:TL-100TILEEMSERRESTROOMFLOORSTONEMANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:INSTALL METHOD:TRISTONE AND TILEAVOCATUS LEATHER B6-7AVACACTUSLEATHERTHICKNESS 3/4" ; 120" X 55"COUNTERS ONLY - SEE DETAILSCOUNTERCOUNTERTOPQUARTZINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:INSTALL METHOD:PORCELANOSAXTONEVIOLA ROSSE SILKSILKTHICKNESS: 1/4"; SLAB: 47" x 98"COUNTERS ONLY - SEE DETAILSCAESARSTONE4004RAW CONCRETECONCRETETHICKNESS 2CM; 56.5" X 120"COUNTERS ONLY - SEE DETAILSCAESARSTONE5171ARABETTOPOLISHEDTHICKNESS 2CM : 56.5" X 120"COUNTERS ONLY - SEE DETAILSCAESARSTONE4004RAW CONCRETECONCRETETHICKNESS 2CM; 56.5" X 120"COUNTERS ONLY - SEE DETAILSEUROWESTFIANDRE/SAPIENSTONEDARK MARQUINANATURALTHICKNESS 12MM; 126" X 60"COUNTERS AND WATERFALL EDGE - SEE DETAILSPORCELANOSAXTONEVIOLA ROSSE SILKSILKTHICKNESS: 1/4"; SLAB: 47" x 98"COUNTERS ONLY - SEE DETAILSCAESARSTONE4004RAW CONCRETECONCRETETHICKNESS 2CM; 56.5" X 120"COUNTERS ONLY - SEE DETAILSCAESARSTONE4004RAW CONCRETECONCRETETHICKNESS 2CM; 56.5" X 120"COUNTERS ONLY - SEE DETAILSCOUNTERCOUNTERCOUNTERCOUNTER ANDFIREPLACECOUNTERCOUNTERCOUNTERCOUNTERWOLF GORDONSCUFFMASTERVRLOO5VAPOR LUXE-SPRAY AND ROLL - SEE INSTALL SHEETPORCELANOSAKRION FITWALL COTTO SERIESMATTONELLA PAGLIERINO/100293391THICKNESS:0.69-0.81"; FULL SHEET: 45(1/16)" X 128 (5/9)"JUDSON STUDIOSSTAINED GLASS ARCHVARIESBLACKENED STEEL FRAMESEE ELEVATIONS AND SHOP DRAWINGSWALL MOUNTEDCONTRACTOR TO PROVIDECONCRETENATURAL - MEDIUM GREYSMOOTH--DECORATIVE CEILING TILESROUGH SAWN BEAMS- FAUX WOOD BEAMSLIGHT WALNUT-10" x 10", LENGTH VARIES - SEE SPECBOOKSURFACE MOUNTED - SEE MANU. SPECS AND RCPMURALIST TBD - POSSIBLY USE SAME AS OUTSIDE OF BLDGCUSTOM PAINTED MURALARTIST TO PROPOSE CONCEPT BASED ON COLOR INSPOPAINTSEE RCP-OTISGEN3 EDGESATIN STAINLESS STEELSTAINLESS STEEL W/ FLAT HANDRAIL PERIMETER LIT,DROPPED CEILINGSEE ARCH SPECVERIFY WITH MANUFACTURERCAB INTERIORSOFFITCEILINGCOLUMNSARCH WAYWALLSWALLSTL-100TILESTYLE NAME:COLOR:FINISH:SIZE:TL-101TILEINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:TL-102TILEINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:TL-103TILEINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:TL-104TILEINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:TL-106TILEINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:TL-200TILEINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:TL-201TILEINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:TL-202TILEINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:TL-203TILEINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:TL-300TILEINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:TL-301TILEINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:TL-302TILEINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:TL-303TILEINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:TL-304TILEINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:TL-305TILEINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:TL-306TILEINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:TL-307TILEINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:DUST/F86MILEDU2447SATINTHICKNESS: 3/8" ; 24" X 47"GRIDEMSERMILESTONETAUPE/F86MILETA1224SATINTHICKNESS: 3/8" ; 24" X 47"STACKED HORIZONTALEUROWESTSTARDUSTOCEANNATURALTHICKNESS:8MM; 24" X 24" - WALL BASE: 6"45 DEGREE - SEE PLANEUROWESTSTARDUSTMOONLIGHTNATURALTHICKNESS:8MM; 24" X 24" - WALL BASE: 6"45 DEGREE - SEE PLANEUROWESTURBANSANDNATURALTHICKNESS 8MM; 24" X 48", 6" WALL BASEASHLAR @ 45 DEGREE ANGLE - SEE PLANTILEBARCHIPS FLEUR DE LIS NERO MULTICOLORFLEUR BLUEMATTETHICKNESS: 8.5MM; 7.87" X 7.87"GRIDEMSERMILESTONEDUST/F86MILEDU2447SATINTHICKNESS: 3/8" ; 24" X 47"GRIDEMSERMILESTONETAUPE/F86MILETA1224SATINTHICKNESS: 3/8" ; 24" X 48"STACKED HORIZONTALIRIS CERAMICABLAZE DECODECOR AVIOMATTTHICKNESS: 7.5MM; 4" X 12"HORIZONTALLY STACKED - SEE PLANIRIS CERAMICABLAZEAVIOMATTTHICKNESS: 7.5MM; 4" X 12"HORIZONTALLY STACKED - SEE PLANEMSERMILESTONEDUST/F86MILEDU2447SATINTHICKNESS: 3/8" ; 24" X 47"GRIDEMSERMILESTONETAUPE/F86MILETA1224SATINTHICKNESS: 3/8" ; 24" X 48"STACKED HORIZONTALEUROWESTSTARDUSTOCEANNATURALTHICKNESS:8MM; 24" X 24"45 DEGREE - SEE PLANEUROWESTSTARDUSTMOONLIGHTNATURALTHICKNESS:8MM; 24" X 24" - WALL BASE: 6"45 DEGREE - SEE PLANDESIGN AND DIRECT SOURCEUMI KYOKAILEAD METALLICSATIN/SEMI-POLISH0.75 X 3.75"VERTICALLY STACKEDTILEBAREASTONSUMMIT LIGHT DENIMPOLISHEDTHICKNESS: 15MM; 2" X 9"STACKED HORIZONTALLYEMSERMILESTONETAUPE/F86MILETA1224SATINTHICKNESS: 3/8" ; 24" X 48"STACKED HORIZONTALEMSERPORCELAIN MOSAICTBDTBDPOOL SHOWERFLOORPOOL SHOWERWALLISLAND PARTITIONFAUX TREEPLANTERFLOORING ANDBANQUETTE SEAT+ BACKFLOOR AND WALLBASERESTROOM WALLRESTROOMFLOORWALLRESTROOM WALLRESTROOMFLOORENTRY WALLFLOOR AND WALLBASE ANDBANQUETTE SEAT+ BACKFLOOR AND WALLBASERESTROOM WALLRESTROOMFLOORMILESTONEFLOORWALL4SIZE:TL-400TILEINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:TL-401WALLCOVERINGWC-100MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:WC-101INSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:WC-200INSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:WC-300WOODWD-100WALL BASEMANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:WD-101INSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:WD-102INSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:WD-200WALL BASEINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:WD-300WALL BASEINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:WD-301INSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:WD-400WALL BASEINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:INSTALL METHOD:HARDWOODSQUARE EDGE-PRIMED AND FINISHED TO MATCH WALLS AS NOTED6"BY CONTRACTORHARDWOODCROWN MOULDINGWALNUT STAIN FINISH - CREATE SAMPLE FOR APPROVALPRIMED AND FINISHED TO MATCH PL-1006"H X 5"DBY CONTRACTORSURFACING SOLUTION631 WOOD VENEERMAPLE W/ WALNUT STAIN FINISHENTRY WALLWALNUT STAIN FINISH - CREATE SAMPLE FOR APPROVALTHICKNESS 5/32"; 4' X 8'VERTICALHARDWOODSQUARE EDGE-THROUGHOUTPRIMED AND FINISHED TO MATCH WALLS AS NOTED6"BY CONTRACTORHARDWOODSQUARE EDGE-THROUGHOUTPRIMED AND FINISHED TO MATCH WALLS AS NOTED6"BY CONTRACTORHARDWOODCROWN MOULDINGWALNUT STAIN FINISH - CREATE SAMPLE FOR APPROVALPRIMED AND FINISHED TO MATCH PL-1006"H X 5"DBY CONTRACTORHARDWOODSQUARE EDGE-THROUGHOUTPRIMED AND FINISHED TO MATCH WALLS AS NOTED6"BY CONTRACTORTHROUGHOUTCEILINGTHROUGHOUTCEILINGWORK PODS ANDCONFERENCEROOMINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:INSTALL METHOD:SUPPLY SHOWROOMVOUSTA - CARAVAN STIPEVWPCARAVANSTRIPETYPE ll COMMERCIAL GRADEROLL: 27" X 5 YARDSSEE DRAWINGSCOMMAND WALLCOVERINGSCANNESCM131-2575TYPE ll 20 OZSTRAIGHT MATCH 32"SEE DRAWINGSTHATCHER STUDIOLA STRADAGUNMETAL ON CREAMTYPE ll COMMERCIAL GRADE MYLAR33.3" STRAIGHT REPEATSEE DRAWINGSCOMMAND WALLCOVERINGSCANNESCM131-2575TYPE ll 20 OZSTRAIGHT MATCH 32"SEE DRAWINGSBANQUETTE WALLWALLBANQUETTE WALLCEILING TRAYTILEINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:INSTALL METHOD:2" X 2" - OUTDOOR RATEDGRIDEMSERMILESTONEDUST/F86MILEDU2447SATINTHICKNESS: 3/8" ; 24" X 47"GRIDEMSERMILESTONETAUPE/F86MILETA1224SATINTHICKNESS: 3/8" ; 24" X 48"STACKED HORIZONTALLYRESTROOM WALLRESTROOMFLOORWALL COVERINGWALL COVERINGWALL COVERINGWALL COVERINGCROWN MOULDINGWOOD TAMBOURCROWN MOULDINGTRANSITIONS - SCHLUTERS TO BE SPECIFIED AFTER TILE HAS BEEN PRICED. COMMERCIALLY RATED AND SHOWN ON CONSTRUCTINO DRAWING SET.FINISH SCHEDULEA7-51CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A06-21-23 4TH AND MORTIMER TYPICAL UNIT SCHEDULEDATE: 22_1103*THIS SCHEDULE IS AN OVERVIEW OF FINISHES. SEE SPEC BOOK @ FINAL 100% CD FOR DETAILED INFORMATION*AREA CODE:AMENITY - 100 (LOBBY AND LOBBY RESTROOM, MAILROOM, CONFERENCE ROOMS, GARAGE, BIKE STORAGE AND VESTIBULE ENTRY)AMENITY - 200 (FITNESS, FITNESS RESTROOM, YOGA, AND BREAKROOM)AMENITY - 300 (CLUBROOM AND CLUBROOM RESTROOM)AMENITY - 400 (CORRIDORS/STAIRWELLS/ELEVATORS/LVL7 RESTROOMS)AMENITY - 500 (UNITS)UNIT SCHEME ARF-500ALUXURY VINYLFLOORSMANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:TL-500APORCELAIN SLABTILEINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:TL-501APORCELAIN TILEINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:SS-500APORCELAIN SLABCOUNTERTOPINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:PL-500ATHERMOFOILINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:PT-500APAINTINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:INSTALL METHOD:MANUFACTURER:PF-500ASINKMODEL/REF#:FINISH:SIZE:DESCRIPTION:MOUNTINGMANUFACTURER:PF-501ASINKMODEL/REF#:FINISH:SIZE:DESCRIPTION:MOUNTINGMANUFACTURER:PF-502AFAUCETMODEL/REF#:FINISH:SIZE:DESCRIPTION:MOUNTINGMANUFACTURER:PF-503ABATH SPOUTMODEL/REF#:FINISH:SIZE:DESCRIPTION:MOUNTINGMANUFACTURER:PF-504ASHOWER TRIM KITMODEL/REF#:FINISH:SIZE:DESCRIPTION:MOUNTINGMANUFACTURER:PF-505ASHOWER HEADMODEL/REF#:FINISH:SIZE:DESCRIPTION:MOUNTINGMANUFACTURER:PF-506ATOILETMODEL/REF#:FINISH:SIZE:DESCRIPTION:MOUNTINGMANUFACTURER:PF-507ATUBMODEL/REF#:FINISH:SIZE:DESCRIPTION:MOUNTINGMANUFACTURER:PF-508ATUB SURROUNDMODEL/REF#:FINISH:SIZE:DESCRIPTION:MOUNTINGMANUFACTURER:AC-500ATOILET SEAT COVERMODEL/REF#:FINISH:SIZE:DESCRIPTION:MOUNTINGMANUFACTURER:AC-500ASHOWER RODMODEL/REF#:FINISH:SIZE:DESCRIPTION:MOUNTINGMANUFACTURER:AC-501ATOILET LEVERMODEL/REF#:FINISH:SIZE:DESCRIPTION:MOUNTINGMANUFACTURER:AC-502ATOWEL BARMODEL/REF#:FINISH:SIZE:DESCRIPTION:MOUNTINGMANUFACTURER:AC-503ATOWEL/ROBE HOOKMODEL/REF#:FINISH:SIZE:DESCRIPTION:MOUNTINGMANUFACTURER:AC-504ACABINET PULLMODEL/REF#:FINISH:SIZE:DESCRIPTION:MOUNTINGMANUFACTURER:LT-500ABATHROOM VANITYLIGHTMODEL/REF#:FINISH:SIZE:DESCRIPTION:MOUNTINGRF-500BLUXURY VINYLFLOORSMANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:TL-500BCERAMIC TILEINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:TL-501BPORCELAIN TILEINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:SS-500BQUARTZCOUNTERTOPINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:INSTALL METHOD:MANUFACTURER:STYLE NAME:PL-500BTHERMOFOILCOLOR:FINISH:SIZE:PT-500BPAINTINSTALL METHOD:MANUFACTURER:STYLE NAME:COLOR:FINISH:SIZE:INSTALL METHOD:MANUFACTURER:PF-500BSINKMODEL/REF#:FINISH:SIZE:DESCRIPTION:MOUNTINGMANUFACTURERPF-501BSINKMODEL/REF#:FINISH:SIZE:DESCRIPTION:MOUNTINGMANUFACTURER:PF-502BFAUCETMODEL/REF#:FINISH:SIZE:DESCRIPTION:MOUNTINGMANUFACTURER:PF-503BBATH SPOUTMODEL/REF#:FINISH:SIZE:DESCRIPTION:MOUNTINGMANUFACTURER:PF-504BSHOWER TRIM KITMODEL/REF#:FINISH:SIZE:DESCRIPTION:MOUNTINGMANUFACTURER:PF-505BSHOWER HEADMODEL/REF#:FINISH:SIZE:DESCRIPTION:MOUNTINGMANUFACTURER:PF-506BTOILETMODEL/REF#:FINISH:SIZE:DESCRIPTION:MOUNTINGMANUFACTURER:PF-507BTUBMODEL/REF#:FINISH:SIZE:DESCRIPTION:MOUNTINGMANUFACTURER:PF-508BTUB SURROUNDMODEL/REF#:FINISH:SIZE:DESCRIPTION:MOUNTINGMANUFACTURER:AC-500BTOILET SEAT COVERMODEL/REF#:FINISH:SIZE:DESCRIPTION:MOUNTINGMANUFACTURER:AC-501BSHOWER RODMODEL/REF#:FINISH:SIZE:DESCRIPTION:MOUNTINGMANUFACTURER:AC-502BTOILET LEVERMODEL/REF#:FINISH:SIZE:DESCRIPTION:MOUNTINGMANUFACTURER:AC-503BTOWEL BARMODEL/REF#:FINISH:SIZE:DESCRIPTION:MOUNTINGMANUFACTURER:AC-504BTOWEL/ROBE HOOKMODEL/REF#:FINISH:SIZE:DESCRIPTION:MOUNTINGMANUFACTURER:AC-505BCABINET PULLMODEL/REF#:FINISH:SIZE:DESCRIPTION:MOUNTINGMANUFACTURER:LT-500BBATHROOM VANITYLIGHTMODEL/REF#:FINISH:SIZE:DESCRIPTION:MOUNTINGHERO FLOORINGAVAFLOR - FAVEBALTIC OAK TAUPE - BO2002D-5.75" X 47.75"1/3 OFFSET - GLUE DOWNEUROWESTSAPIEN STONEROVERE BAIONATURAL129" X 60" - 12MM THICKNESSSLAB - SEE ELEVATIONSEMSERFIXT STONEGRAYMATTE24" x 48" - 9MM THICKNESS, GROUT SIZE: 1/8"VERTICALLY STACKED - SEE ELEVATIONSCAESARSTONE1003RAINDREAMPOLISHED56.5" X 120" - 2CM THICKNESSSLAB - COUNTERS ONLYSYNERGY OR EQUALFORMICA FOLKSTONE 927-58FOLKSTONE GREYTHERMOFOIL--SHERWIN WILLIAMSSW-6203SPARE WHITEEGGSHELL @ WALL, FLAT @ CLG, SEMIGLOSS BASE/TRIM--MOENG18180STAINLESS STEEL8.5"L X 29"W 16"DMOEN 31" SINGLE BASIN UNDERMOUNT SINKUNDERMOUNTWESTERN POTTERY188WHITE7-1/8'' H X 20'' W X 15-7/8'' DUNDER COUNTER LAVATORYUNDERMOUNTMOENALIGN 7565BLBLACK15.63" SPOUT HEIGHTALIGN ONE-HANDLE KITCHEN FAUCETDECK MOUNTMOENGIBSON 6145BLACK5.50 " SPOUT REACHGIBSON ONE-HANDLE HIGH ARC FAUCET-MOENGIBSON T2903NHBLACKNAGIBSON POSITEMP ONE HANDLE SHOWER TRIM KITWALL MOUNTMOEN6512EPBLACKNAGIBSON SIX-FUNCTION 4.5" SPRAY HEAD-WESTERN POTTERYB652-T6WHITE16-7/8" EASY HEIGHT1.28 GPF, ELONGATED BOWL EASY HEIGHTFLOOR - ID SUGGESTING CHANGE LEVERFIBER CAREBATHS INC.RT60-36WS-18WHITE18"H X 60"W X 32"DFIBER GLASS TUB INSERTSEE MANUFACTURER GUIDEMINCEYTS-CS: 4x12 VERTICAL CONTEMPORARYWHITEPANELS - SEE GUIDESOLID ONE PIECE GROUTLESS PANELSSEE MANUFACTURER GUIDEWESTERN POTTERYC1032WHITENAELONGATED TOILET SEAT-MOENTRIVA CSR2167BLMATTE BLACK5' CURVEBLACKCONTRACTOR TO FIELD VERIFY SIZINGMOENYB0801BL - ARRIS TANK LEVERMATTE BLACKNALEVER-MOENY5724BLMATTE BLACK24''ARLYS TOWEL BARWALL MOUNTMOENY5703BLMATTE BLACK2-1/8'' DIAM 3''LARLYS DOUBLE ROBE HOOKWALL MOUNTEMTEKSELECT CABINET PULLFLAT BLACK6 INCHRECTANGULAR STEM SMOOTH BARLOWER CABS ONLY - SEE ELEVATIONSELECTRIC MIRRORRADIENCESATIN BLACKSEE ARCHITECTS DRAWINGS FOR SIZINGLED LIGHTED MIRRORWALL-MOUNTEDUNIT SCHEME BHERO FLOORINGAVAFLOR - FAVEBALTIC OAK TAUPE-5.75" X 47.75"1/3 OFFSETEUROWESTSAPIEN STONEROVERE BAIONATURAL129" X 60" - 12MM THICKNESSSLAB - SEE ELEVATIONSEMSERFIXT STONEGRAYMATTE24" x 48" - 9MM THICKNESS, GROUT SIZE: 1/8"VERTICALLY STACKED - SEE ELEVATIONSCAESARSTONE5110ALPINE MISTPOLISHED56.5" X 120" - 2CM THICKNESSSLAB - COUNTERS ONLYSYNERGY OR EQUAL-COLOR TO MATCH SW 6221THERMOFOIL--SHERWIN WILLIAMSSW-6203SPARE WHITEEGGSHELL @ WALL, FLAT @ CLG, SEMIGLOSS BASE/TRIM--MOENG18180STAINLESS STEEL8.5"L X 29"W 16"DMOEN 31" SINGLE BASIN UNDERMOUNT SINKUNDERMOUNTKOHLERK-200000-WHITE15-11/16'' H X 20-1/4'' L X 7-5/16'' DCAXTON RECTANGLE UNDERMOUNT BATHROOM SINKUNDERMOUNTMOENALIGN 7565SCHROME15.63" SPOUT HEIGHTALIGN ONE-HANDLE KITCHEN FAUCETDECK MOUNTMOENGIBSON 6145CHROME5.50 " SPOUT REACHGIBSON ONE-HANDLE HIGH ARC FAUCET-MOENGIBSON T2903NHCHROMENAGIBSON POSITEMP ONE HANDLE SHOWER TRIM KITWALL MOUNTMOEN6512EPCHROMENAGIBSON SIX-FUNCTION 4.5" SPRAY HEAD-WESTERN POTTERYB652-T6WHITE16-7/8" EASY HEIGHT1.28 GPF, ELONGATED BOWL EASY HEIGHTFLOOR - ID SUGGESTING CHANGE LEVERFIBER CAREBATHS INC.RT60-36WS-18WHITE18"H X 60"W X 32"DFIBER GLASS TUB INSERTSEE MANUFACTURER GUIDEMINCEYTS-CS: 4x12 VERTICAL CONTEMPORARYWHITEPANELS - SEE GUIDESOLID ONE PIECE GROUTLESS PANELSSEE MANUFACTURER GUIDEWESTERN POTTERYC1032WHITENAELONGATED TOILET SEAT-MOENTRIVA CSR2167CHCHROME5' CURVELEVERCONTRACTOR TO FIELD VERIFY SIZINGMOENYB0801CH - ARRIS TANK LEVERCHROMENACHROME-MOENY5724CHCHROME24''ARLYS CHROME TOWEL BARWALL MOUNTMOENY5703CHCHROME2-1/8'' DIAM 3''LARLYS CHROME DOUBLE ROBE HOOKWALL MOUNTEMTEKSELECT CABINET PULLPOLISHED CHROME6 INCHRECTANGULAR STEM SMOOTH BARLOWER CABS ONLY - SEE ELEVATIONSELECTRIC MIRRORRADIENCESILVERSEE ARCHITECTS DRAWINGS FOR SIZINGLED LIGHTED MIRRORWALL-MOUNTEDBATHROOM(SCHEME B)BY CONTRACTORBATHROOM(SCHEME B)BY CONTRACTORBATHROOM(SCHEME B)BY CONTRACTORBATHROOM(SCHEME B)BY CONTRACTORBATHROOM(SCHEME B)BY CONTRACTORBATHROOM(SCHEME B)BY CONTRACTORBATHROOM(SCHEME B)BY CONTRACTORBATHROOM(SCHEME B)BY CONTRACTORBATHROOM(SCHEME B)BATHROOM(SCHEME B)BY CONTRACTORBATHROOM(SCHEME B)BY CONTRACTORBATHROOM(SCHEME B)BY CONTRACTORKITCHENBY CONTRACTORKITCHENBY CONTRACTORTHROUGHOUTSHELBY FOWLERSHELBY.M.FOWLER@SHERWIN.COMKITCHEN / BATHCABINETSMELISSA PETROSMELISSA@SYNERGYTHERMOFOILS.COMKITCHEN / BATHCOUNTERSTEPHANIE SMITHY stephanie.smithey@caesarstoneus.comSHOWERSURROUNDS(EXCLUDES CO-LIVING)JUAN CAMARILLO JuanCamarillo@emser.comKITCHENBACKSPLASHGIUSEPPE COLUCCIcomgc@eurowest.THROUGHOUTFLOORREADE PALMERcomreade@heroflooring.BATHROOM(SCHEME A)BY CONTRACTORBATHROOM(SCHEME A)BY CONTRACTORBATHROOM(SCHEME A)BY CONTRACTORBATHROOM(SCHEME A)BY CONTRACTORBATHROOM(SCHEME A)BY CONTRACTORBATHROOM(SCHEME A)BY CONTRACTORCOLIVINGBATHROOM ONLY(SCHEME A)BY CONTRACTORBATHROOM(SCHEME A)BY CONTRACTORBATHROOM(SCHEME A)BATHROOM(SCHEME A)BY CONTRACTORBATHROOM(SCHEME A)BY CONTRACTORBATHROOM(SCHEME A)BY CONTRACTORBATHROOMBY CONTRACTORKITCHENBY CONTRACTORTHROUGHOUT WALLAND CEILINGSHELBY FOWLERSHELBY.M.FOWLER@SHERWIN.COMKITCHEN / BATHCABINETSMELISSA PETROSMELISSA@SYNERGYTHERMOFOILS.COMKITCHEN / BATHCOUNTERSSTEPHANIE SMITHY stephanie.smithey@caesarstoneus.comSHOWERSURROUNDS(EXCLUDES CO-LIVING)JUAN CAMARILLO JuanCamarillo@emser.comKITCHENBACKSPLASHGIUSEPPE COLUCCIcomgc@eurowest.THROUGHOUTFLOORREADE PALMERcomreade@heroflooring.CONTACTKITCHEN(SCHEME A)BY CONTRACTORBY CONTRACTORBATHROOM(SCHEME A)BY CONTRACTORBATHROOMBY CONTRACTORBY CONTRACTORBATHROOM(SCHEME B)BY CONTRACTORFINISH SCHEDULEA7-52CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A06-21-23 THIS SHEET IS FOR REFERENCE ONLY AND ILLUSTRATES CODE-REQUIRED MINIMUM STANDARDS FOR SITEELEMENTS OF A MULTIFAMILY DEVELOPMENT. SEE PERTINENT SHEETS, DRAWINGS, AND SPECIFICATIONS FORAPPLICATION OF THESE STANDARDS TO THIS SPECIFIC PROJECT.THE INFORMATION CONTAINED WITHIN THESE SHEETS ARE EXCERPTS FROM THE 2016 CALIFORNIA BUILDING CODE(CBC) AND APRIL 1998 FAIR HOUSING ACT (FHA) DESIGN MANUAL, AND INTENDED TO PROVIDED THE CONTRACTORTHE GENERAL REQUIREMENTS OF ACCESSIBILITY FOR THIS PROJECT. THE GENERAL CONTRACTOR SHALL BEKNOWLEDGEABLE OF AND SHALL BUILD TO ALL APPLICABLE ACCESSIBILITY CODE REQUIREMENTS, IF FURTHERINFORMATION OR CLARIFICATION IS REQUIRED, CONSULT THE ARCHITECT OR REFERENCE THE CBC AND FHADESIGN MANUAL PRIOR TO FABRICATION OR INSTALLATION OF THE WORK.BUILDING ACCESSIBILITY SHALL COMPLY WITH CBC SECTION 1102ABUILDINGS OR PORTIONS OF BUILDINGS AND FACILITIES SHALL BE ACCESSIBLE TO PERSONS WITHDISABILITIES. EACH BUILDING ON THE SITE SHALL BE CONSIDERED SEPARATELY WHEN DETERMININGTHE REQUIREMENTS OF ACCESSIBILITY, EXCEPT WHEN CALCULATING THE NUMBER OF UNITS WHICHMUST COMPLY WITH CBC SECTION 1102A.3.1. DWELLING UNITS WITHIN A SINGLE STRUCTURESEPARATED BY FIRE WALLS DO NOT CONSTITUTE SEPARATE BUILDINGS.A.MULTISTORY DWELLING UNITS IN BUILDINGS WITHOUT ELEVATORS SHALL COMPLY WITH CBCSECTION 1102A.3.1THE MINIMUM NUMBER OF MULTIFAMILY DWELLING UNITS WHICH MUST COMPLY WITH THIS CBCSECTION SHALL BE CALCULATED USING THE TOTAL NUMBER OF ALL MULTISTORY DWELLING UNITSIN BUILDINGS ON A SITE. ANY FRACTION THEREOF (OF THE 10 PERCENT REQUIRED) SHALL BEROUNDED TO THE NEXT HIGHEST WHOLE NUMBER.B.MULTISTORY DWELLING UNITS IN BUILDINGS WITH ELEVATORS SHALL COMPLY WITH CBCSECTION 1102A.3.2.C.FOR MULTISTORY DWELLING UNITS IN BUILDINGS WITH ONE OR MORE ELEVATORS, THE STORYOF THE UNIT THAT IS SERVED BY THE BUILDING ELEVATOR IS CONSIDERED A GROUND FLOORAND THE PRIMARY ENTRY FLOOR TO THE UNIT AND SHALL COMPLY.D.ALL GROUND FLOOR DWELLING UNITS IN NONELEVATOR BUILDINGS SHALL BE ADAPTABLE ANDON AN ACCESSIBLE ROUTE, UNLESS AN ACCESSIBLE ROUTE IS NOT REQUIRED AS DETERMINEDBY THE SITE IMPRACTICALITY PROVISIONS OF CBC SECTION 1150A. FOR BUILDINGS WITHELEVATORS, SEE CBC SECTION 1106AE.WHERE THE FIRST FLOOR OF A BUILDING CONTAINING DWELLING UNITS IS ABOVE GRADE , ALLUNITS ON THAT FLOOR SHALL BE SERVED BY AN ACCESSIBLE ROUTE. THIS FLOOR WILL BECONSIDERED A GROUND FLOOR AND ALL DWELLING UNITS WILL BE CONSIDERED COVEREDMULTIFAMILY DWELLING UNITS EXCEPT CARRIAGE UNITS AS DEFINED IN CBC CHAPTER 2.F.GARAGES, CARPORTS AND OTHER PARKING FACILITIES, WHICH ARE ACCESSORY TO COVEREDMULTIFAMILY DWELLING UNITS SHALL BE ACCESSIBLE.SEE CBC CHAPTER 2 FOR DEFINITION OF TERMSPARKING FACILITIES SHALL COMPLY WITH CBC SECTION 1109AA.EACH PARKING FACILITY PROVIDED FOR COVERED MULTIFAMILY DWELLINGS AND FACILITIES (e.g., SWIMMINGPOOLS, CLUB HOUSES, RECREATIONAL AREAS AND LAUNDRY ROOMS) THAT SERVE MULTIFAMILY DWELLINGSON THE BUILDING SITE SHALL SHALL PROVIDE ACCESSIBLE PARKING.B.PARKING FACILITIES SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING;1.GARAGES2.PRIVATE GARAGES3.CARPORTS4.OFF STREET PARKING (PARKING LOTS/SPACES)C.PRIVATE GARAGES ACCESSORY TO COVERED MULTIFAMILY DWELLING UNITS, SHALL BE ACCESSIBLE. PRIVATEGARAGES INCLUDE INDIVIDUAL GARAGES AND INDIVIDUAL GARAGES GROUPED TOGETHER.1.AN ATTACHED PRIVATE GARAGE DIRECTLY SERVING A SINGLE COVERED MULTIFAMILY DWELLING UNIT,PROVIDING AT LEAST ONE OF THE FOLLOWING OPTIONS, SHALL NOT BE REQUIRED TO BE ACCESSIBLE;a.A DOOR LEADING DIRECTLY FROM THE THE COVERED MULTIFAMILY DWELLING UNIT WHICHIMMEDIATELY ENTERS THE GARAGE. THE DOOR SHALL COMPLY ON BOTH SIDES WITH CBC SECTIONS1132A.1 THROUGH 1132A.10b.AN ACCESSIBLE ROUTE OF TRAVEL FROM THE COVERED DWELLING UNIT TO THE EXTERIOR DOORENTERING THE GARAGE. SEE CBC SECTIONS 1132A.1 FOR REQUIREMENTS AT BOTH EXIT DOORS.c.AN ACCESSIBLE ROUTE OF TRAVEL FROM THE DWELLING UNIT'S PRIMARY ENTRY DOOR TO THEVEHICULAR ENTRANCE AT THE GARAGE. SEE CBC SECTION 1132A.1 FOR REQUIREMENTS AT THEPRIMARY ENTRY DOOR.D.ACCESSIBLE PARKING SHALL BE PROVIDED AT A MINIMUM RATE OF 2 PERCENT OF THE COVERED MULTIFAMILYDWELLING UNITS. AT LEAST ONE SPACE OF EACH TYPE OF PARKING FACILITY SHALL BE MADE ACCESSIBLEEVEN IF THE TOTAL NUMBER EXCEEDS 2 PERCENT. WHEN ASSIGNED PARKING IS PROVIDED, SIGNAGE ASDEFINE BY CBC SECTION 1109A.8.8 IS NOT REQUIRED.E.WHEN ASSIGNED PARKING SPACES ARE PROVIDED FOR A RESIDENT OR A GROUP OF RESIDENTS, AT LEAST 2PERCENT OF THE ASSIGNED SPACES SERVING COVERED MULTIFAMILY DWELLING UNITS SHALL BEACCESSIBLE IN EACH TYPE OF PARKING FACILITY. AT LEAST ONE SPACE OF EACH TYPE OF PARKING FACILITYSHALL BE MADE ACCESSIBLE EVEN IF THE TOTAL NUMBER EXCEEDS 2 PERCENT. WHEN ASSIGNED PARKING ISPROVIDED, SIGNAGE AS DEFINE BY CBC SECTION 1109A.8.8 IS NOT REQUIRED.F.WHEN PARKING IS PROVIDED FOR COVERED MULTIFAMILY DWELLINGS AND IS NOT ASSIGNED TO A RESIDENTOR A GROUP OF RESIDENTS AT LEAST 5 PERCENT OF THE PARKING SPACES SHALL BE ACCESSIBLE ANDPROVIDE ACCESS TO GRADE-LEVEL ENTRANCES OF COVERED MULTIFAMILY DWELLINGS AND FACILITIES (e.g.,SWIMMING POOLS, CLUB HOUSES, RECREATION AREAS, AND LAUNDRY ROOMS) THAT SERVE COVEREDMULTIFAMILY DWELLINGS. ACCESSIBLE PARKING SPACE SHALL BE PROVIDED WITH SIGNAGE AS REQUIRED BYCBC SECTION 1109A.8.8. SUCH SIGNAGE SHALL NOT BE BLOCKED FROM VIEW BY A VEHICLE PARKED IN THESPACE.G.WHEN ASSIGNED PARKING IS PROVIDED, DESIGNATED ACCESSIBLE PARKING FOR THE DWELLING UNIT SHALLBE PROVIDED ON REQUEST OF RESIDENTS WITH DISABILITIES ON THE SAME TERMS AND WITH THE FULLRANGE OF CHOICES (e.g., OFF-STREET PARKING, CARPORT OR GARAGE) THAT ARE AVAILABLE FOR OTHERRESIDENTS.H.LOCATION OF PARKING SPACES SHALL COMPLY WITH THE FOLLOWING;1.ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST POSSIBLE ACCESSIBLE ROUTE TO ANACCESSIBLE BUILDING OR COVERED MULTIFAMILY DWELLING UNIT ENTRANCE. ALL VAN ACCESSIBLESPACES MAY BE GROUPED ON ONE LEVEL OF A PARKING FACILITY.2.WHEN PARKING FACILITIES ARE LOCATED ADJACENT TO A BUILDING WITH MULTIPLE ACCESSIBLEENTRANCES, ACCESSIBLE PARKING SPACES SHALL BE DISPERSED AND LOCATED NEAR THE ACCESSIBLEENTRANCES.3.WHEN PRACTICAL, THE ACCESSIBLE ROUTE SHALL NOT CROSS LANES FOR VEHICULAR TRAFFIC. WHENCROSSING VEHICULAR TRAFFIC LANES IS NECESSARY, THE ACCESSIBLE ROUTE SHALL BE DESIGNATED ANDMARKED AS A CROSSWALK.4.PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING SHALL HAVE ACCESSIBLE PARKINGSPACES LOCATED ON THE SHORTEST POSSIBLE ACCESSIBLE ROUTE TO AN ACCESSIBLE PEDESTRIANENTRANCE TO THE PARKING FACILITY.5.ACCESSIBLE PARKING SPACES SHALL BE LOCATED SO THAT PERSONS WITH DISABILITIES ARE NOTCOMPELLED TO WHEEL OR WALK BEHIND PARKED CARS OTHER THAN THEIR OWN, EXCEPT, WHEN THEENFORCING AGENCY DETERMINES THAT COMPLIANCE WITH THIS REQUIREMENT OR PROVIDINGEQUIVALENT FACILITATION WOULD CREATE AN UNREASONABLE HARDSHIP, PARKING SPACES MAY BEPROVIDED WHICH WOULD REQUIRE A PERSON WITH PHYSICAL DISABILITIES TO WHEEL OR WALK BEHINDOTHER THAN ACCESSIBLE PARKING SPACES.ACCESSIBLE PARKING DESIGN AND CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING;A.ALL ENTRANCES, EXITS AND VEHICULAR PASSAGEWAYS TO AND FROM REQUIRED ACCESSIBLE PARKINGSPACES WITHIN PARKING FACILITIES, SHALL HAVE A MINIMUM VERTICAL CLEARANCE OF 8'-2" FROM THE FLOORTO THE LOWEST PROJECTION OF THE CEILING. REFLECTIVE WARNING SIGNS COMPLYING WITH CBC CHAPTER11B FOR CHARACTER HEIGHT SHALL BE INSTALLED AT ALL TRANSITIONS FROM THE 8'-2" CEILING TO LOWERCEILING HEIGHTS IN VEHICULAR PASSAGEWAYS IN THE SAME PARKING LEVEL.B.PARKING SPACES SHALL BE ARRANGED TO COMPLY WITH THE FOLLOWING;1.IN EACH PARKING AREA, A BUMPER OR CURB SHALL BE PROVIDED AND LOCATED TO PREVENT THEENCROACHMENT OF CARS OVER THE REQUIRED WIDTH OF WALKWAYS2.RAMPS, INCLUDING CURB RAMPS, SHALL NOT ENCROACH INTO ANY ACCESSIBLE PARKING SPACE OR THEADJACENT LOADING AND UNLOADING ACCESS AISLE.C.SURFACE SLOPES OF ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE THE MINIMUM POSSIBLEAND SHALL NOT EXCEED 14" PER FOOT (2 PERCENT GRADIENT) IN ANY DIRECTION.D.PARKING SPACES ADJACENT TO ACCESSIBLE PARKING SPACES SHALL NOT BE CONSIDERED AS LOADING ORUNLOADING ACCESS AISLES.ACCESSIBLE PARKING SPACE SIZES SHALL COMPLY WITH CBC SECTIONS 1109A.8.5 & 1109A.8.6A.WHERE ACCESSIBLE SINGLE SPACES ARE PROVIDED, THEY SHALL BE CONSTRUCTED INACCORDANCE WITH THE FOLLOWING:1.SINGLE SPACES SHALL BE 14' WIDE AND LINED TO PROVIDE A 9' WIDE PARKING AREA WITH A 5'WIDE LOADING AND UNLOADING ACCESS AISLE ON THE PASSENGER SIDE OF THE VEHICLEWITH THE VEHICLE PARKED IN THE FORWARD POSITION.2.WHEN MORE THAN ONE SPACE IS PROVIDED, TWO 9' WIDE PARKING SPACES MAY BE LINEDWITH ONE ON EACH SIDE OF THE 5' WIDE LOADING AND UNLOADING ACCESS AISLE.3.THE MINIMUM LENGTH OF THE PARKING SPACE SHALL BE 18'.4.THE LOADING AND UNLOADING ACCESS AISLE SHALL BE MARKED BY A BORDER PAINTEDBLUE. WITHIN THE BORDER, HATCHED LINES A MAXIMUM OF 36" ON CENTER SHALL BEPAINTED A CONTRASTING COLOR WITH THE PARKING SURFACE, PREFERABLY BLUE OR WHITE.THE WORDS "NO PARKING" SHALL BE PAINTED ON THE GROUND SURFACE WITHIN EACH 5FOOT WIDE LOADING AND UNLOADING ACCESS AISLE. THIS NOTICE SHALL BE PAINTED INLETTERS ON LESS THAN 12" HIGH AND LOCATED SO THAT IT IS VISIBLE TO TRAFFICENFORCEMENT OFFICIALS.B.ONE IN EVERY EIGHT ACCESSIBLE SPACES, BUT NOT LESS THAN ONE, SHALL BE VAN ACCESSIBLEAND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING:1.EACH SPACE SHALL BE SERVED BY A LOADING AND UNLOADING ACCESS AISLE 8' WIDE,PLACES ON THE PASSENGER SIDE WITH THE VEHICLE PARKED IN THE FORWARD POSITION.2.THE MINIMUM LENGTH OF EACH PARKING SPACE SHALL BE 18'.3.EACH SPACE SHALL BE DESIGNATED BY SIGNAGE AS "VAN ACCESSIBLE"4.ALL "VAN ACCESSIBLE" SPACES MAY BE GROUPED ON ONE LEVEL OF A PARKING FACILITY.5.THE LOADING AND UNLOADING ACCESS AISLE SHALL BE MARKED BY A BORDER PAINTEDBLUE. WITHIN THE BORDER, HATCHED LINES A MAXIMUM OF 36" ON CENTER SHALL BEPAINTED A CONTRASTING COLOR WITH THE PARKING SURFACE, PREFERABLY BLUE OR WHITE.THE WORDS "NO PARKING" SHALL BE PAINTED ON THE GROUND SURFACE WITHIN EACH 8FOOT WIDE LOADING AND UNLOADING ACCESS AISLE. THIS NOTICE SHALL BE PAINTED INLETTERS ON LESS THAN 12" HIGH AND LOCATED SO THAT IT IS VISIBLE TO TRAFFICENFORCEMENT OFFICIALS.ACCESSIBLE PARKING SIGNAGE SHALL COMPLY WITH CBC SECTION 1109A.8.8A.EACH ACCESSIBLE PARKING SPACE RESERVED FOR PERSONS WITH DISABILITIES SHALL BEIDENTIFIED BY A REFLECTIVE SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO ANDVISIBLE FROM EACH STALL OR SPACE CONSISTING OF THE "INTERNATIONAL SYMBOL OFACCESSIBILITY" IN WHITE ON A DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLERTHAN 70 SQUARE INCHES IN AREA AND, WHEN IN A PATH OF TRAVEL, SHALL BE POSTED AT AMINIMUM HEIGHT OF 80" FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISH GRADE.SIGNS MAY ALSO BE CENTERED ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE ATA MINIMUM HEIGHT OF 60" FROM THE PARKING SPACE FINISH GRADE, GROUND OR SIDEWALK.VAN ACCESSIBLE SPACES SHALL COMPLY WITH CBC SECTION 1109A.8.6 AND SHALL HAVE ANADDITIONAL SIGN OR LANGUAGE STATING "VAN ACCESSIBLE" BELOW THE SYMBOL OFACCESSIBILITY.B.NOTE.WHEN ASSIGNED RESIDENT PARKING IS PROVIDED, SIGNAGE IS NOT REQUIRED EXCEPT FORVISITOR PARKING SPACES.B.ADDITIONAL SIGNAGE SHALL ALSO BE POSTED IN A CONSPICUOUS PLACE AT EACH ENTRANCE TOOFF-STREET PARKING FACILITIES OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACHACCESSIBLE STALL OR SPACE. THE SIGN SHALL NOT BE LESS THAN 17" BY 22" IN SIZE WITHLETTERING NOT LESS THAN 1" IN HEIGHT, AND SHALL CLEARLY STATE THE FOLLOWING:"UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLESPACES NOT DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATESISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THEOWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT____________________ OR BY TELEPHONING ________________."BLANK SPACES ARE TO BE FILLED IN WITH APPROPRIATE INFORMATION AS A PERMANENT PART OFTHE SIGN.C.IN ADDITION TO THE THE ABOVE REQUIREMENTS, THE SURFACE OF EACH ACCESSIBLE PARKINGSPACE SHALL HAVE A SURFACE IDENTIFICATION DUPLICATING EITHER OF THE FOLLOWINGSCHEMES:1.BY OUTLINING OR PAINTING THE STALL OR SPACE IN BLUE AND OUTLINING ON THEGROUND IN THE STALL OR SPACE IN WHITE OR SUITABLE CONTRASTING COLOR THE"INTERNATIONAL SYMBOL OF ACCESSIBILITY" ; OR,2.BY OUTLINING THE "INTERNATIONAL SYMBOL OF ACCESSIBILITY" IN WHITE ON A BLUEBACKGROUND. THE "INTERNATIONAL SYMBOL OF ACCESSIBILITY" SHALL BE LOCATEDSO THAT IT IS VISIBLE TO A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE ISPROPERLY PARKED IN THE SPACE AND SHALL BE 36" HIGH BY 36" WIDE.NOPARKINGMINIMUM 70 SQUARE INCHACCESSIBILITY PARKING SIGNAGEEITHER POST OR WALL MOUNTEDPER "PARKING SIGNAGE" DETAIL,NOTE A, ON THIS SHEET. (CBCSECTION 1109A.8.8.)18'-0" ACCESSIBLE PARKING STALL DEPTH CONCRETE WHEEL STOPAS REQUIRED BY LOCALJURISDICTIONLOADING AND UNLOADING ACCESSAISLE STRIPING AND "NO PARKING"GROUND SURFACE IDENTIFICATIONPER DETAIL 5, NOTES A.4 AND B.5ON THIS SHEET (CBC SECTIONS1109A.8.5 AND 1109A.8.6).SURFACE IDENTIFICATION ATACCESSIBLE STALLS USING THE"INTERNATIONAL SYMBOL OFACCESSIBILITY" PER DETAIL 9,NOTE C ON THIS SHEET. (CBCSECTION 1109A.8.8)9'-0" ACCESSIBLEPARKING STALL WIDTH5'-0" AT STD. STALL8'-0" AT VAN STALLLOADING ANDUNLOADINGACCESS AISLE3'-0"3'-0"12"12"PEDESTRIAN ROUTESINGLE ACCESSIBLESTALL PER DETAIL 5, NOTEA.1 ON THIS SHEETDOUBLE ACCESSIBLESTALL PER DETAIL 5, NOTEA.2 ON THIS SHEETWALL WHERE OCCURS48" MINIMUM CLEAR LOADING AND UNLOADING ACCESSAISLE BORDER GROUND SURFACEIDENTIFICATION PER DETAIL 5,NOTES A.4 AND B.5 ON THIS SHEET(CBC SECTIONS 1109A.8.5 AND1109A.8.6).SEE DETAIL 4, ACCESSIBLE PARKINGDESIGN AND CONSTRUCTION NOTES,DETAIL 5, AND DETAIL 9 ON THISSHEET FOR ADDITIONALINFORMATIONSTALL DIMENSIONS TO CENTERLINEOF STRIPE, TYPICALEXTERIOR ROUTES OF TRAVEL SHALL COMPLY WITH CBC SECTIONS 1110A.A.WHEN A BUILDING OR A PORTION OF A BUILDING IS REQUIRED TO BE ACCESSIBLE OR ADAPTABLE,AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO ALL PORTIONS OF THE BUILDING, ACCESSIBLEBUILDING ENTRANCES AND BETWEEN THE BUILDING AND THE PUBLIC WAY. THE ACCESSIBLEROUTE SHALL BE THE MOST PRACTICAL AND DIRECT ROUTE TO THE MAXIMUM EXTENT FEASIBLE,COINCIDE WITH THE ROUTE FOR THE GENERAL PUBLIC AND BUILDING RESIDENTS. EXTERIORACCESSIBLE ROUTES SHALL BE PROVIDED AS FOLLOWING:1.WHERE MORE THAN ONE ROUTE OF TRAVEL IS PROVIDED , ALL ROUTES SHALL BEACCESSIBLE..2.AT LEAST ONE ACCESSIBLE ROUTE WITHIN THE BOUNDARY OF THE SITE SHALL BE PROVIDEDFROM PUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING AND ACCESSIBLE LOADINGAND UNLOADING ZONES, AND PUBLIC STREETS OR SIDEWALKS TO THE ACCESSIBLE BUILDINGENTRANCE THEY SERVE.3.AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, FACILITIES,ELEMENTS AND SPACES THAT ARE ON THE SAME SITE. ACCESSIBLE ROUTES SHALL BEPROVIDED BETWEEN ACCESSIBLE BUILDINGS AND SITE ACCESSIBLE FACILITIES WHEN MORETHAN ONE BUILDING OR FACILITY IS LOCATED ON THE SITE.4.AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDING OR FACILITYENTRANCES WITH ALL ACCESSIBLE SPACES, ELEMENTS, AND COVERED MULTIFAMILYDWELLING UNITS.5.AN ACCESSIBLE ROUTE SHALL CONNECT AT LEAST ONE ACCESSIBLE ENTRANCE TO EACHCOVERED MULTIFAMILY DWELLING UNIT WITH EXTERIOR SPACES AND FACILITIES THAT SERVETHE DWELLING UNIT.6.WHERE ELEVATORS ARE PROVIDED FOR VERTICAL ACCESS, ALL ELEVATORS SHALL BEACCESSIBLE.NOTE: IF THE SLOPE OF THE FINISH GRADE BETWEEN COVERED MULTIFAMILY DWELLINGSAND A PUBLIC USE OR COMMON USE FACILITY (INCLUDING PARKING) EXCEEDS 1 UNITVERTICAL IN 12 UNITS HORIZONTAL (8.33-PERCENT SLOPE), OR WHERE OTHER PHYSICALBARRIERS (NATURAL OR ARTIFICIAL) OR LEGAL RESTRICTIONS, ALL OF WHICH ARE OUTSIDETHE CONTROL OF THE OWNER, PREVENT THE INSTALLATION OF AN ACCESSIBLE ROUTE, ANACCEPTABLE ALTERNATIVE IS TO PROVIDE ACCESS BY A VEHICULAR ROUTE, PROVIDED;a.THERE IS ACCESSIBLE PARKING ON AN ACCESSIBLE ROUTE FOR AT LEAST 2 PERCENT OFTHE COVERED MULTIFAMILY DWELLING UNITS, ANDb.NECESSARY SITE PROVISIONS SUCH AS PARKING SPACES AND CURB RAMPS ARE PROVIDEDAT THE PUBLIC USE OR COMMON USE FACILITY.B.SIGNS AT EVERY PRIMARY PUBLIC ENTRANCE AND AT EVERY MAJOR JUNCTION WHERE THEACCESSIBLE ROUTE DIVERGES FROM THE CIRCULATION PATH ALONG OR LEADING TO ANACCESSIBLE ROUTE, ENTRANCE OR FACILITY, THERE SHALL BE A SIGN DISPLAYING THE"INTERNATIONAL SYMBOL OF ACCESSIBILITY." SIGNS SHALL INDICATE THE DIRECTION TOACCESSIBLE BUILDING ENTRANCES AND FACILITIES AND COMPLY WITH THE REQUIREMENTS OFCBC SECTION 1143A.2.C.IF CARPET OR CARPET TILE IS USED IN A COMMON-USE OR PUBLIC-USE AREA ON A GROUND ORFLOOR SURFACE, IT SHALL HAVE FIRM BACKING OR NO BACKING. THE MAXIMUM PILE HEIGHTSHALL BE LIMITED TO 12". EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACESAND SHALL HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET TRIM SHALLCOMPLY WITH THE REQUIREMENTS FOR CHANGES IN LEVEL. SEE NOTES A & B BELOW IN THISDETAIL FOR ADDITIONAL INFORMATION.D.RECESSED DOOR MATS SHALL BE ADEQUATELY ANCHORED TO PREVENT INTERFERENCE WITHWHEELCHAIR TRAFFIC.CHANGES IN LEVEL ON ACCESSIBLE ROUTES SHALL COMPLY WITH CBC SECTIONS 1111A.A.ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 12". WHENCHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1UNIT VERTICAL IN 2 UNITS HORIZONTAL (50-PERCENT SLOPE). CHANGES IN HEIGHT NOTEXCEEDING 14" MAY BE VERTICAL.B.CHANGES IN LEVEL GREATER THAN 12" SHALL BE MADE BY MEANS OF A SLOPED SURFACE NOTGREATER THAN 1 UNIT VERTICAL IN 20 UNITS HORIZONTAL (5-PERCENT SLOPE), OR A CURB RAMP,RAMP, ELEVATOR OR PLATFORM (WHEELCHAIR) LIFT. STAIRS SHALL NOT BE PART OF ANACCESSIBLE ROUTE. WHEN STAIRS ARE LOCATED ALONG OR ADJACENT TO AN ACCESSIBLEROUTE THEY SHALL COMPLY WITH CBC SECTION 1115A FOR EXTERIOR STAIRWAYS.CURB RAMPS ON ACCESSIBLE ROUTES SHALL COMPLY WITH CBC SECTIONS 1112A.A.CURB RAMPS WITHIN THE BOUNDARY OF THE SITE SHALL BE CONSTRUCTED AT EACH CORNEROF STREET INTERSECTIONS AND WHERE A PEDESTRIAN WAY CROSSES A CURB. THEPREFERRED AND RECOMMENDED LOCATION FOR CURB RAMPS IS ON THE CENTER OF THECROSSWALK AT EACH STREET CORNER. WHERE IT IS NECESSARY TO LOCATE A RAMP IN THECENTER OF A CURB RETURN, THE STREET SURFACES SHALL BE MARKED TO IDENTIFYPEDESTRIAN CROSSWALKS, AND THE LOWER END OF THE CURB RAMP SHALL TERMINATEWITHIN SUCH CROSSWALK AREAS. CURB RAMPS DO NOT REQUIRE HANDRAILS.B.CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT OBSTRUCTION BY PARKEDCARS. BUILT-UP CURB RAMPS SHALL BE BUILT SO THAT THEY DO NOT PROJECT INTOVEHICULAR TRAFFIC LANES, PARKING SPACES OR THE ADJACENT LOADING AND UNLOADINGACCESS AISLE.C.CURB RAMPS SHALL BE A MINIMUM OF 48" IN WIDTH.D.IF DIAGONAL (OR CORNER TYPE) CURB RAMPS HAVE RETURN CURBS OR OTHER WELL DEFINEDEDGES, SUCH EDGES SHALL BE PARALLEL TO THE DIRECTION OF TRAFFIC FLOW. THE BOTTOMOF DIAGONAL CURB RAMPS SHALL HAVE A 48" MINIMUM CLEAR SPACE (IN THE DIRECTION OFTRAVEL). IF DIAGONAL CURB RAMPS ARE PROVIDES AT MARKED CROSSINGS, THE 48" CLEARSPACE SHALL BE WITHIN THE MARKINGS. IF DIAGONAL CURB RAMPS HAVE FLARED SIDES, THEYSHALL ALSO HAVE AT LEAST A 24" LONG SEGMENT OF STRAIGHT CURB LOCATED ON EACH SIDEOF THE CURB RAMP AND WITHIN THE MARKED CROSSING. SEE CBC FIGURES 11A-3A THROUGH11A-3L.E.THE SLOPE OF CURB RAMPS SHALL NOT EXCEED 1 UNIT VERTICAL TO 12 UNITS HORIZONTAL(8.33-PERCENT SLOPE) AND SHALL LIE, GENERALLY, IN A SINGLE SLOPED PLANE. TRANSITIONSFROM RAMPS TO WALKS, GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPTCHANGES. MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELYADJACENT TO THE CURB RAMP, OR ACCESSIBLE ROUTE SHALL NOT EXCEED 1 UNIT VERTICALTO 20 UNITS HORIZONTAL (5-PERCENT SLOPE) WITHIN FOUR FEET OF THE TOP AND BOTTOM OFTHE CURB RAMP.IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE THE RAMP, THEN ITSHALL HAVE FLARED SIDES; THE MAXIMUM SLOPE OF THE FLARE SHALL BE 1UNIT VERTICAL IN 10UNITS HORIZONTAL (10-PERCENT SLOPE). CURB RAMPS WITH RETURNED CURBS MAY BE USEDWHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. SEE CBC FIGURES11A-3A THROUGH 11A-3L.F.A LEVEL LANDING 48" DEEP SHALL BE PROVIDED AT THE UPPER END OF EACH CURB RAMP OVERITS FULL WIDTH TO PERMIT SAFE EGRESS FROM THE RAMP SURFACE, OR THE SLOPE OF THEFANNED OR FLARED SIDES OF THE CURB RAMP, SHALL NOT EXCEED 1 UNIT VERTICAL TO 12UNITS HORIZONTAL (8.33-PERCENT SLOPE).G.THE SURFACE OF EACH CURB RAMP AND ITS FLARED SIDES SHALL BE STABLE, FIRM AND SLIPRESISTANT AND SHALL BE OF A CONTRASTING FINISH FROM THAT OF THE ADJACENT SIDEWALK.ALL CURB RAMPS SHALL HAVE A GROOVED BORDER 12" WIDE AT THE LEVEL SURFACE OF THESIDEWALK ALONG THE TOP AND EACH SIDE APPROXIMATELY 34" ON CENTER. ALL CURB RAMPSCONSTRUCTED BETWEEN THE FACE OF CURB AND THE STREET SHALL HAVE A GROOVEDBORDER AT THE LEVEL SURFACE OF THE SIDEWALK. SEE CBC FIGURES 11A-3A THROUGH 11A-3K.H.DETECTABLE WARNINGS SHALL BE PROVIDED IN ACCORDANCE WITH CBC SECTION 11B-247.1AND SHALL COMPLY WITH CBC SECTION 11B-705.1.1. DETECTABLE WARNINGS SHALL BE PROVIDED WHERE REQUIRED BY CBC SECTION 11B-247.1.2.2. PLATFORM BOARDING EDGES SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH CBC SECTIONS 11B-705.1.2.1.3. CURB RAMPS SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH CBC SECTIONS 11B-705.1.1 AND 11B-705.1.2.2. 4. ISLANDS OR CUT THROUGH MEDIANS SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH CBC SECTIONS 11B-705.1 AND 11B-705.1.2.35. BUS STOP PADS SHALL PROVIDE A SQUARE CURB SURFACE OR DETECTABLE WARNINGS COMPLYING WITH CBC SECTIONS 11B-705.1.1 AND 11B-705.1.2.4.6. IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND THE VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING COMPLYING WITH CBC SECTIONS 11B-705.1.1 AND 11B-705.1.2.57. THE EDGES OF REFLECTING POOLS SHALL BE PROTECTED BY RAILINGS, WALLS, WARNING CURBS OR DETECTABLE WARNINGS COMPLYING WITH CBC SECTIONS 11B-705.1.1 AND 11B-705.1.2.6.8. WHERE IT IS NECESSARY TO CROSS TRACKS TO REACH TRANSIT BOARDING PLATFORMS, DETECTABLE WARNINGS COMPLYING WITH CBC SECTIONS 11B-705.1.1 AND 11B-705.1.2.7 SHALL BE PROVIDED.WALKS AND SIDEWALKS ON AN ACCESSIBLE ROUTE SHALL COMPLY WITH CBC SECTIONS 1113A.A.WALKS AND SIDEWALKS ON AN ACCESSIBLE PATH SHALL HAVE A CONTINUOUS COMMON SURFACE, NOTINTERRUPTED BY STEPS OR ABRUPT CHANGES IN ELEVATION EXCEEDING 12" .1.WALKS AND SIDEWALKS SHALL BE A MINIMUM OF 48" IN WIDTH, EXCEPT THAT WALKS SERVING ANINDIVIDUAL DWELLING UNIT IN COVERED MULTIFAMILY BUILDINGS MAY BE REDUCED TO 36" IN CLEARWIDTH EXCEPT AT DOORS.2.SURFACES SHALL BE SLIP RESISTANT AS FOLLOWS:a.SURFACES WITH A SLOPE OF LESS THAN 6 PERCENT GRADIENT SHALL BE AS SLIP RESISTANT ASTHAT DESCRIBED AS A MEDIUM SALTED FINISH.b.SURFACES WITH A SLOPE OF 6 PERCENT OR GREATER GRADIENT SHALL BE SLIP RESISTANT.c.SURFACE CROSS SLOPES SHALL NOT EXCEED 14" PER FOOT (2-PERCENT SLOPE) EXCEPT WHENTHE ENFORCING AGENCY FINDS THAT DUE TO LOCAL CONDITIONS IT CREATES ANUNREASONABLE HARDSHIP, THE CROSS SLOPE MAY BE INCREASED TO 12" PER FOOT (4-PERCENTSLOPE) FOR DISTANCES NOT TO EXCEED 20 FEETB.ALL WALKS ON AN ACCESSIBLE ROUTE WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT LEAST60" IN LENGTH AT INTERVALS OF AT LEAST EVERY 400 FEET.C.WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK ON AN ACCESSIBLE ROUTE EXCEEDS 1 UNITVERTICAL IN 20 UNITS HORIZONTAL (5-PERCENT SLOPE), IT SHALL COMPLY WITH THE RAMP PROVISIONS.SEE SHEET A-530 FOR ADDITIONAL INFORMATION.D.ALL WALKS ON AN ACCESSIBLE ROUTE SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60" BY 60"AT A DOOR OR GATE THAT SWINGS TOWARD THE WALK , AND NOT LESS THAN 48" WIDE BY 44" DEEP AT ADOOR OR GATE THAT SWINGS AWAY FROM THE WALK.E.THE BOTTOM 10" OF ALL DOORS AND/OR GATES EXCEPT AUTOMATIC AND SLIDING DOORS OR GATES SHALLHAVE A SMOOTH , UNINTERRUPTED SURFACE TO ALLOW THE DOOR OR GATE TO BE OPENED BY AWHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAMEDOORS ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR,WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAPOR HAZARDOUS CONDITION.F.WALKS, SIDEWALKS AND PEDESTRIAN WAYS ON AN ACCESSIBLE ROUTE SHALL BE FREE OF GRATINGSWHENEVER POSSIBLE. GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE AREAS, GRID OPENINGS INGRATINGS SHALL BE LIMITED TO 12" IN THE DIRECTION OF TRAVEL FLOW. EXCEPTIONS ARE AS FOLLOW:1.WHERE THE ENFORCEMENT AGENCY DETERMINES THAT COMPLIANCE WITH THIS SECTION WOULDCREATE AN UNREASONABLE HARDSHIP, AN EXCEPTION MAY BE GRANTED WHEN EQUIVALENTFACILITATION IS PROVIDED.2.THIS SECTION SHALL NOT APPLY IN THOSE CONDITIONS WHERE, DUE TO LEGAL OR PHYSICALCONSTRAINTS, ALL OR PORTIONS OF THE SITE OF THE PROJECT WILL NOT ALLOW COMPLIANCE WITHTHESE BUILDING STANDARDS OR EQUIVALENT FACILITATION ON ALL PORTIONS OF ONE SITE WITHOUTCREATING AN UNREASONABLE HARDSHIP.EXTERIOR RAMPS AND LANDINGS ON AN ACCESSIBLE ROUTE SHALL COMPLY WITH CBC SECTIONS 1114A.A.THE WIDTH OF RAMPS SHALL BE CONSISTENT WITH THE REQUIREMENTS FOR EXITS PER CBC CHAPTER 10.IN NO CASE SHALL A RAMP WIDTH BE LESS THAN THE FOLLOWING:1.RAMPS SERVING ACCESSIBLE ENTRANCES TO COVERED MULTIFAMILY BUILDINGS WHERE A RAMP ISTHE ONLY EXIT DISCHARGE PATH AND SERVES AN OCCUPANT LOAD OF 300 OR MORE SHALL HAVE AMINIMUM CLEAR WIDTH OF 60".2.RAMPS SERVING ACCESSIBLE ENTRANCES OF COVERED MULTIFAMILY DWELLINGS WITH ANOCCUPANT LOAD OF 10 OR LESS MAY BE 36" IN CLEAR WIDTH.3.ALL OTHER RAMPS SHALL HAVE A MINIMUM CLEAR WIDTH OF 48".4.HANDRAILS, CURBS, WHEEL GUIDES AND/OR APPURTENANCES SHALL NOT PROJECT INTO THEREQUIRED CLEAR WIDTH OF A RAMP. SEE NOTE G BELOW FOR ADDITIONAL INFORMATION.B.THE MAXIMUM SLOPE OF RAMPS ON AN ACCESSIBLE ROUTE SHALL BE NO GREATER THAN 1 VERTICAL UNITIN 12 UNITS HORIZONTAL (8.33-PERCENT SLOPE). TRANSITIONS FROM RAMPS TO WALKS, GUTTERS ORSTREETS SHALL BE FLUSH AND FREE FROM ABRUPT CHANGES. RAMPS SERVING DECKS, PATIOS ANDBALCONIES ARE EXEMPT AND MUST COMPLY WITH CBC SECTION 1132A.4.C.THE CROSS SLOPE OF RAMP SURFACES SHALL BE NO GREATER THAN 14" PER FOOT (2-PERCENT SLOPE).D.OUTDOOR RAMPS, RAMP LANDINGS AND THEIR APPROACHES SHALL BE DESIGNED AND CONSTRUCTED SOTHAT WATER WILL NOT ACCUMULATE ON THE WALKING SURFACE.E.RAMP LANDINGS SHALL BE LEVEL AND COMPLY WITH THE FOLLOWING:1.LANDINGS SHALL BE PROVIDED AT THE TOP AND THE BOTTOM OF EACH RAMP. INTERMEDIATELANDINGS SHALL BE PROVIDED AT INTERVALS NOT EXCEEDING 30" OF VERTICAL RISE AND AT EACHCHANGE OF DIRECTION. LANDINGS ARE NOT CONSIDERED IN DETERMINING THE MAXIMUMHORIZONTAL DISTANCE OF EACH RAMP.2.TOP LANDINGS SHALL NOT BE LESS THAN 60" WIDE. TOP LANDING SHALL HAVE A MINIMUM LENGTH OF60" IN THE DIRECTION OF THE RAMP RUN. SEE DETAIL 4 ON THIS SHEET FOR MANEUVERINGCLEARANCES AT DOORS.3.THE WIDTH OF BOTTOM AND INTERMEDIATE LANDINGS SHALL NOT BE LESS THAN THE WIDTH OF THERAMP.4.DOORS IN ANY POSITION SHALL NOT REDUCE THE MINIMUM DIMENSION OF THE LANDING TO LESSTHAN 42" AND SHALL NOT REDUCE THE REQUIRED EXIT WIDTH BY MORE THAN 3" WHEN FULLY OPEN.5.THE WIDTH OF THE LANDING SHALL COMPLY WITH THE STRIKE EDGE EXTENSION AND MANEUVERINGSPACE AT DOORS PER DETAIL 4 ON THIS SHEET.6.INTERMEDIATE AND BOTTOM LANDINGS AT A CHANGE IN DIRECTION IN EXCESS OF 30 DEGREES SHALLHAVE A LENGTH IN THE DIRECTION OF RAMP RUN OF NOT LESS THAN 72".7.OTHER INTERMEDIATE LANDINGS SHALL HAVE A DIMENSION IN THE DIRECTION OF RAMP RUN NOTLESS THAN 60".F.RAMPS MORE THAN 30" IN HEIGHT ABOVE THE ADJACENT FLOOR OR GROUND AND OPEN ON ONE OR BOTHSIDES SHALL BE PROVIDED WITH GUARDRAILS AS REQUIRED BY CBC SECTION 1012. GUARDS SHALL BECONTINUOUS FROM THE TOP OF THE RAMP TO THE BOTTOM OF THE RAMP.G.RAMP HANDRAILS SHALL COMPLY WITH THE FOLLOWING:1.HANDRAILS SHALL BE PROVIDED AT EACH SIDE OF RAMPS WHEN THE SLOPE EXCEEDS 1 UNITVERTICAL IN 20 UNITS HORIZONTAL (5-PERCENT SLOPE). HANDRAILS SHALL BE CONTINUOUS EXCEPTAT THE FOLLOWING LOCATIONS:a.CURB RAMPSb.RAMPS THAT SERVE AN INDIVIDUAL DWELLING UNIT MAY HAVE ONE HANDRAIL, EXCEPT THATRAMPS OPEN ON ONE OR BOTH SIDES SHALL HAVE HANDRAILS PROVIDED ON THE OPEN SIDE ORSIDES.c.RAMPS AT EXTERIOR DOOR LANDINGS WITH LESS THAN 6" RISE OR LESS THAN 72" IN LENGTH..2.HANDRAIL CONFIGURATIONS SHALL COMPLY WITH THE FOLLOWING:a.THE TOP OF HANDRAILS SHALL BE 34" TO 38" ABOVE THE RAMP SURFACE.b.HANDRAILS SHALL EXTEND A MINIMUM 12" BEYOND THE TOP AND THE BOTTOM OF THE RAMP.WHERE THE EXTENSION CREATES A HAZARD, THE TERMINATION OF THE EXTENSION SHALL BEROUNDED AND RETURN SMOOTHLY TO THE FLOOR WALL OR POST.c.HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF 1 12" BETWEEN THE WALL AND THEHANDRAIL. HANDRAILS SHALL NOT REDUCE THE REQUIRED MINIMUM CLEAR WIDTH OF THE RAMP.HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS A MAXIMUM OF 3" DEEP ANDEXTENDS AT LEAST 18" ABOVE THE TOP OF THE RAIL. ANY WALL OR SURFACE ADJACENT TO THEHANDRAIL SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS.d.THE HANDGRIP PORTION OF THE HANDRAIL SHALL NOT BE LESS THAN 114" NOR MORE THAN 2" INCROSS-SECTIONAL DIMENSION OR SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE.THE HANDGRIP PORTION OF HANDRAILS SHALL HAVE A SMOOTH SURFACE WITH NO SHARPCORNERS. EDGES SHALL HAVE A MINIMUM RADIUS OF 18". HANDRAILS SHALL NOT ROTATE WITHINTHEIR FITTINGS.H.RAMPS EXCEEDING 10' IN LENGTH AND RAMP LANDINGS HAVING A VERTICAL DROP EXCEEDING 4", NOTBOUND BY WALLS OR A FENCE, SHALL BE PROVIDED WITH ONE OF THE FOLLOWING:1.GUIDE CURBS A MINIMUM 2" IN HEIGHT AT EACH SIDE; OR2.WHEEL GUIDE RAILS AT EACH SIDE, CENTERED AT 2" TO 4" ABOVE THE SURFACE OF THE RAMP ORRAMP LANDING.EXTERIOR STAIRWAYS SERVING BUILDINGS ON A SITE CONTAINING MULTIFAMILY DWELLING UNITS SHALLCOMPLY WITH CBC SECTIONS 1115A.A.OPEN RISERS ARE NOT PERMITTED ON EXTERIOR STAIRWAYS EXCEPT FOR THE FOLLOWING:1.AN OPENING OF NOT MORE THAN 12" MAY BE PERMITTED BETWEEN THE BASE OF THE RISER AND THEBASE OF THE TREAD.2.RISERS CONSTRUCTED OF GRATING CONTAINING OPENINGS OF NOT MORE THAN 12" MAY BEPERMITTED.B.TREAD SURFACES SHALL BE SLIP RESISTANT. TREADS SHALL HAVE SMOOTH, ROUNDED OR CHAMFEREDEXPOSED EDGES, AND NO ABRUPT EDGES AT THE NOSING (LOWER FRONT EDGE).C.NOSING SHALL NOT PROJECT MORE THAN 114" PAST THE FACE OF THE RISER BELOW. RISERS SHALL BESLOPED OR THE UNDERSIDE OF THE NOSING SHALL HAVE AN ANGLE NOT MORE THAN 30 DEGREES FROMTHE VERTICALD.EXTERIOR STAIRS SERVING BUILDINGS ON A SITE CONTAINING MULTIFAMILY DWELLING UNITS SHALL HAVETHE UPPER APPROACH AND ALL TREADS MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST. THESTRIPE SHALL BE A MINIMUM 2" WIDE TO A MAXIMUM 4" WIDE PLACED PARALLEL TO AND NOT MORE THAN I"FROM THE NOSE OF THE STEP OR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THESTEP OR UPPER APPROACH AND SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THEOTHER TREADS OF THE STAIR. A PAINTED STRIPE IS ACCEPTABLE.E.STAIR HANDRAILS SHALL COMPLY WITH THE FOLLOWING:1.STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. INTERMEDIATE HANDRAILS SHALL BE LOCATEDEQUIDISTANT FROM THE SIDES OF THE STAIRWAY AND COMPLY WITH CBC SECTION 1014.9.STAIRWAYS SERVING AN INDIVIDUAL DWELLING UNIT ARE EXEMPT AND MAY HAVE ONE HANDRAIL,EXCEPT THAT STAIRWAYS OPEN ON ONE OR BOTH SIDES SHALL HAVE HANDRAILS ON THE OPEN SIDEOR SIDES.2.HANDRAIL CONFIGURATIONS SHALL COMPLY WITH THE FOLLOWING:a.THE TOP OF HANDRAILS SHALL BE 34" TO 38" ABOVE THE NOSING OF THE TREADS.b.ENDS SHALL BE RETURNED OR TERMINATE IN NEWEL POST OR SAFETY TERMINALS.c.HANDRAILS SHALL EXTEND A MINIMUM 12" BEYOND THE TOP NOSING AND 12", PLUS THE TREADWIDTH BEYOND THE BOTTOM NOSING. WHERE THE EXTENSION CREATES A HAZARD, THETERMINATION OF THE EXTENSION SHALL BE ROUNDED AND RETURN SMOOTHLY TO THE FLOORWALL OR POST. WHERE STAIRS ARE CONTINUOUS FROM LANDING TO LANDING, THE INNER RAILSHALL BE CONTINUOUS AND NEED NOT EXTEND OUT ONTO THE LANDING.d.HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF 1 12" BETWEEN THE WALL AND THEHANDRAIL. HANDRAILS SHALL NOT REDUCE THE REQUIRED MINIMUM CLEAR WIDTH OF THE RAMP.HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS A MAXIMUM OF 3" DEEP ANDEXTENDS AT LEAST 18" ABOVE THE TOP OF THE RAIL. ANY WALL OR SURFACE ADJACENT TO THEHANDRAIL SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS.e.THE HANDGRIP PORTION OF THE HANDRAIL SHALL NOT BE LESS THAN 114" NOR MORE THAN 2" INCROSS-SECTIONAL DIMENSION OR SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE.THE HANDGRIP PORTION OF HANDRAILS SHALL HAVE A SMOOTH SURFACE WITH NO SHARPCORNERS. EDGES SHALL HAVE A MINIMUM RADIUS OF 18". HANDRAILS SHALL NOT ROTATE WITHINTHEIR FITTINGS.HAZARDS ON ACCESSIBLE ROUTE SHALL COMPLY WITH CBC SECTIONS 1116A.A.WARNING CURBS. ABRUPT CHANGES IN LEVEL EXCEEDING 4" IN VERTICAL DIMENSION, SUCH AS CHANGESIN LEVEL PLANTERS OR FOUNTAINS LOCATED IN OR ADJACENT TO WALKS, SIDEWALKS OR OTHERPEDESTRIAN WAYS SHALL BE IDENTIFIED BY CURBS OR OTHER APPROVED BARRIERS PROJECTING ATLEAST 6" IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE TO WARN THE BLIND OF A POTENTIALDROP-OFF. WARNING CURBS ARE NOT REQUIRED AT THE FOLLOWING:1.BETWEEN A WALK OR SIDEWALK AND AN ADJACENT STREET OR DRIVEWAY, OR2.WHEN A GUARDRAIL OR HANDRAIL IS PROVIDED WITH EDGE PROTECTION.B.HEADROOM CLEARANCE. WALKS, PEDESTRIAN WAYS AND OTHER CIRCULATION SPACES WHICH ARE PARTOF THE REQUIRED EGRESS SYSTEM SHALL HAVE A MINIMUM CLEAR HEADROOM AS REQUIRED IN CBCSECTION 1003.2. OTHER WALKS AND PEDESTRIAN WAYS AND OTHER CIRCULATION SPACES SHALL HAVE AMINIMUM CLEAR HEADROOM OF 80". IF THE VERTICAL CLEARANCE OF AN AREA ADJOINING AN ACCESSIBLEROUTE IS REDUCED TO LESS THAN 80" NOMINAL DIMENSION, A GUARDRAIL OR OTHER BARRIER HAVING ITSLEADING EDGE LOWER THAN 27" ABOVE THE FINISH FLOOR SHALL BE PROVIDED. DOORWAYS ANDARCHWAYS LESS THAN 24" IN DEPTH MAY HAVE A MINIMUM CLEAR HEADROOM OF 80" NOMINAL.C.OVERHANGING OBSTRUCTIONS. ANY OBSTRUCTION THAT OVERHANGS A PEDESTRIAN WAY SHALL BE AMINIMUM OF 80" ABOVE THE WALKING SURFACE MEASURED FROM THE BOTTOM OF THE OBSTRUCTION.WHERE A GUY SUPPORT IS USED PARALLEL TO A PATH OF TRAVEL, INCLUDING BUT NOT LIMITED TO,SIDEWALKS, A GUY BRACE, SIDEWALK GUY OR SIMILAR DEVICE SHALL BE USED TO PREVENT ANOVERHANGING OBSTRUCTION. ( SEE NOTE B ABOVE FOR REQUIRED HEADROOM CLEARANCE).D.FREE-STANDING SIGNS. WHEREVER SIGNS ARE MOUNTED ON POSTS OR PYLONS PROTRUDE FROM THEPOST OR PYLONS AND THE BOTTOM EDGE OF THE SIGN IS LESS THAN 80" ABOVE THE FINISH FLOOR ORGROUND LEVEL, THE EDGES OF SUCH SIGNS SHALL BE ROUNDED OR EASED AND THE CORNERS SHALLHAVE A MINIMUM RADIUS OF 18". ( SEE NOTE B ABOVE FOR REQUIRED HEADROOM CLEARANCE).9'-0" ACCESSIBLEPARKING STALL WIDTH1'-0"2'-0"8" SQ x 14" THICK STEEL PLATEEPOXY TO CONCRETE SLABCONCRETE SIDEWALK3" DIA. x 14" THICK STEEL PIPEWELDED TO STEEL PLATE3'-0" 1'-6" MINIMUM 1 12" SQ. STEEL TUBE EXTENDEDINTO CONCRETE FILLED PIPEADD SIGN BELOW AT VANACCESSIBLE PARKING SPACEWHITE LETTERS, BORDER ANDINTERNATIONAL SYMBOL OFACCESSIBILITY ON BLUEBACKGROUNDMOUNT SIGNS TO COMPLYWITH THE REQUIREMENTS OF"HAZZARDS ON ROUTES", SEEDETAIL ON THIS SHEET2.3"-2.4" APART 2.3"-2.4"APART0.45"-0.47" AT TOP0.90"-0.92" AT BASE0.2" HIGH TAPER EXPOSED EDGES TO COMPLYWITH "CHANGES IN LEVEL ONACCESSIBLE ROUTES" SEE "EXTERIORROUTES" DETAIL THIS SHEET FORADDITIONAL INFORMATION.SECTION A-A0.65" MIN.ONLYPARKINGMINIMUMFINE $250VANACCESSIBLE18'-0" MIN SPACE12'-0" MIN SPACENOPARKING5'-0" MINACCESS AISLE36" OC4" WHITE LINE12" HIGH WHITECHARACTERSEV SPACEorEV CHARGING6" HIGH WHITESPACE NUMBER###4" WHITE BORDER (BLUE BORDER ONLYIF ACCESSIBLE SPACE OCCURS ONRIGHT SIDE)12" HIGH WHITE "NO PARKING"4" WHITE DIAGONAL LINESEV CHARGINGEQUIP WHEREOCCURS30"x48" CLEARFLOOR SPACE1:48 MAX SLOPEIN ANY DIRECTIONACCESSIBLE ROUTE820181746161321-GENERAL NOTES924--HAZARDS ON ROUTESEXTERIOR STAIRSWALKS & SIDEWALKS12ACCESSIBLE PARKING SPACE LAYOUTCURB RAMPSPARKING SIGNAGEEXTERIOR ROUTESPARKING SPACE SIZESBUILDING ACCESSIBILITYPARKING FACILITIES52115EXTERIOR RAMPS & LANDINGS22-1923--CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AACCESSIBLE ROUTES,PARKING NOTES ANDDETAILSAD-01RESIDENT VAN EV CHARGING SPACEAAA06-21-23 21PULL SIDE18"MIN.IF PILE HEIGHTEXCEEDS 1/4", THENEDGES MUST HAVEBEVELED TRIMEXPOSED EDGE1/2" MAX. PILE THICKNESSTRANSITION TRIMFIRM PAD48" MAX. 48" MAX. TOP OF MOUNTING BRACKET 27" MAX.SHOWERS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH CBC SECTIONS 1127A.5.3 AND 11B-608.A.SHOWERS SHALL BE CONSISTENT WITH ONE OF THE FOLLOWING SIZES AND SHALL BE MEASURED FROM THE FACE OF WALL SURFACES:1.ROLL-IN SHOWER, 60" MIN. IN WIDTH BY 30" MIN. IN DEPTH WITH A FULL OPENING WIDTH ON THE LONG THE SIDE, SEE FIGURE 16.1 BELOW.2.ALTERNATE ROLL-IN SHOWER, 60" MIN. IN WIDTH BY 36" IN DEPTH WITH AN ENTRANCE OPENING WIDTH OF 36", SEE FIGURE 16.2 BELOW.3.ALTERNATE ROLL-IN SHOWER WITH OPTIONAL ENCLOSURE, 60" MIN. IN WIDTH BY 36" MIN. IN DEPTH AS LONG AS THE ENTRANCEOPENING WIDTH IS A MIN. 36", SEE FIGURE 16.3 BELOW.B.THRESHOLDS IN ROLL-IN TYPE SHOWERS SHALL BE 1/2" HIGH MAX. CHANGES IN LEVEL UP TO 1/4" MAY BE VERTICAL AND WITHOUT EDGETREATMENT. CHANGES IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN ONE UNIT VERT. IN 2 UNITSHORIZ.C.SHOWER COMPARTMENT FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT. THE MAXIMUM SLOPE OF THE FLOOR SHALL BE1/4" PER FOOT IN ANY DIRECTION. WHEN DRAINS ARE PROVIDED, GRATE OPENINGS SHALL BE 1/4" MAXIMUM AND LOCATED FLUSH WITH THEFLOOR SURFACE.D.WHERE, WITHIN THE SAME FUNCTIONAL AREA, TWO OR MORE ACCESSIBLE SHOWERS ARE PROVIDED, THERE SHALL BE AT LEAST ONESHOWER CONSTRUCTED OPPOSITE HAND FROM THE OTHER OR OTHERS (THAT IS, ONE LEFT-HAND CONTROL VERSUS ONE RIGHT-HANDCONTROL).E.WATER CONTROLS SHALL BE OF A SINGLE-LEVER DESIGN, OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT GRASPING,PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE THE CONTROLS SHALL BE NO GREATER THAN 5 LBS. THECENTERLINE OF THE CONTROLS SHALL BE LOCATED 39" TO 41" ABOVE THE SHOWER FLOOR AND LOCATED WITHIN THE SHOWER PER THEFIGURES WITHIN.F.A SHOWER SPRAY UNIT WITH A HOSE 59" INCHES LONG MINIMUM THAT CAN BE USED BOTH AS A FIXED POSITION SHOWER HEAD AND AS AHAND-HELD SHOWER SHALL BE PROVIDED. THE SHOWER SPRAY UNIT SHALL HAVE AN ON/OFF CONTROL WITH A NON-POSITIVE SHUT-OFF.IF AN ADJUSTABLE-HEIGHT SHOWER HEAD OR A VERTICAL BAR IS USED, THE BAR SHALL BE INSTALLED SO AS NOT TO OBSTRUCT THE USEOF GRAB BARS. SHOWER SPRAY UNITS SHALL DELIVER WATER THAT IS 120°F MAXIMUM. WHERE SUBJECT TO EXCESSIVE VANDALISM, TWOFIXED SHOWER HEADS SHALL BE INSTALLED INSTEAD OF A HAND-HELD SPRAY UNIT IN FACILITIES THAT ARE NOT TRANSIENT LODGINGGUEST ROOMS. EACH SHOWER HEAD SHALL BE INSTALLED SO IT CAN BE OPERATED INDEPENDENTLY OF THE OTHER AND SHALL HAVESWIVEL ANGLE ADJUSTMENTS, BOTH VERTICALLY AND HORIZONTALLY.G.A FOLDING SEAT SHALL BE SIZED AND LOCATED AS SHOWN BELOW. SEE DETAIL 13 THIS SHEET FOR SEAT STRENGTH AND MOUNTINGREQUIREMENTS.H.GRAB BARS SHALL BE LOCATED ON WALLS ADJACENT TO AND OPPOSITE THE SEAT. GRAB BARS SHALL ALSO COMPLY WITH THE DIAMETER,LOADING AND PROJECTION REQUIREMENTS OF DETAIL 13 ON THIS SHEET. GRAB BARS SHALL BE MOUNTED BETWEEN A MINIMUM 33" AND AMAXIMUM 36" ABOVE THE SHOWER FLOOR. L-SHAPED GRAB BARS ARE PERMISSIBLE OR MULTIPLE GRAB BARS INSTALLED AT THE SAMEHEIGHT AND NO MORE THAN 6" FROM ADJACENT WALLS. GRAB BARS MAY BE MOUNTED ON WALLS ADJACENT TO AND OPPOSITE THE SEAT,BUT SHALL NOT EXTEND TO INCLUDE THAT PORTION OF WALL OVER THE SEAT.I.WHEN A SOAP DISH IS PROVIDED, IT SHALL BE LOCATED ON THE CONTROL WALL AT A MAXIMUM HEIGHT OF 40" ABOVE THE SHOWER FLOOR,AND WITHIN THE 27" MAXIMUM REACH LIMITS FROM THE SEAT.J.ENCLOSURES, WHEN PROVIDED FOR SHOWER COMPARTMENTS, SHALL NOT OBSTRUCT CONTROLS OR TRANSFER FROM WHEELCHAIRSONTO SHOWER SEATS.17" MIN. 19" MAX.12" MAX.42" MIN.33" - 36" 19" MIN. 33" - 36"12" MIN.24" MIN.36" MIN.SIDE WALLREAR WALLCL24" MIN.7" - 9"WATER CLOSETS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH CBC SECTION 1127A.2.1, 1127A.2.3, ICC_A117.1-09A.WATER CLOSET FIXTURES LOCATED IN ACCESSIBLE WATER CLOSET COMPARTMENTS SHALL BE POSITIONEDWITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE OF THE ACCESSIBLE WATERCLOSET SHALL BE 18" FROM THE SIDE WALL OR PARTITION.B.ACCESSIBLE WATER CLOSETS SHALL BE PROVIDED A CLEAR FLOOR SPACE AND MANEUVERING SPACE PERDETAILS 8 AND 9 ON THIS SHEET.C.THE SEAT HEIGHT OF A WATER CLOSET ABOVE FINISH FLOOR SHALL BE 17" MINIMUM AND 19" MAXIMUMMEASURED TO THE TOP OF THE SEAT. SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION. SEATSSHALL BE 2" HIGH MAXIMUM.D.GRAB BARS FOR WATER CLOSETS SHALL COMPLY WITH DETAIL 13 OF THIS SHEET. GRAB BARS SHALL BEPROVIDED ON THE SIDE WALL CLOSEST TO THE WATER CLOSET AND ON THE REAR WALL AS INDICATED BELOW.E.FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED CONTROLS SHALL COMPLYWITH DETAIL 17 OF THIS SHEET EXCEPT THAT THEY SHALL BE LOCATED 44 INCHES MAXIMUM ABOVE THE FLOOR.F.TOILET PAPER DISPENSERS SHALL BE LOCATED AS INDICATED BELOW AND PER DETAIL 14 OF THIS SHEET.G.ACCESSIBLE WATER CLOSETS SHALL BE PROVIDED A CLEAR FLOOR SPACE AND MANEUVERING SPACE PERDETAILS 8 AND 9 ON THIS SHEET.48" MINIMUM 30" MINIMUMACCESSIBLE URINALS SHALL COMPLY WITH CBC SECTION 1127A.2.4 AND 11B-605.A.URINALS SHALL BE FLOOR MOUNTED (STALL TYPE) OR WALL HUNG WITH THE RIM 17" MAXIMUM ABOVE THEFINISH FLOOR OR GROUND. URINALS SHALL BE 13-1/2" DEEP MINIMUM MEASURED FROM THE OUTER FACE OFTHE URINAL RIM TO THE BACK OF THE FIXTURE.C.WHERE URINALS ARE PROVIDED, AT LEAST ONE SHALL HAVE A CLEAR FLOOR SPACE OF 30" X 48" IN FRONT OFTHE URINAL TO ALLOW FORWARD APPROACH. THE CLEAR FLOOR SPACE SHALL COMPLY WITH DETAIL 22 OFTHIS SHEET.D.FLUSH CONTROLS SHALL HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH CONTROLS SHALLCOMPLY WITH DETAIL 17 OF THIS SHEET EXCEPT THAT THE FLUSH CONTROL SHALL BE MOUNTED AT AMAXIMUM HEIGHT OF 44" ABOVE FINISH FLOOR.13-1/2" MIN.17" MAX.13-1/2" MIN. 17" MAX. 17" MAX.SINGLE-ACCOMMODATION TOILET FACILITIES SHALL COMPLY WITH CBC SECTION 1127A.2.2 AND 11B-603.A.THERE SHALL BE SUFFICIENT SPACE IN THE TOILET ROOM FOR A WHEELCHAIR MEASURING 30" WIDE BY 48"LONG TO ENTER THE ROOM AND PERMIT THE DOOR TO CLOSE . THERE SHALL BE IN THE ROOM A CLEARFLOOR SPACE OF AT LEAST 60" IN DIAMETER, OR A T-SHAPED SPACE COMPLYING WITH DETAIL 22, NOTE B, OFTHIS SHEET; SEE FIGURES 9.1 AND 9.2 BELOW. NO DOOR SHALL NOT ENCROACH INTO THIS CLEAR FLOORSPACE FOR MORE THAN 12"; SEE FIGURE 9.2 BELOW.B.WHEN A TOILET ROOM OR BATHING ROOM IS FOR INDIVIDUAL USE AND A CLEAR FLOOR SPACE COMPLYINGWITH DETAIL 22, NOTE C, OF THIS SHEET, IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOORSWING, DOORS SHALL BE PERMITTED TO SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIREDFOR ANY FIXTURE; SEE FIGURE 9.2 BELOW.C.PROVIDE ONE ACCESSIBLE WATER CLOSET IN COMPLIANCE WITH THE REQUIREMENTS WITHIN THIS DETAILAND DETAIL 10 ON THIS SHEET. PROVIDE ONE LAVATORY IN COMPLIANCE WITH DETAIL 12 0F THIS SHEET.D.ALL DOORS FIXTURES AND CONTROLS SHALL BE ON AN ACCESSIBLE ROUTE. THE MINIMUM CLEAR WIDTH OFAN ACCESSIBLE ROUTE SHALL BE 36" EXCEPT AT DOORS. SEE DETAIL 4 OF THIS SHEET.E.THE ACCESSIBLE ROUTE AND TOILET ROOM FLOOR SHALL BE STABLE, FIRM AND SLIP RESISTANT.F.GRAB BARS SHALL BE INSTALLED IN COMPLIANCE WITH DETAILS 10 & 13 OF THIS SHEET.G.THE ENTRANCE DOOR SHALL BE PROVIDED WITH A PRIVACY LOCK OR LATCH IN COMPLIANCE WITH DETAIL 40F THIS SHEET.MULTIPLE-ACCOMMODATION TOILET FACILITIES SHALL COMPLY WITH CBC SECTIONS 1127A.2.1 AND 11B-604.A.TURNING SPACE OF SUFFICIENT SIZE TO INSCRIBE A CIRCLE WITH A DIAMETER NOT LESS THAN 60" OR AT-SHAPED SPACE SHALL BE PROVIDED WITHIN THE TOILET FACILITY. THE WHEECHAIR TURNING SPACE SHALLCOMPLY WITH SECTION 1138A.1.3. OTHER THAN THE DOOR TO THE ACCESSIBLE WATER CLOSET COMPARTMENT,A DOOR, IN ANY POSITION, MAY ENCROACH INTO THIS SPACE BY NOT MORE THAN 12".B.DOORS SHALL NOT SWING INTO THE FLOOR SPACE REQUIRED FOR ANY FIXTURE. REQUIRED CLEAR FLOORSPACE, CLEARANCE AT FIXTURES, AND TURNING SPACE SHALL BE PERMITTED TO OVERLAP. SEE FIGURE 8.2-BBELOW, ACCESSIBLE COMPARTMENT WITH SIDE IN-SWING DOOR.C.PROVIDE A MINIMUM OF ONE ACCESSIBLE WATER CLOSET IN COMPLIANCE WITH THE REQUIREMENTS WITHINTHIS DETAIL AND DETAIL 10 ON THIS SHEET. PROVIDE AT LEAST 5 PERCENT OF LAVATORIES, BUT NOT LESSTHAN ONE LAVATORY, SHALL BE ACCESSIBLE IN COMPLIANCE WITH DETAIL 12 0F THIS SHEET.D.WATER CLOSETS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH THE FOLLOWING:1.THE CENTERLINE OF THE ACCESSIBLE WATER CLOSET SHALL BE 18" MAXIMUM FROM THE SIDE WALL ORPARTITION. THE CENTERLINE OF THE ACCESSIBLE WATER CLOSET LOCATED IN A AMBULATORY ACCESSIBLECOMPARTMENT, REQUIRED BY NOTE F BELOW, SHALL BE 18" FROM THE SIDE WALL OR PARTITION.2.PROVIDE A CLEAR FLOOR SPACE AND MANEUVERING SPACE IN COMPLIANCE WITH FIGURES 8.1A, 8.1B, 8.2AOR 8.2B AT THE ACCESSIBLE WATER CLOSET COMPARTMENT AND FIGURE 3 WHEN A AMBULATORYACCESSIBLE COMPARTMENT IS REQUIRED.E.ACCESSIBLE WATER CLOSET COMPARTMENT DOORS SHALL COMPLY WITH THE FOLLOWING:1.THE COMPARTMENT DOOR SHALL BE EQUIPPED WITH AN AUTOMATIC-CLOSING DEVISE, AND SHALL HAVE ACLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" WHEN LOCATED AT THE END AND 34" WHEN LOCATED ATTHE SIDE WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. SEE ALLFIGURES BELOW.2.THE INSIDE AND OUTSIDE OF THE COMPARTMENT DOOR SHALL BE EQUIPPED WITH A LOOP OR U-SHAPEDHANDLE IMMEDIATELY BELOW THE LATCH. THE LATCH SHALL BE FLIP-OVER STYLE, SLIDING OR OTHERHARDWARE NOT REQUIRING THE USER TO GRASP OR TWIST.3.EXCEPT FOR DOOR-OPENING WIDTHS AND DOOR SWINGS, A CLEAR, UNOBSTRUCTED ACCESS OF NOT LESSTHAN 44 INCHES SHALL BE PROVIDED TO WATER CLOSET COMPARTMENTS DESIGNED FOR USE BY PERSONSWITH DISABILITIES, AND THE SPACE IMMEDIATELY IN FRONT OF A WATER CLOSET COMPARTMENT SHALL NOTBE LESS THAN 48 INCHES AS MEASURED AT RIGHT ANGLES TO COMPARTMENT DOOR IN ITS CLOSEDPOSITION. MANEUVERING SPACE OUTSIDE THE COMPARTMENT DOOR SHALL COMPLY WITH DETAIL 4, NOTEF, OF THIS SHEET. MANEUVERING SPACE INSIDE THE COMPARTMENT SHALL COMPLY WITH THE THE FIGURESBELOW.4.TOE CLEARANCE SHALL BE PROVIDED ON AT LEAST ONE SIDE PARTITION OF AT LEAST 9" HIGH AND 6" DEEPMEASURED FROM THE COMPARTMENT-SIDE FACE OF THE PARTITION, EXCLUSIVE OF PARTITION SUPPORTMEMBERS. PARTITION COMPONENTS AT TOE CLEARANCES SHALL BE SMOOTH WITHOUT SHARP EDGES ORABRASIVE SURFACES. TOE CLEARANCE IS NOT REQUIRED IN COMPARTMENTS GREATER THAN 66" WIDE.F.IN LARGE TOILET ROOMS, WHERE SIX OR MORE STALLS ARE PROVIDED WITHIN A MULTIPLE- ACCOMMODATIONTOILET ROOM, IN ADDITION TO THE WATER CLOSET COMPARTMENT REQUIRED ABOVE, PROVIDE AT LEAST ONEAMBULATORY ACCESSIBLE COMPARTMENT. THE AMBULATORY ACCESSIBLE COMPARTMENT SHALL BE 36" WIDEWITH AN OUTWARD SWINGING SELF-CLOSING DOOR AND PARALLEL GRAB BARS COMPLYING WITH DETAIL 13 OFTHIS SHEET INSTALLED ON EACH SIDE WALL OF THE COMPARTMENT. SEE FIGURE 8.3 BELOW.COMMON ACCESSIBLE LAUNDRY ROOMS SHALL COMPLY WITH CBC SECTIONS 1127A.10 AND 11B-611WHERE COMMON USE LAUNDRY ROOMS ARE PROVIDED, AT LEAST ON TYPE OF APPLIANCE PROVIDED IN EACHLAUNDRY AREA SHALL BE ACCESSIBLE AND SHALL BE ON AN ACCESSIBLE ROUTE. SUCH APPLIANCES SHALLINCLUDE CLOTHES WASHING MACHINES, DRYERS, SOAP DISPENSERS AND ANY RELATED FEATURES SUCH ASWASH SINKS, TABLES AND STORAGE AREAS.WHERE LAUNDRY ROOMS ARE PROVIDED ON FLOORS OF AN ELEVATOR BUILDING, EACH LAUNDRY ROOM SHALLBE ACCESSIBLE. WHERE THERE IS ONE LAUNDRY ROOM ON A GROUND FLOOR IN EACH BUILDING, EACH LAUNDRYROOM SHALL BE ACCESSIBLE. WHERE THERE IS A LAUNDRY ROOM ON THE GROUND FLOOR OF A BUILDING ANDANOTHER LOCATED IN A BASEMENT, IT IS ACCEPTABLE TO ONLY HAVE THE GROUND FLOOR LAUNDRYACCESSIBLE.A.THERE SHALL BE A MINIMUM CLEAR SPACE 30" PERPENDICULAR BY 48" PARALLEL IN FRONT OF CLOTHESWASHERS AND DRYERS REQUIRED TO BE ACCESSIBLE. THERE SHALL BE A MINIMUM CLEAR SPACE 30" BY 48"PROVIDED FOR AT LEAST ONE TYPE OF FIXTURE OR APPLIANCE PROVIDED IN THE LAUNDRY ROOM (E.G.,SOAP DISPENSERS, WASH SINKS, TABLES AND STORAGE AREAS).B.CLOTHES WASHERS AND DRYERS INCLUDING STACKED CLOTHES WASHERS AND DRYERS REQUIRED TO BEACCESSIBLE SHALL HAVE CONTROLS (INCLUDING COIN SLOTS) WITHIN THE REACH RANGE OF A SEATEDUSER. CONTROLS SHALL BE LOCATED NO HIGHER THAN 48" AND NO LOWER THAN 15", ABOVE THE FINISHFLOOR MEASURED TO THE CENTER OF THE GRIP. IF THE REACH IS OVER AN OBSTRUCTION (FOR EXAMPLE, AWASHER OR DRYER) BETWEEN 20" AND 25" IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44" FORFORWARD APPROACH, OR 46" FOR SIDE APPROACH, PROVIDED THAT THE OBSTRUCTION IS NO MORE THAN24" IN DEPTH. CONTROLS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE, PROVIDED THATCOMPARABLE CONTROLS OR OUTLETS, THAT PROVIDE THE SAME FUNCTIONS, ARE PROVIDED WITHIN THESAME AREA AND ARE ACCESSIBLE. CONTROLS SHALL BE OPERABLE WITH ONE HAND AND NOT REQUIRETIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. SEE DETAIL 22 ON THIS SHEET.C.WASHING MACHINES AND CLOTHES DRYERS IN ACCESSIBLE COMMON USE LAUNDRY ROOMS SHALL BEFRONT LOADING.D.DEEP UTILITY SINKS SHALL MEET THE REQUIREMENTS FOR FAUCET CONTROLS (SEE DETAIL 12 THIS SHEET)AND A 30"X48" CLEAR FLOOR SPACE PARALLEL TO THE SINK SHALL BE PROVIDED.E.FOLDING TABLES SHALL BE PROVIDED WITH THE TABLE TOP BETWEEN 28" TO 34" ABOVE THE FLOOR. KNEESPACE SHALL BE PROVIDED BELOW IN COMPLIANCE WITH DETAIL 12 THIS SHEET.17"-19"THIS SHEET IS FOR REFERENCE ONLY AND ILLUSTRATES CODE-REQUIRED MINIMUM STANDARDS FOR COMMONAND PUBLIC USE FACILITIES WITHIN A MULTIFAMILY DEVELOPMENT. SEE PERTINENT SHEETS, DRAWINGS, ANDSPECIFICATIONS FOR APPLICATION OF THESE STANDARDS TO THIS SPECIFIC PROJECT.THE INFORMATION CONTAINED WITHIN THESE SHEETS ARE EXCERPTS FROM THE CALIFORNIA BUILDING CODE(CBC) AND FAIR HOUSING ACT (FHA) DESIGN MANUAL, AND INTENDED TO PROVIDED THE CONTRACTOR THEGENERAL REQUIREMENTS OF ACCESSIBILITY FOR THIS PROJECT. THE GENERAL CONTRACTOR SHALL BEKNOWLEDGEABLE OF AND SHALL BUILD TO ALL APPLICABLE ACCESSIBILITY CODE REQUIREMENTS, IF FURTHERINFORMATION OR CLARIFICATION IS REQUIRED, CONSULT THE ARCHITECT OR REFERENCE THE CBC AND FHADESIGN MANUAL PRIOR TO FABRICATION OR INSTALLATION OF THE WORK.COMMON USE FACILITIES SHALL COMPLY WITH CBC CHAPTER 11A AND ANSI A117.1 AS REFERENCED BY THE FAIRHOUSING ACT (FHA) DESIGN MANUAL. IF COMMON USE FACILITIES ARE MADE AVAILABLE TO THE PUBLIC, IF ONLYPERIODICALLY, THEY MUST COMPLY WITH CBC CHAPTER 11B AND ADAS N ADDITION TO THE REQUIREMENTS LISTEDABOVE DURING PERIODS OF PUBLIC USE.WHEN PROVIDED, COMMON USE AREAS AND FACILITIES IN COVERED MULTIFAMILY DEVELOPMENTS SHALL BEACCESSIBLE TO PERSONS WITH DISABILITIES. COMMON USE FACILITIES INCLUDE, BUT ARE NOT LIMITED TO;LOBBIES, TOILET AND BATHING FACILITIES, LAUNDRY FACILITIES,COMMUNITY ROOMS, CLUBHOUSES, HEALTH ANDFITNESS FACILITIES, GAME ROOMS AND PORTIONS OF COMMON USE TENANT STORAGE. ALL ENTRANCES, DOORS,FIXTURES AND CONTROLS SHALL BE ON AN ACCESSIBLE ROUTE.PUBLIC USE FACILITIES AND AREAS SHALL COMPLY WITH CBC CHAPTER 11B AND ADAS. WHEN PROVIDED, PUBLICUSE FACILITIES AND AREAS FACILITIES IN COVERED MULTIFAMILY DEVELOPMENTS SHALL BE ACCESSIBLE TOPERSONS WITH DISABILITIES.PUBLIC USE FACILITIES INCLUDE, BUT ARE NOT LIMITED TO; RENTAL OFFICES, SALES OFFICES AND MAINTENANCEFACILITIES. THESE AREAS, BY THEIR NATURE, ARE OPEN TO PEOPLE OTHER THAN RESIDENTS AND THEIR GUESTS.THEY, THEREFORE, MUST COMPLY.DOORS THAT PROVIDE ACCESS TO COMMON USE AREAS SHALL COMPLY WITH SECTION 1126A AND 11B-404. THIS SHEET FORLANDINGS AND THRESHOLDS. THE COMMON USE OR PUBLIC SIDE OF PRIMARY ACCESS DOORS TO DWELLING UNITS SHALLCOMPLY WITH NOTES F AND G BELOW.A.DOORWAYS SHALL PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 36" IN WIDTH, NOT LESS THAN 80" IN HEIGHTAND PROVIDE A CLEAR OPENING OF NOT LESS THAN 32" IN WIDTH, MEASURED WITH THE DOOR OR DOORS POSITIONEDAT AN ANGLE OF 90-DEGREES FROM THE CLOSED POSITION.B.DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES..C.A PAIR OF DOORS, MANUAL OR AUTOMATIC, MUST HAVE AT LEAST ONE LEAF THAT PROVIDES A CLEAR WIDTH OF NOTLESS THAN 32", MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90-DEGREES FROM ITS CLOSED POSITION.AT DOUBLE EGRESS DOORS EACH LEAF MUST PROVIDE THE CLEAR WIDTH.D.THE WIDTH OF ANY COMPONENT OF THE EGRESS SYSTEM SHALL NOT BE LESS THAN THE MINIMUM WIDTH REQUIREDBY SECTION 1005.E.PER CBC SECTION 1010.1.5, THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF THE DOOR. SUCH FLOOR ORLANDING SHALL BE THE SAME ELEVATION ON EACH SIDE OF THE DOOR. LANDINGS SHALL BE LEVEL EXCEPT FOREXTERIOR LANDINGS, WHICH ARE PERMITTED TO HAVE A SLOPE NOT TO EXCEED 1/4" VERTICAL TO 12" HORIZONTAL(2-PERCENT SLOPE). SEE DETAIL 6 FOR ADDITIONAL INFORMATION.F.MANEUVERING CLEARANCES AT DOORS1.THE LEVEL FLOOR OR LANDING OF AN EXIT DOOR SHALL HAVE A LENGTH IN THE DIRECTION OF THE DOOR SWINGOF AT LEAST 60" AND A LENGTH OPPOSITE OF THE DOOR SWING OF AT LEAST 44" MEASURED AT RIGHT ANGLES TOTHE PLANE OF THE DOOR IN ITS CLOSED POSITION. SEE FIGURES BELOW.2.THE WIDTH OF LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND AT LEAST 18" PAST THESTRIKE EDGE OF THE DOOR FOR INTERIOR DOORS AND AT LEAST 24" PAST THE STRIKE EDGE OF THE DOOR FOREXTERIOR DOORS.3.THE FOLLOWING PROVISIONS SHALL APPLY TO SWINGING DOORS WITH A FRONT APPROACH:4.THE FOLLOWING PROVISIONS SHALL APPLY TO SWINGING DOORS WITH A HINGE SIDE APPROACH:5.THE FOLLOWING PROVISIONS SHALL APPLY TO SWINGING DOORS WITH A LATCH SIDE APPROACH:6.THE FOLLOWING PROVISIONS SHALL APPLY TO SWINGING DOORS INSTALLED IN A SERIES:G.MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8 1/2 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FORINTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THECENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BEUTILIZED TO MEET THESE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THEDOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ENDORSEMENT AGENCY, NOT TOEXCEED 15 POUNDS.H.IF THE DOOR HAS A CLOSURE, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPENPOSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES FROM THELATCH, MEASURED TO THE LANDING EDGE OF THE DOOR.I.THE TYPE OF LATCH AND LOCK FOR ALL DOORS SHALL BE IN ACCORDANCE WITH CBC SECTION 1008.J.HAND-ACTIVATED DOOR LATCHING, LOCKING AND OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44"ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND-ACTIVATED AND ON AN ACCESSIBLE ROUTESHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARSOR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE HARDWARE.LOCKED EXIT DOORS SHALL OPERATE CONSISTENT WITH NOTE H ABOVE, IN THE DIRECTION OF EGRESSK.LEVER OR LEVER ACTUATED LATCHES OR LOCKS SHALL BE CURVED TO RETURN TO WITHIN 1/2" OF THE DOOR TOPREVENT CATCHING OF CLOTHING OF PERSONS DURING EGRESS.L.THE BOTTOM 10" OF ALL DOORS AND/OR GATES SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THEDOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERENARROW FRAME DOORS ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR.MAT CARPETING MUST CONSIST OF:A.LEVEL LOOPB.TEXTURED LOOPC.LEVEL CUT PILED.LEVEL CUT/UNCUT PILECOMPRESSED CARPET 1/2"MAX. BELOW THRESHOLDFINISH FLOOR EVENDOOR THRESHOLDDOOR LANDINGSA.THE FLOOR OR LANDING ON EACH SIDE OF AN EXIT DOOR SHALL BE LEVEL.DOOR THRESHOLDSA.THRESHOLDS AND CHANGES IN ELEVATION AT DOORS SHALL NOT BE MORE THAN 1/2" LOWER THAN THE TOPOF THE THRESHOLD OF THE DOORWAY.B.THRESHOLDS WITH A CHANGE IN HEIGHT OF NOT MORE THAN 1/4" MAY BE VERTICAL.C.CHANGES IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 VERTICALUNIT TO 2 UNITS HORIZONTAL. CHANGES GREATER THAN 1/2" SHALL BE ACCOMPLISHED BY MEANS OF A RAMP.DOOR MATSA.IF A DOORMAT IS USED IN A COMMON-USE AREA OR PUBLIC-USE AREA, IT SHALL HAVE A FIRM BACKING OR NOBACKING.B.THE MAXIMUM PILE HEIGHT SHALL BE 1/2".C.EXPOSED EDGES OF THE DOORMAT SHALL BE FASTENED TO THE FLOOR SURFACE AND HAVE TRIM ALONGTHE ENTIRE LENGTH OF EXPOSED EDGES THAT SHALL COMPLY WITH THE REQUIREMENTS FOR CHANGES INLEVEL;1.CHANGES IN LEVEL SHALL NOT EXCEED 1/2".2.WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1UNIT VERTICAL IN 2 UNITS HORIZONTAL (50% SLOPE).3.CHANGES IN LEVEL NOT EXCEEDING 1/4" MAY BE VERTICAL.4.CHANGES IN LEVEL GREATER THAN 1/2" SHALL BE MADE BY MEANS OF A SLOPED SURFACE WITH ASLOPE NOT GREATER THAN 1 UNIT VERTICAL IN 20 UNITS HORIZONTAL (5% SLOPE).D.RECESSED DOOR MATS SHALL BE LEVEL WITH THE ADJACENT SURFACE AND BE ADEQUATELY ANCHORED TOPREVENT INTERFERENCE WITH WHEELCHAIR TRAFFIC.LANDINGS AND THRESHOLDS SHALL COMPLY WITH CBC SECTIONS 1010.1.6, 1010.1.7, 1126A.2 AND 11B-302, 11B-303INTERIOR MATERIAL CHANGESA.MATERIAL CHANGES IN HEIGHT AT INTERIOR DOOR THRESHOLDS SHALL NOT EXCEED 1/2".B.THRESHOLDS WITH A CHANGE IN HEIGHT OF NOT MORE THAN 1/4" MAY BE VERTICAL.121/4" MAX. RISE 1/2" MAX. BEVEL BEVEL12BEVEL2% MAXIMUM SLOPEAT EXTERIOR LANDINGACCESSIBLE LAVATORIES SHALL COMPLY WITH CBC SECTIONS 1127A.3, 1138A.2 AND 11B-606.LAVATORY FIXTURES, VANITIES AND BUILT-IN LAVATORIES SHALL COMPLY WITH THE FOLLOWING:A.LAVATORIES, WHEN LOCATED ADJACENT TO A SIDE WALL OR PARTITION, SHALL BE A MINIMUM OF 18" TO THECENTERLINE OF THE FIXTURE. ALL LAVATORIES DESIGNATED TO BE ACCESSIBLE SHALL BE A MINIMUM 17" INHORIZONTAL DEPTH AND MOUNTED WITH THE RIM OR COUNTER EDGE NO HIGHER THAN 34" ABOVE THEFINISH FLOOR AND WITH VERTICAL CLEARANCE MEASURED FROM THE BOTTOM APRON OR OUTSIDEBOTTOM EDGE OF THE LAVATORY OF 29" REDUCING TO 27" AT A POINT LOCATED 8" BACK FROM THE FRONTEDGE. IN ADDITION, A MINIMUM 9" HIGH TOE CLEARANCE MUST BE PROVIDED EXTENDING BACK TOWARD THEWALL TO A DISTANCE NO MORE THEN 6" FROM THE BACK WALL. THE TOE CLEARANCE SPACE MUST BE FREEOF EQUIPMENT AND OBSTRUCTIONS; SEE FIGURE B BELOW.B.A CLEAR FLOOR SPACE 30" BY 48" COMPLYING WITH THE FIGURES BELOW AND DETAIL 22, NOTE D, OF THISSHEET SHALL BE PROVIDED IN FRONT OF AND CENTERED ON ACCESSIBLE LAVATORIES TO ALLOW FORWARDAPPROACH. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL NOTEXTEND INTO THE KNEE AND TOE SPACE UNDERNEATH THE LAVATORY MORE THAN 19". THIS CLEAR SPACESHALL COMPLY WITH ALLOWABLE REACH RANGES.C.THE FLOOR FINISH BENEATH THE LAVATORY SHALL EXTEND TO THE WALL.D.HOT WATER & DRAIN PIPES EXPOSED UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED.THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES.E.LAVATORY FAUCET CONTROLS AND OPERATION MECHANISMS SHALL BE OPERABLE WITH ONE HAND ANDSHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE TO ACTIVATECONTROLS SHALL BE NO GREATER THAN 5 POUND-FORCE. LEVER OPERATED, PUSH-TYPE, ANDELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSINGVALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS.F.WHERE MIRRORS OR TOWEL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH SHALL BE ACCESSIBLE ANDSHALL BE MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN 40" FROM THE FLOOR. SEE DETAIL14 0N THISSHEET FOR ADDITIONAL INFORMATION.60" MIN. FINISH TO FINISH CLEARSPACE ALLOWANCES AND REACH RANGES SHALL COMPLY WITH CBC SECTIONS 1138A, 11B-DIVISION 3 & 11B-DIVISION 4.A.WHEELCHAIR PASSAGE AND PASSING WIDTHS THE MINIMUM CLEAR WIDTH FOR WHEELCHAIR PASSAGE IS 36"CONTINUOUSLY. A 32" WIDTH IS ACCEPTABLE AT A POINT NOT TO EXCEED 24" IN LENGTH, SEE FIGURE 1. SEE FIGURE 2.FOR THE MINIMUM WIDTH FOR TWO WHEELCHAIRS TO PASS IS 60".B.WHEELCHAIR TURNING SPACE SHALL COMPLY WITH ONE OF THE FOLLOWING FIGURES:C.CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS. SHALL COMPLY WITH THE FOLLOWING:1.SIZE AND APPROACH THE MINIMUM CLEAR FLOOR OR GROUND SPACE REQUIRED TO ACCOMMODATE A SINGLEWHEELCHAIR IS 30" BY 48". THE CLEAR FLOOR SPACE FOR WHEEL CHAIRS MAY BE POSITIONED FOR FORWARD ORPARALLEL APPROACH TO AN OBJECT U.N.O.. THE CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY BE APART OF THE KNEE SPACE REQUIRED UNDER SOME OBJECTS.2.RELATIONSHIP OF MANEUVERING CLEARANCES TO WHEELCHAIR SPACES ONE FULL UNOBSTRUCTED SIDE OF THECLEAR FLOOR OR GROUND SPACE FOR A WHEELCHAIR SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE ORADJOIN ANOTHER WHEELCHAIR CLEAR FLOOR OR GROUND SPACE. IF A CLEAR FLOOR SPACE IS LOCATED IN ANALCOVE OR OTHERWISE CONFINED ON ALL OR PART OF THREE SIDES, ADDITIONAL MANEUVERING CLEARANCESSHALL BE PROVIDED AS FOLLOWS:D.SURFACES FOR WHEELCHAIR SPACES GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES, AND INACCESSIBLE ROOMS AND SPACES, INCLUDING FLOORS, WALKS, RAMPS ,STAIRS AND CURB RAMPS SHALL BE STABLE,FIRM, SLIP RESISTANT AND SHALL COMPLY WITH THE FOLLOWING:1.CHANGES IN LEVEL, UP TO 1/4" MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BETWEEN1/4" AND 1/2" SHALE BE BEVELED WITH A SLOPE NO GREATER THAN 1 UNIT VERTICAL IN 2 UNITS HORIZONTAL.CHANGES IN LEVEL GREATER THAN 1/2"MUST BE ACCOMPLISHED BY MEANS OF A RAMP, ELEVATOR OR PLATFORMLIFT.2.IF CARPET OR CARPET TILE IS USED ON A GROUND OR FLOOR SURFACE, IT SHALL BE SECURELY ATTACHED; HAVEFIRM CUSHION, PAD OR BACKING OR NO CUSHION, PAD OR BACKING; AND HAVE A LEVEL LOOP, TEXTURED LOOP,LEVEL-CUT PILE, OR LEVEL-CUT/UNCUT PILE TEXTURE. THE MAXIMUM PILE HEIGHT SHALL BE 1/2". EXPOSED EDGESOF THE CARPET SHALL BE FASTENED TO THE FLOOR SURFACES AND HAVE TRIM ALONG THE ENTIRE LENGTH OFTHE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH ITEM 1 ABOVE3.ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2". WHEN CHANGES IN LEVELDO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 UNIT VERTICAL IN 2 UNITS HORIZONTAL.CHANGES IN LEVEL NOT EXCEEDING 1/4" MAY BE VERTICAL.4.IF GRATINGS ARE LOCATED IN WALKING SURFACES, THEN THEY SHALL BE LIMITED TO SPACES NO GREATER THAN1/2" WIDE IN ONE DIRECTION . IF GRATINGS HAVE ELONGATED OPENINGS, THEY SHALL BE PLACED SO THAT THELONG DIMENSION IS PERPENDICULAR TO THE DOMINATE DIRECTION OF TRAVEL.E.REACH RANGES SHALL COMPLY WITH THE FOLLOWING FIGURES:* THE TOP OF WASHING MACHINES AND CLOTHES DRYERS ARE PERMITTED TO BE 36" MAXIMUM ABOVE THE FINISH FLOOR.GRAB BARS, TUB AND SHOWER SEATS SHALL COMPLY WITH CBC SECTIONS 1127A.4.A.GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, 33" MINIMUM AND 36" MAXIMUM ABOVE THE FINISHFLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE.EXCEPTION: THE HEIGHT OF THE LOWER GRAB BAR ON THE BACK WALL OF A BATHTUB SHALL COMPLY WITHSECTION 1127A.5.2.B.THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL COMPLY WITH THE FOLLOWING: 1. GRAB BARS WITH CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF 1 14". 2. GRAB BARS WITH NON-CIRCULAR CROSS SECTION SHALL HAVE A CROSS- SECTION DIMENSION OF 2" MAXIMUM. THE PERIMETER DIMENSION OF GRAB BARS WITH NON-CIRCULAR CROSS SECTION SHALL BE 4" MINIMUM AND AND 4.8" MAXIMUM. 3. L-SHAPED OR U-SHAPED GRAB BARS SHALL BE PERMITTED.C.THE STRUCTURAL STRENGTH OF GRAB BARS, TUB AND SHOWER SEATS, FASTENERS AND MOUNTING DEVISES SHALLMEET THE FOLLOWING SPECIFICATIONS:1.BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATIONOF A 250-POUND POINT LOAD SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAROR SEAT.2.SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF A 250-POUND POINT LOAD SHALL BELESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT, AND IF ITS MOUNTINGBRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT OR TORSIONAL SHEARSTRESSES SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS.3.SHEAR FORCE INDUCED IN A FASTENER OR MOUNTING DEVICE FROM THE APPLICATION OF A 250-POUND POINTLOAD SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE ORTHE SUPPORTING STRUCTURE, WHICHEVER IS THE SMALLER LOAD.4.TENSILE FORCE INDUCED BY A FASTENER BY A DIRECT TENSION FORCE OF A 250-POUND POINT LOAD PLUS THEMAXIMUM MOMENT FROM THE APPLICATION OF A 250-POUND POINT LOAD, SHALL BE LESS THAN THE ALLOWABLEWITHDRAWAL LOAD BETWEEN THE FASTENER AND THE SUPPORTING STRUCTURE.5.GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.C.A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARP OR ABRASIVEELEMENTS AND SHALL HAVE ROUNDED EDGES.D.ADJACENT ELEMENTS, FOR EXAMPLE WATER CLOSET FLUSH VALVES, SHALL BE POSITIONED TO PROVIDEUNOBSTRUCTED USE OF THE GRAB BARS AT THE SPECIFIED LOCATIONS. THE SPACE BETWEEN THE GRAB BAR ANDPROJECTING OBJECTS BELOW AND AT THE ENDS SHALL BE 1 1/2" MINIMUM. THE SPACE BETWEEN THE GRAB BAR ANDPROJECTING OBJECTS ABOVE SHALL BE 12" MINIMUM.1.THE SPACE BETWEEN THE GRAB BARS AND SHOWER CONTROLS, SHOWER FITTINGS, AND OTHER GRAB BARSABOVE SHALL BE PERMITTED TO BE 1 1/2" MINIMUM.1 1/2" MINGRAB BAR 1 1/4" TO2" NOMINAL DIAM.FIGURE 8.2-AACCESSIBLE COMPARTMENT WITHSIDE OUT-SWING DOORPUSH SIDE60" MIN STORAGE SHALL COMPLY WITH CBC SECTIONS 1127A.11 AND 11B-811.IF FIXED STORAGE FACILITIES SUCH AS CABINETS AND SHELVES, CLOSETS AND DRAWERS ARE PROVIDED WHERE ACCESSIS REQUIRED (BY CBC SECTIONS 1.8.2.1.2 AND 1102A), AT LEAST ONE OF EACH TYPE OF FACILITY PROVIDED SHALL COMPLYWITH THE FOLLOWING ITEMS. ADDITIONAL STORAGE MAY BE PROVIDED OUTSIDE OF THE REACH RANGES.A. A CLEAR FLOOR SPACE AT LEAST 30" BY 48" COMPLYING WITH CBC SECTION 1138A.14 THAT ALLOWS EITHER AFORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT ACCESSIBLESTORAGE FACILITIES.B.ACCESSIBLE STORAGE SPACES AND CLOTHES RODS SHALL BE WITHIN AT LEAST ONE OF THE REACH RANGESSPECIFIED IN SECTION 1138A.3.C.HARDWARE FOR ACCESSIBLE STORAGE FACILITIES SHALL COMPLY WITH CBC SECTION 1138A.4. TOUCH LATCHESAND U-SHAPED PULLS ARE ACCEPTABLE.FIXED OR BUILT-IN SEATING , TABLES AND COUNTERS SHALL COMPLY WITH CBC SECTIONS 1127A.12 AND 1122B.WHERE FIXED OR BUILT-IN SEATING, TABLES OR COUNTERS ARE PROVIDED IN ACCESSIBLE PUBLIC USE OR COMMON USEAREAS, 5 PERCENT, BUT NEVER LESS THAN ONE, SHALL BE ACCESSIBLE AS FOLLOWS:A.ACCESSIBLE ROUTE OF TRAVEL. A ROUTE OF TRAVEL SHALL LEAD TO AND THROUGH SUCH FIXED OR BUILT-INSEATING AREAS OR TABLES.B.SEATING. IF SEATING SPACES FOR PERSONS IN WHEELCHAIRS ARE PROVIDED AT FIXED TABLES OR COUNTERS,CLEAR FLOOR SPACE SHALL BE PROVIDED PER DETAIL 22 ON THIS SHEET. SUCH CLEAR FLOOR SPACE SHALL NOTOVERLAP KNEE SPACE BY MORE THAN 19".C.KNEE CLEARANCE. WHEN SEATING SPACES FOR PERSONS IN WHEELCHAIRS ARE PROVIDED AT FIXED TABLES ORCOUNTERS, KNEE SPACES AT LEAST 27" HIGH SHALL COMPLY WITH THE FOLLOWING FIGURES:KNEE SPACE IS NOT REQUIRED AT CHECKOUT COUNTERS OR SERVICE COUNTERS.D.HEIGHT OF WORK SURFACES. THE TOPS OF TABLES AND COUNTERS SHALL BE 28" TO 34" FROM THE FLOOR TO THEGROUND.PULL SIDETOILET ROOM FIXTURES AND ACCESSORIES. SHALL COMPLY WITH CBC SECTIONS 1127A.8, 11B-603 & 11B-604A.TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES. WHERE TOWEL, SANITARY NAPKINS, WASTERECEPTACLES AND OTHER SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED, AT LEAST ONE OFEACH TYPE SHALL BE LOCATED WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40" FROMFINISHED FLOOR. A PATH OF TRAVEL NOT LESS THAN 36" IN CLEAR WIDTH SHALL BE PROVIDED TO THESEACCESSORIES.B.TOILET PAPER DISPENSERS. SEE DETAIL 10 OF THIS SHEET. SHALL BE LOCATED ON A WALL OR PARTITIONCLOSEST TO THE WATER CLOSET WITHIN 7" MINIMUM AND 9" MAXIMUM IN FRONT OF THE WATER CLOSETMEASURED FROM THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE BELOWAND NOT BEHIND THE GRAB BAR, 19" MINIMUM ABOVE THE FINISH FLOOR. DISPENSERS SHALL NOT BE OF ATYPE THAT CONTROLS DELIVERY OR THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW.C.MIRRORS. WHERE PROVIDED, AT LEAST ONE MIRROR SHALL BE ACCESSIBLE. MIRRORS LOCATED ABOVELAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTINGSURFACE 40" ABOVE THE FINISH FLOOR OR GROUND. MIRRORS NOT LOCATED ABOVE LAVATORIES ORCOUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 35" MAXIMUMABOVE THE FINISH FLOOR.D.COAT HOOKS, SHELVES AND MEDICINE CABINETS. COAT HOOKS SHALL BE LOCATED WITHIN ONE OF THEREACH RANGES IDENTIFIED ON DETAIL 22 ON THIS SHEET. SHELVES SHALL BE LOCATED 40" MINIMUM AND48" MAXIMUM ABOVE THE FINISH FLOOR. MEDICINE CABINETS SHALL BE LOCATED WITH A USABLE SHELF NOHIGHER THAN 44" MAXIMUM ABOVE FINISH FLOOR.E.SPACES ALLOWANCES AND REACH RANGES IN COMMON USE AREAS. SEE DETAIL 22 ON THIS SHEET FOR THEREQUIRED CLEAR SPACE, ALLOWABLE REACH RANGES AND REQUIREMENTS FOR CONTROLS ANDOPERATING MECHANISMS.48" MINIMUM PUSH SIDE12"MINADDITIONAL MANEUVERING SPACE IF A DOORIS PROVIDED WITH BOTH CLOSER AND LATCH44" MIN36" MIN48" MIN 22"MIN24"MINPULL SIDEPUSH SIDE24"MIN48" MIN 44" MINDOORWIDTH DOORWIDTHDOORWIDTHDOORWIDTHDOORWIDTHDOORWIDTH1/4" MAX. BEVELFIGURE 8.3AMBULATORY ACCESSIBLE COMPARTMENT WITH FRONT OUT-SWING DOOR36" MIN.WHEN DR.SWINGS INFIGURE 8.2-BACCESSIBLE COMPARTMENT WITHSIDE IN-SWING DOOR59" MIN. ATFLR. MTD. W.C.OR 56" MIN. ATWALL MTD. W.C.CLR. FLR. SPACE60" MIN. DOOR MANEUVERING & CLR. FLR. SPACE 32" MIN CLEAR 32" MIN CLEAR 60" MIN CLEAR 59" MIN. ATFLR. MTD. W.C.OR 56" MIN. ATWALL MTD. W.C.CLR. FLR. SPACE48" CLEAR 48" CLEAR 48" CLEAR 48"CLEAR12" CLR 59" MIN. ATFLR. MTD. W.C.OR 56" MIN. ATWALL MTD. W.C.CLR. FLR. SPACEFIGURE 8.1-BACCESSIBLE COMPARTMENT WITHEND IN-SWING DOOR1/4" VERTICAL RISE MAX. 1/2" MAX. RISE60" MIN.SIDE DOORMANEUVERING34" MINCLEAR12"CLR59" MIN. ATFLR. MTD. W.C.OR 56" MIN. ATWALL MTD. W.C.CLR. FLR. SPACE60" MIN.SIDE DOORMANEUVERING18"18"CLR36" MIN.WHEN DR.SWINGS INFIGURE 8.1-AACCESSIBLE COMPARTMENT WITHEND OUT-SWING DOORGRAB BARS:SHALL BE INSTALLED INACCORDANCE WITH DETAILS 10AND 12 OF THIS SHEET.34" MINCLEAR18" 18" CLR DOOR PERMITTEDTO SWING OVERHATCHED PORTIONOF MANEUVERINGSPACELOCATE END DOOR DIAGONALTO THE WATER CLOSET4" MAX DOOR PERMITTEDTO SWING OVERHATCHED PORTIONOF MANEUVERINGSPACE36"60" M I N DIA M E T E R C L E A R 60" M I N DIA M E T E R C L E A R CL 18"48" MIN.END DOORMANEUVERING60" MIN. DOOR MANEUVERING & CLR. FLR. SPACE 60" MIN. DOOR MANEUVERING & CLR. FLR. SPACE EQ.32" MIN CLEAR 4" MAX 48" MIN.END DOORMANEUVERING35"-37" 60" MIN. DOOR MANEUVERING & CLR. FLR. SPACE 60" MIN. DOOR MANEUVERING & CLR. FLR. SPACE 12"MAX54" MIN.FIGURE 9.1ACCESSIBLE SINGLE ACCOMMODATIONTOILET WITH SIDE OUT-SWING DOOR60"59" MIN. ATFLR. MTD. W.C.OR 56" MIN. ATWALL MTD. W.C.CLR. FLR. SPACE59" MIN. ATFLR. MTD. W.C.OR 56" MIN. ATWALL MTD. W.C.CLR. FLR. SPACE12"60" MIN CLEAR 36"60"FIGURE 9.2ACCESSIBLE SINGLE ACCOMMODATIONTOILET WITH SIDE IN-SWING DOOR48" MINMANEUVERINGSPACE48" MINMANEUVERINGSPACE12"24" 60" MIN. DOOR MANEUVERING & CLR. FLR. SPACE LAV. ORFIXTURELAV. ORFIXTURE18"1 1/2" CLR LTOILETPAPERDISPENSERC31" CLEAR10" CLR.PARTITIONOR WALLWHENOCCURSEQ.22" - 23"2 1/2" MAX.60" MIN. FINISH TO FINISH CLEAR1/2" MAX. THRESHOLDSIDE SEAT WALL WALL OR PARTITION19" MIN.33" MIN - 36 MAX. 14" - 15"15" - 16"1 1/2" MAX.SHOWER BACK CONTROL WALL ELEVATION FOR FIGURES 16.1 AND 16.3MAXIMUM1/4" : 1'-0" SLOPEFIGURE 16.1 ROLL-IN SHOWER, PLAN VIEWFOLDING SEAT CLEARFLOORSPACEBACK CONTROL WALL36" MIN.30" MIN. FINISH TO FINISH CLEAR 60" MIN.SIDE WALLSHOWER SEAT42" MIN.FOLDING SEAT 32" MIN.CLEAR24"MAX.POINTX<48"60" MIN. CLR.PASSING(CORRIDOR OVER 200')48" MIN.OR 36" MIN.IF "X" ≥ 48"60"DOORS SHALLCOMPLY WITH THEREQUIREMENTSOF DETAIL 4 OFTHIS SHEET60" DIAMETER FOR180° TURNS44" MIN.CLEAR≥ 10 OCC.LOAD60" MIN. CLR.PASSINGAT A CENTRALLOCATION60" MIN. CLR.44" MIN. CLR.CORRIDORWIDTHFIGURE 1 - WHEELCHAIR PASSAGECORRIDOR OVER 200'FIGURE 2 - WHEELCHAIR PASSING60"T-SHAPE FOR180° TURNSADDITIONALMANEUVERINGSPACE24"MAX.> 24"48" CLR.> 15"36" CLR.30" CLR.15"MAX.60" CLR."X"48" MAX."X" = 20" MAX.44" MAX."X" > 20" - 25"MAX.48" MAX.48" MAX."X" = 10" MAX.46" MAX."X" > 10" - 24"MAX."X"15"MIN.34" MAX. *FORWARD APPROACH FORWARD REACHPARALLEL APPROACH SIDE REACH30" MIN.30" MIN.CLEAR48" MIN.CLEAR48" MIN.30" CLR.42" CLR.30 MIN.19"MAX.19"MAX.ACCESSIBLE PATH OF TRAVELWHEELCHAIR SEATING SPACEWHEELCHAIR TABLE SPACECONTROLS AND OPERATING MECHANISMS SHALL COMPLY WITH CBC SECTIONS 1138A.4, 1142A AND 11B-309.A.GENERAL.CONTROLS AND OPERATING MECHANISMS IN ACCESSIBLE SPACES, ALONG ACCESSIBLE ROUTES OR AS PART OFACCESSIBLE ELEMENTS AND THOSE REQUIRED TO BE ACCESSIBLE BY CBC SECTION 1.9.1 SHALL COMPLY WITH THEFOLLOWING REQUIREMENTS;B.CLEAR FLOOR SPACE.A CLEAR FLOOR SPACE THAT ALLOWS A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIRSHALL BE PROVIDED AT CONTROLS AND OPERATING MECHANISMS.C.HEIGHT.CONTROLS AND OPERATING MECHANISMS SHALL BE LOCATED NO HIGHER THAN 48", AND NO LOWER THAN 15", ABOVEFINISHED FLOOR MEASURED TO THE CENTER OF THE GRIP. IF THE REACH IS OVER AN OBSTRUCTION (FOR EXAMPLE,WASTHER OR DRYER), CONTROLS AND OPERATING MECHANISMS SHALL BE LOCATED WITHIN THE REACH RANGESSPECIFIED IN SECTION 1138A.3. SEE DETAIL 22 ON THIS SHEET. CONTROLS AND OPERATING MECHANISMS THAT DONOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE, PROVIDED THAT COMPARABLE MECHANISMS, CONTROLS OROUTLETS, THAT PERFORM THE SAME FUNCTIONS, ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE.D.OPERATION.CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NOGREATER THAN 5 POUNDS OF FORCE.E.INSTALLATION HEIGHTS OF ELECTRICAL SWITCHES AND RECEPTACLE OUTLETS.1.ELECTRICAL SWITCHES. CONTROLS AND SWITCHES INTENDED FOR USE BY THE OCCUPANT OF THE ROOM ORAREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES OR COOLING, HEATING AND VENTILATINGEQUIPMENT SHALL BE LOCATED NO MORE THAN 48" MEASURED FROM THE TOP OF THE OUTLET BOX NOR LESSTHAN 15" FROM THE BOTTOM OF THE OUTLET BOX TO THE FINISH FLOOR OF THE WORKING PLATFORM.2.ELECTRICAL RECEPTACLE OUTLETS. ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERESOR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL BE LOCATED NO MORE THAN 48" MEASURED FROMTHE TOP OF THE OUTLET BOX NOR LESS THAN 15" FROM THE BOTTOM OF THE OUTLET BOX TO THE FINISH FLOOROR THE WORKING PLATFORM. EXCEPTIONS INCLUDE TO FOLLOWING CONDITIONS:a.RECEPTACLE OUTLETS INSTALLED AS PART OF PERMANENTLY INSTALLED BASEBOARD HEATERS AREEXEMPT.b.REQUIRED RECEPTACLE OUTLETS SHALL BE PERMITTED IN FLOORS WHEN ADJACENT TO SLIDING PANELS ORWALLS.c.BASEBOARD ELECTRICAL OUTLETS USED IN RELOCATABLE PARTITIONS, WINDOW WALLS OR OTHERELECTRICAL CONVENIENCE FLOOR OUTLETS ARE NOT SUBJECT TO THE MINIMUM HEIGHT REQUIREMENTS.d.IN EXISTING BUILDINGS WHEN THE ENFORCING AGENCY DETERMINES THAT COMPLIANCE WITH THESESTANDARDS WOULD CREATE AN UNREASONABLE HARDSHIP.9" MIN. 27" MIN. @ REAR 34" MAX.RIM / COUNTERKNEETOE15" MIN.18" MIN.KNEE48" MIN. 17" MIN. 25" MAX VANITY COUNTER WITHBUILT-IN LAVATORY SHOWN8" MIN19" MAX.17" MIN.25" MAX.F.F.15" MIN.LAVATORYFIXTURESHOWN6 1/2" MAX. BOWL DEPTH1'-0"1'-0"MEN'S DOORSIGNAGE1'-0"1'-0"SANITARY FACILITY SIGNS SHALL COMPLY WITH CBC SECTIONS 1127A.7 AND 11B-703.CALIFORNIA'S STANDARDS FOR SIGNAGE ARE MORE STRINGENT THAN SECTION 4.30 OF THE ADA STANDARDS FORACCESSIBLE DESIGN. THE INFORMATION PROVIDED WITH IN THIS DETAIL IS INTENDED TO SHOW THE MINIMUMSIGNAGE REQUIRED AT SANITARY FACILITY DOORS ONLY TO OBTAIN A BUILDING PERMIT. IDENTIFICATION,DIRECTIONAL AND INFORMATION SIGNS ARE NOT PART OF THE ARCHITECT'S SCOPE OF WORK.A.ALL ACCESSIBLE TOILET AND BATHING FACILITIES SHALL BE IDENTIFIED BY THE "INTERNATIONAL SYMBOL OFACCESSIBILITY. SIGNS NEED NOT BE PROVIDED FOR FACILITIES WITHIN A DWELLING UNIT OR GUEST ROOM.B.DOORWAYS LEADING TO SANITARY FACILITIES SHALL BE IDENTIFIED BY A GEOMETRIC SYMBOL. GEOMETRICSYMBOLS SHALL BE CENTERED HORIZONTALLY ON THE DOOR AT A HEIGHT OF 58" MIMUMUM TO 60" MAXIMUMABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED TO THE CENTER OF THE SYMBOL. WHEN A DOORIS PROVIDED, THE SYMBOL SHALL BE MOUNTED WITHIN 1 INCH OF THE VERTICAL CENTERLINE OF THE DOOR.EDGES OF ACCESSIBILITY SIGNS SHALL BE ROUNDED, CHAMFERED OR EASED. CORNERS SHALL HAVE AMINIMUM RADIUS OF 1/8".1.MEN'S SANITARY FACILITIES SHALL BE IDENTIFIED WITH AN EQUILATERAL TRIANGLE 1/4" THICK WITHEDGES 12" LONG AND A VERTEX POINTING UP. THE TRIANGLE SYMBOL SHALL CONTRAST WITH THEDOOR , EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND.2.WOMEN'S SANITARY FACILITIES SHALL BE IDENTIFIED WITH A CIRCLE 1/4" THICK AND 12" IN DIAMETERAND A VERTEX POINTING UP. THE CIRCLE SYMBOL SHALL CONTRAST WITH THE DOOR , EITHER LIGHT ONA DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND.3.UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4" THICK AND 12" IN DIAMETER WITH A1/4" THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12" DIAMETER. THE TRIANGLESYMBOL SHALL CONTRAST WITH THE CIRCLE SYMBOL, EITHER LIGHT ON A DARK BACKGROUND OR DARKON A LIGHT BACKGROUND. THE CIRCLE SYMBOL SHALL CONTRAST WITH THE DOOR , EITHER LIGHT ON ADARK BACKGROUND OR DARK ON A LIGHT BACKGROUND.WOMEN'S DOORSIGNAGEUNISEX DOORSIGNAGE36" MIN.CLEAR< 10 OCC.LOAD24"MAX.POINT 48" MIN.CLEAR INSULATEPLUMBINGPIPES15"MIN.27" MIN.CLEAR34" MAX. 60" MINIMUM 60" MINIMUM ADDITIONAL MANEUVERING SPACE IF A DOORIS PROVIDED WITH BOTH CLOSER AND LATCHADDITIONAL MANEUVERING SPACE IFA DOOR IS PROVIDED WITH A CLOSERACCESSIBLE ROUTE(S) THROUGH WITHIN THE MULTIFAMILY DEVELOPMENT SHALL COMPLY WITH BUT NOT BELIMITED TO CBC SECTIONS 1117A, 1119A, 1121A AND 11B-DIVISION 4.A.GENERAL. WHEN A BUILDING OR A PORTION OF A BUILDING IS REQUIRED TO BE ACCESSIBLE OR ADAPTABLE,AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO ALL PORTIONS OF THE BUILDING, ACCESSIBLE BUILDINGENTRANCES, TO COVERED MULTIFAMILY DWELLING UNITS AND BETWEEN THE BUILDING AND THE PUBLIC WAY.ALL WALKS, HALLS, CORRIDORS, AISLES, SKYWALKS, TUNNELS AND OTHER SPACES THAT ARE PART OF THEACCESSIBLE ROUTE SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF THE APPLICABLE CODES. AT LEASTONE ACCESSIBLE ROUTE WITHIN THE BOUNDARY OF THE SITE SHALL BE PROVIDED FROM THE PUBLICTRANSPORTATION STOPS, ACCESSIBLE PARKING, ACCESSIBLE PASSENGER LOADING ZONES AND PUBLICSTREETS OR SIDEWALKS TO THE ACCESSIBLE BUILDING ENTRANCE THEY SERVE. THE ACCESSIBLE ROUTESHALL, TO THE MAXIMUM EXTENT FEASIBLE, COINCIDE WITH THE ROUTE FOR THE GENERAL PUBLIC AND OTHERBUILDING RESIDENTS. ACCESSIBLE ROUTES SHALL NOT PASS THROUGH KITCHENS, STORAGE ROOMS,RESTROOMS, CLOSETS OR OTHER SPACES USED FOR SIMILAR PURPOSES EXCEPT WITHIN AN INDIVIDUALDWELLING UNIT. ACCESSIBLE ROUTES SHALL BE PROVIDED AS FOLLOWS:1.WHERE MORE THAN ONE ROUTE OF TRAVEL IS PROVIDED, ALL ROUTES SHALL BE ACCESSIBLE.2.AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDING OR FACILITY ENTRANCES WITHALL ACCESSIBLE SPACES , ELEMENTS AND COVERED MULTIFAMILY DWELLING UNITS.3.AN ACCESSIBLE ROUTE SHALL CONNECT AT LEAST ONE ACCESSIBLE PRIMARY ENTRANCE OF EACHCOVERED MULTIFAMILY DWELLING UNIT WITH INTERIOR AND EXTERIOR SPACES AND FACILITIES THATSERVE THE UNIT4.WHERE ELEVATORS ARE PROVIDED FOR VERTICAL ACCESS ONLY ONE IS REQUIRED, HOWEVER ALLELEVATORS PROVIDED SHALL BE ACCESSIBLE.B.FLOORING. SHALL COMPLY WITH THE REQUIREMENTS OF DETAIL 22, ITEM D OF THIS SHEET.C.RECESSED DOOR MATS. SHALL COMPLY WITH THE REQUIREMENTS OF DETAIL 6 OF THIS SHEET.D.PRIMARY ENTRANCES AND GROUND FLOOR EXITS. ALL ENTRANCES AND ALL EXTERIOR GROUND FLOOR EXITSSHALL BE ACCESSIBLE.E.SEPARATE DWELLING UNIT ENTRANCES. WHEN A GROUND-FLOOR DWELLING UNIT OF A BUILDING HAS ASEPARATE ENTRANCE, EACH SUCH GROUND-FLOOR DWELLING UNIT SHALL BE SERVED BY AN ACCESSIBLEROUTE EXCEPT WHERE THE SITE TERRAIN PROHIBITS AN ACCESSIBLE ROUTE (SEE CBC SECTION 1150A).F.MULTIPLE ENTRANCES. ONLY ONE ENTRANCE TO COVERED MULTIFAMILY BUILDINGS IS REQUIRED TO BEACCESSIBLE TO ANY ONE GROUND FLOOR OF A BUILDING, EXCEPT IN CASES WHERE AN INDIVIDUAL DWELLINGUNIT HAS A SEPARATE EXTERIOR ENTRANCE. WHERE THE BUILDING CONTAINS CLUSTERS OF DWELLING UNITSWITH EACH CLUSTER SHARING A DIFFERENT EXTERIOR ENTRANCE, MORE THAN ONE ENTRANCE MAY BEREQUIRED TO BE ACCESSIBLE AS DETERMINED BY ANALYSIS OF THE SITE TERRAIN. IN EVERY CASE, THEACCESSIBLE ENTRANCE SHALL BE ON AN ACCESSIBLE ROUTE TO THE COVERED MULTIFAMILY DWELLING UNITIT SERVES.G.INTERIOR WIDTHS AND LENGTHS. SHALL COMPLY WITH THE REQUIREMENTS OF DETAIL 22, ITEM A OF THISSHEET. IF A PERSON IN A WHEEL CHAIR MUST MAKE A TURN AROUND A CORNER OR OBSTRUCTION THEACCESSIBLE ROUTE SHALL COMPLY WITH DETAIL 22, ITEM B OF THIS SHEET.H.CHANGES IN LEVEL NOT EXCEEDING 1/2". ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALLNOT EXCEED 1/2". WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATERTHAN 1 UNIT VERTICAL IN 2 UNITS HORIZONTAL (50% SLOPE). CHANGES IN LEVEL NOT EXCEEDING 1/4" MAY BEVERTICAL.I.CHANGES IN LEVEL GREATER THAN 1/2". CHANGES IN LEVEL GREATER THAN 1/2" SHALL BE MADE BY MEANS OFA SLOPED SURFACE WITH A SLOPE NOT GREATER THAN 1 UNIT VERTICAL IN 20 UNITS HORIZONTAL (5% SLOPE),OR A CURB RAMP PER CBC SECTION 1112A, A RAMP PER CBC SECTION 1114A EXTERIOR RAMPS OR 1122AINTERIOR RAMPS, ELEVATOR PER CBC SECTION 3003 OR PLATFORM WHEELCHAIR LIFT PER CBC SECTION1124A. WHEN STAIRS ARE LOCATED ALONG OR ADJACENT TO AN ACCESSIBLE ROUTE THEY SHALL COMPLYWITH CBC SECTION 1115A EXTERIOR STAIRWAYS OR 1123A INTERIOR STAIRWAYS.29" MIN. @ FRONT ACCESSIBLE PATH OF TRAVEL12"48"6"30"24"MIN.36" MIN.48" MIN60" MIN.42" MIN.36" MIN.AT EXTERIOR DOORSAT INTERIOR DOORS18"18" 18" 18"44"MIN. CLR.60" MIN.36" x 48"CLR.6" MAX.3" MAX.COMPARTMENT OPENING 11" MINSANITARYNAPKINDISPOSALCOMMON & PUBLICAREA ACCESSIBILITYNOTES & DETAILSAD-02818144DOORS6LAVATORY1623URINALWATER CLOSET1GENERAL NOTESLANDINGS & THRESHOLDSSHOWER1024LAUNDRY ROOMSSTORAGE & BUILT-INS12GRAB BARS & SHOWER SEATSTOILET COMPARTMENTSTOILET ROOM LAYOUT917SANITARY FACILITY SIGNAGE22FIXTURES AND ACCESSORIES13CONTROLS & OPERATION2ACCESSIBLE ROUTESPACE & REACH RQMTS.CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A11AAAAA06-21-23 ACCESSIBLE DRINKING FOUNTAINS WHERE PROVIDED, SHALL COMPLY WITH CBC SECTIONS 1138A.2, 1139A,11B-306, 11B-307 AND 11B-602.A.GENERAL. WHERE ONLY ONE DRINKING FOUNTAIN AREA IS PROVIDED ON A FLOOR, THERE SHALL BE ADRINKING FOUNTAIN THAT IS ACCESSIBLE TO INDIVIDUALS WHO USE WHEELCHAIRS IN ACCORDANCE WITHTHIS DETAIL AND ONE TO THOSE WHO HAVE DIFFICULTY BENDING OR STOOPING. THIS IS ACCOMMODATEDBY THE USE OF HIGH-LOW FOUNTAINS, OR BY OTHER SUCH MEANS THAT WOULD ACHIEVE THE REQUIREDACCESSIBILITY FOR EACH GROUP ON EACH FLOOR. WHERE MORE THAN ONE DRINKING FOUNTAIN ISPROVIDED ON A FLOOR, 50% OF THOSE PROVIDED SHALL COMPLY WITH ITEMS A, B, D, AND E OF THIS DETAILAND SHALL BE ON AN ACCESSIBLE ROUTE COMPLYING WITH DETAIL 2 OF SHEET AD-02.0. ALL DRINKINGFOUNTAINS SHALL COMPLY WITH ITEM C OF THIS DETAIL.B.CLEARANCES. WALL-MOUNTED AND POST-MOUNTED CANTILEVERED DRINKING FOUNTAINS SHALL BE AMINIMUM 18" AND A MAXIMUM 19" IN DEPTH AND SHALL HAVE CLEAR KNEE AND TOE SPACE BETWEEN THEBOTTOM APRON AND THE FLOOR OR GROUND AS SHOWN IN FIGURE 2.1 BELOW. THE KNEE AND TOE SPACEPROVIDED SHALL BE CLEAR OF EQUIPMENT AND OBSTRUCTIONS. AT HIGH-LOW TYPE FOUNTAINS, CENTERTHE 30" X 48" CLEAR FLOOR SPACE ON THE LOW FOUNTAIN FIXTURE. A SIDE (PARALLEL) APPROACHDRINKING FOUNTAIN IS NOT ACCEPTABLE.FIGURE 2.1C.ALCOVES. ALL DRINKING FOUNTAINS SHALL BE LOCATED COMPLETELY WITHIN ALCOVES, POSITIONEDCOMPLETELY BETWEEN WING WALLS, OR OTHERWISE POSITIONED SO AS TO NOT TO ENCROACH INTOPEDESTRIAN WAYS. THE ALCOVE OR WING WALLS IN WHICH A DRINKING FOUNTAIN IS LOCATED SHALL BE ASSHOWN IN FIGURE 2.2 BELOW. ADDITIONALLY, ALCOVES AND THE SPACE BETWEEN WING WALLS SHALLCOMPLY WITH THE REQUIREMENTS OF DETAIL 22 ON SHEET AD-02 FOR WIDTH FOR WHEELCHAIR PASSING.PROTRUDING OBJECTS LOCATED IN ALCOVES, LOCATED BETWEEN WING WALLS OR OTHERWISEPOSITIONED SO AS TO LIMIT ENCROACHMENT INTO PEDESTRIAN WAYS ARE PERMITTED TO PROJECT 4" INTOWALKS, HALLS, CORRIDORS, PASSAGEWAYS OR AISLES.FIGURE 2.2D.OPERABLE PART, SPOUT HEIGHT AND LOCATION. THE BUBBLER SHALL BE ACTIVATED BY A MANUALLYACTIVATED SYSTEM COMPLYING WITH DETAIL 17, ITEM D, ON SHEET AD-020.0 THAT IS FRONT OR SIDEMOUNTED AND LOCATED WITHIN 6" OF THE FRONT EDGE OF THE FOUNTAIN OR AN ELECTRONICALLYCONTROLLED DEVICE. THE SPOUT SHALL BE LOCATED 15" MINIMUM FROM THE VERTICAL SUPPORT AND 5"MAXIMUM FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. SPOUT OUTLETS SHALL BE 36"MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.E.WATER FLOW. THE SPOUT SHALL PROVIDE A FLOW OF WATER AT LEAST 4" HIGH MINIMUM AND SHALL BELOCATED 5" MAXIMUM IN FRONT OF THE UNIT. THE ANGLE OF THE WATER STREAM SHALL BE MEASUREDHORIZONTALLY RELATIVE TO THE FRONT FACE OF THE UNIT. WHERE SPOUTS ARE LOCATED LESS THAN 3"FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 30° MAXIMUM. WHERESPOUTS ARE LOCATED BETWEEN 3" AND 5" MAXIMUM FROM THE FRONT FACE OF THE UNIT, THE ANGLE OFTHE WATER STREAM SHALL BE 15° MAXIMUM.9" MIN. 27" MINMUM 17" TO 19"3"KNEETOE48" MINIMUM 18" TO 19"CENTER CLEAR SPACEON DRINKING FOUNTAIN8"19" MAX.18" TO 19"F.F.TELEPHONES SHALL COMPLY WITH CBC SECTIONS 1140A AND 11B-704.A.GENERAL. IF PUBLIC PAY TELEPHONES, PUBLIC CLOSED-CIRCUIT TELEPHONES OR OTHER PUBLICTELEPHONES ARE PROVIDED THEY SHALL COMPLY WITH THE REQUIREMENTS WITHIN THIS DETAIL. AT LEASTONE TELEPHONE IN EACH BANK OF TELEPHONES SHALL BE ACCESSIBLE.B.CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR OR GROUND SPACE AT LEAST 30" X 48" THAT ALLOWS AFORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED ATTELEPHONES.C.SIZE AND APPROACH. THE MINIMUM CLEAR FLOOR OR GROUND SPACE REQUIRED TO ACCOMMODATE ASINGLE, STATIONARY WHEELCHAIR AND OCCUPANT IS 30" BY 48". THE MINIMUM CLEAR FLOOR OR GROUNDSPACE FOR WHEELCHAIRS MAY BE POSITIONED FOR EITHER FORWARD OR PARALLEL APPROACH TO ANOBJECT. CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY BE PART OF THE KNEE SPACEREQUIRED UNDER SOME OBJECTS. SEE DETAIL 22, ITEM C, ON SHEET AD-02. FOR ADDITIONAL INFORMATION.D.RELATION OF MANEUVERING CLEARANCES TO WHEELCHAIR SPACES. ONE FULL UNOBSTRUCTED SIDE OF ACLEAR FLOOR OR GROUND SPACE OF A WHEELCHAIR SHALL ADJOIN ANOTHER WHEELCHAIR FLOOR SPACE.IF A CLEAR FLOOR SPACE IS LOCATED IN AN ALCOVE OR OTHERWISE CONFINED ON ALL OR PART OF THREESIDES, ADDITIONAL MANEUVERING CLEARANCES SHALL BE PROVIDED. SEE DETAIL 22, ITEM C, ON SHEETAD-02. FOR ADDITIONAL INFORMATION.E.FLOOR SURFACES FOR WHEELCHAIR SPACES. FLOOR SURFACES SHALL CONFORM TO THE REQUIREMENTSWITHIN DETAIL 22, ITEM D, ON SHEET AD-02. BASES, ENCLOSURES AND FIXED SEATS SHALL NOT IMPEDEAPPROACHES TO TELEPHONES BY PEOPLE WHO USE WHEELCHAIRS.F.MOUNTING HEIGHT. THE HIGHEST OPERABLE PART OF A TELEPHONE SHALL MEET THE SPECIFIED REACHRANGES SPECIFIED WITHIN DETAIL 22, ITEM E, ON SHEET AD-02. TELEPHONES MOUNTED DIAGONALLY IN ACORNER THAT REQUIRE WHEELCHAIR USERS TO REACH DIAGONALLY SHALL HAVE THE HIGHEST OPERABLEPART ON HIGHER THAN 54" ABOVE THE FLOOR. WHEN ENCLOSURES ARE PROVIDED, THE REACH RANGESSHALL BE AS SPECIFIED IN THE FIGURES BELOW.G.ENCLOSURES. IF TELEPHONE ENCLOSURES ARE PROVIDED, THEY MAY OVERHANG THE CLEAR FLOOR SPACEREQUIRED IN ITEMS B, C AND D ABOVE WITHIN THE LIMITS SHOWN BELOW.SIDE REACH ENCLOSURESFORWARD REACH ENCLOSURESH.VOLUME CONTROL TELEPHONES. PUBLIC TELEPHONES REQUIRED TO HAVE VOLUME CONTROLS SHALL BEEQUIPPED WITH A RECEIVE VOLUME CONTROL THAT PROVIDES A GAIN ADJUSTABLE UP TO 20 dB MINIMUM.FOR INCREMENTAL VOLUME CONTROL, PROVIDE AT LEAST ONE INTERMEDIATE STEP OF 12 dB OF GAINMINIMUM. AN AUTOMATIC RESET SHALL BE PROVIDED. VOLUME CONTROL TELEPHONES SHALL BE EQUIPPEDWITH A RECEIVER THAT GENERATES A MAGNETIC FIELD IN THE AREA OF A RECEIVER CAP. PUBLICTELEPHONES WITH VOLUME CONTROL SHALL BE HEARING AID COMPATIBLE.I.TEXT TELEPHONES. IF A TOTAL OF FOUR OR MORE TELEPHONES (INCLUDING BOTH INTERIOR AND EXTERIORPHONES) ARE PROVIDED AT A SITE, AND IF AT LEAST ONE OF THE TOTAL IS IN AN INTERIOR LOCATION, THENAT LEAST ONE INTERIOR PUBLIC TEXT TELEPHONE SHALL BE PROVIDED. TEXT TELEPHONES SHALL MEET THEREQUIREMENTS SPECIFIED IN CBC SECTION 1140A.7, 11B-704.4 & 11B-704.5.J.CONTROLS. TELEPHONES SHALL HAVE PUSH BUTTON CONTROLS WHERE SERVICE FOR SUCH EQUIPMENT ISAVAILABLE.K.CORD LENGTH. THE CORD FROM THE TELEPHONE TO THE HANDSET SHALL BE AT LEAST 29" LONG.L.TELEPHONE DIRECTORIES, WHERE PROVIDED, SHALL BE LOCATED IN ACCORDANCE WITH THE REACHRANGES IN DETAIL 22, ITEM E, ON SHEET AD-02.ACCESSIBLE SWIMMING POOLS SHALL COMPLY WITH CBC SECTIONS 1141A AND 31BA.GENERAL. SWIMMING POOLS IN COMMON USE AREAS SHALL COMPLY WITH THE STATED CODE SECTIONS. SEELANDSCAPE PLANS FOR REQUIREMENT COMPLIANCE AND INFORMATION.B.SWIMMING POOL DECK AREAS. SWIMMING POOL DECK AREAS MUST BE ACCESSIBLE, AND A MECHANISM TOASSIST PERSONS WITH DISABILITIES TO GAIN ENTRY INTO THE POOL AND EXIT FROM THE POOL SHALL BEPROVIDED AT EACH POOL TYPE. SEE LANDSCAPE PLANS FOR REQUIREMENT COMPLIANCE AND INFORMATION.30" MINIMUMEQ.EQ.36" MINIMUMCLEAR32" MINIMUMCLEAR> 24" 18" MIN. 24" MAX. 18" TO 19" 18" TO 19"WALLS, CAVITYWALL OR HANDRAILSVARRIES30" MIN. CLEARWALLS, CAVITY WALL ORHAND RAILS, SEE FIGURESABOVE FOR ADDITIONALINFORMATIONCLEAR FLOOR SPACE OFLOW FOUNTAIN CANENCROACH UNDER "HIGH"FOUNTAIN IF KNEE SPACEIS PROVIDED."HIGH" FOUNTAIN"LOW" FOUNTAINEQ.EQ.ANY WIDTH10" MAX 34" MAXIMUM 27" OR BELOW 48" MAXIMUMPLAN VIEWELEVATION34" MAXIMUM 27" OR BELOW 48" MAXIMUMPLAN VIEWELEVATIONANY WIDTHSEE PLAN VIEW20" MAX "X" 24" MAX 30" MIN. CLEARIF "X" ≤ 20"36" MIN. CLEARIF "X" > 20"19" MAX 48" MINIMUM30" MINIMUM 30" MINIMUM48" MINIMUM 15 MIN."5"MAX.D.SPACES ALLOWANCES AND REACH RANGES IN COMMON USE AREAS. SEE DETAIL 22 ON SHEET AD-02 FORTHE REQUIRED CLEAR SPACE, ALLOWABLE REACH RANGES AND REQUIREMENTS FOR CONTROLS ANDOPERATING MECHANISMS.1'-4" MAX.CHARACTER WIDTH TOHEIGHT RATIO BETWEEN3:5 (SHOWN) AND 1:1STROKE WIDTH TOHEIGHT RATIO BETWEEN1:5 AND 1:10 (SHOWN).3/8" MIN. 1/2" MAX. 60" ABOVE FIN. FLR. TO CENTER OF SIGN GRADE 2 BRAILLE12" MINIMUM 18" MINIMUMSTAIR NUMBERGRADE 2 BRAILLEROOF ACCESSGRADE 2 BRAILLEFLOOR LEVELGRADE 2 BRAILLEFLOOR LEVELS SERVEDGRADE 2 BRAILLE.ADDITIONAL RAISED CHARACTER AND BRAILLE EXIT SIGNS PER CBC SECTIONS 1013.4 AND 11B-703SIGNS. WHEN SIGNS AND OR IDENTIFICATION DEVICES ARE PROVIDED THEY SHALL COMPLY WITH CBCSECTION 1143A & 11B-703.A. WHEN SIGNS IDENTIFY PERMANENT ROOMS AND SPACES OF A BUILDING, THEY SHALL COMPLYWITH NOTES E, F, H, I AND J BELOW.B.WHEN SIGNS DIRECT OR GIVE INFORMATION ABOUT PERMANENT ROOMS AND SPACES OF ABUILDING, THEY SHALL COMPLY WITH NOTES E, F AND G BELOW.C.WHEN SIGNS IDENTIFY, DIRECT OR GIVE INFORMATION ABOUT ACCESSIBLE ELEMENTS ANDFEATURES OF A BUILDING, THEY SHALL INCLUDE THE APPROPRIATE SYMBOL OF ACCESSIBILITYAND COMPLY WITH NOTES E AND J BELOW.D.IDENTIFICATION SIGNS SHALL COMPLY WITH ALL REQUIREMENTS. DIRECTION AND INFORMATIONSIGNS SHALL COMPLY WITH FINISH, PROPORTIONS, AND CHARACTER HEIGHT. ACCESSIBILITYSIGNS SHALL COMPLY WITH FINISH AND CONTRAST.E.FINISH AND CONTRAST CHARACTERS, SYMBOLS, AND THEIR BACKGROUND SHALL HAVE ANON-GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND,EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND.F.PROPORTION CHARACTERS ON SIGNS SHALL SE SELECTED FROM FONTS WHERE THE WIDTH OFTHE UPPERCASE LETTER "O" IS 60% MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OFTHE UPPERCASE LETTER "I".G.CHARACTER HEIGHT CHARACTERS AND NUMBERS ON SIGNS SHALL SIZED ACCORDING TO THEVIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASUREDUSING AN UPPERCASE "X'. LOWERCASE CHARACTERS ARE PERMITTED. FOR SIGNS SUSPENDEDOR PROJECTED ABOVE THE FINISH FLOOR GREATER THAN 80", THE MINIMUM CHARACTER HEIGHTSHALL BE 3".H.RAISED CHARACTERS AND PICTORIAL SYMBOL SIGNS WHEN RAISED CHARACTERS AREREQUIRED OR PICTORIAL SYMBOLS ARE USED ON SUCH SIGNS, THEY SHALL CONFORM TO THEFOLLOWING REQUIREMENTS:1.CHARACTERS ON SIGNS SHALL BE RAISED 132" MINIMUM AND SHALL BE SANS-SERIFUPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE COMPLYING WITH "F" BELOW.2.RAISED CHARACTERS SHALL BE A MINIMUM 58" AND A MAXIMUM OF 2" HIGH.3.PICTORIAL SYMBOL SIGNS SHALL BE ACCOMPANIED BY THE VERBAL DESCRIPTION PLACEDDIRECTLY BELOW THE PICTOGRAM. THE OUTSIDE DIMENSION OF THE PICTOGRAM FIELDSHALL BE A MINIMUM OF 6" IN HEIGHT.4.CHARACTERS AND BRAILLE SHALL BE IN A HORIZONTAL FORMAT. BRAILLE SHALL BE PLACEDA MINIMUM 38" AND A MAXIMUM 12" DIRECTLY BELOW THE TACTILE CHARACTERS, FLUSH LEFT ORCENTERED. WHEN TACTILE TEXT IS MULTILINED, ALL BRAILLE SHALL BE PLACED TOGETHERBELOW ALL LINES OF TACTILE TEXT.I.LOCATION WHEN A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATEDALONGSIDE THE DOOR AT THE LATCH SIDE. WHEN A TACTILE SIGN IS PROVIDED AT DOUBLEDOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHEN THESIGN IS LOCATED WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THERIGHT HAND DOOR. WHEN THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR ORAT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENTWALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOORSPACE OF 18" MINIMUM BY 18" MINIMUM, CENTERED ON THE TACTILE CHARACTERS IS PROVIDEDBEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPENPOSITION.J.HEIGHT SIGNS WITH RAISED CHARACTERS SHALL BE LOCATED 48" MINIMUM ABOVE THE FINISHFLOOR, MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60" MAXIMUMABOVE THE FINISH FLOOR, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISEDCHARACTERS.K.BRAILLE CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHENEVER BRAILLE IS REQUIRED.BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH CBCSECTION 1143A.7 AND CBC SECTION 11B-703.3.SINKPARALLEL OR FORWARDWITH KNEE SPACEAPPROACH REQUIRED,BASE CABINETS DIRECTLYUNDER THE SINK COUNTERAREA MUST BE REMOVABLETO PROVIDE CLEARANCEFOR A WHEELCHAIR. (CBC11B-306)GARBAGEDISPOSAL TO BECLEAR OF REQUIREDKNEE SPACEPICTOGRAMS. PICTOGRAMS SHALL COMPLY WITH CBC SECTION 11B-703.6.A. PICTOGRAMS SHOULD HAVE A FIELD HEIGHT OF 6 INCHES (152 MM) MINIMUM. CHARACTERS ANDBRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD.SEE 18 FORBOTTOM HALFOF SIGNMAXIMUMOCCUPANCY000POSTING OF OCCUPANT LOAD.EVERY ROOM OR SPACE WHICH IS USED FOR ASSEMBLY, CLASSROOM, DINING,DRINKING, OR SIMILAR PURPOSES HAVING AN OCCUPANT LOAD OF 50 OR MORESHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN ACONSPICUOUS PLACE, NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THEROOM OR SPACE, FOR THE INTENDED CONFIGURATIONS. POSTED SIGNS SHALL BEOF AN APPROVED LEGIBLE PERMANENT DESIGN AND SHALL BE MAINTAINED BY THEOWNER OR THE OWNER'S AUTHORIZED AGENT. CBC 1004.910"6 1/2" 1"COMMON & PUBLICAREA ACCESSIBILITYNOTES & DETAILS (2)AD-02.18181446162310241211172213-21-1915202-------REMOVABLE BASE CABINET AT SINK-PICTOGRAM-OCCUPANT LOAD SIGNAGE-DRINKING FOUNTAINSSWIMMING POOLSTELEPHONE5SIGNAGELOCKERS & STORAGECCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A06-21-23 SHOWERS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH SECTION 1134A.6A.GRAB BAR REINFORCEMENT SHALL BE INSTALLED CONTINUOUS IN THE WALLS OFSHOWERS 32 INCHES TO 38 INCHES ABOVE THE FLOOR AND MINIMUM OF 6 INCHESNOMINAL IN HEIGHT. (CBC 1134.6.4)B.WHEN A THRESHOLD IS USED, IT SHALL BE A MAXIMUM OF 2 INCHES IN HEIGHT AND HAVEABEVELED OR SLOPED ANGLE NOT EXCEEDING 1 UNIT VERTICAL IN 2 UNITS HORIZONTAL.THRESHOLD 12 INCH OR LESS IN HEIGHT MAY HAVE A BEVELED OR SLOPED ANGLE NOTEXCEEDING 45 DEGREES FROM HORIZONTAL. (CBC 1134.6.5)THIS SHEET IS FOR REFERENCE ONLY AND ILLUSTRATES CODE-REQUIRED MINIMUM STANDARDS FOR DWELLINGUNITS WITHIN A MULTIFAMILY DEVELOPMENT. SEE PERTINENT SHEETS, DRAWINGS, AND SPECIFICATIONS FORAPPLICATION OF THESE STANDARDS TO THIS SPECIFIC PROJECT.THE INFORMATION CONTAINED WITHIN THESE SHEETS ARE EXCERPTS FROM THE 2019 CALIFORNIA BUILDING CODE(CBC) AND APRIL 1998 FAIR HOUSING ACT (FHA) DESIGN MANUAL, AND INTENDED TO PROVIDED THE CONTRACTORTHE GENERAL REQUIREMENTS OF ACCESSIBILITY FOR THIS PROJECT. THE GENERAL CONTRACTOR SHALL BEKNOWLEDGEABLE OF AND SHALL BUILD TO ALL APPLICABLE ACCESSIBILITY CODE REQUIREMENTS, IF FURTHERINFORMATION OR CLARIFICATION IS REQUIRED, CONSULT THE ARCHITECT OR REFERENCE THE CBC AND FHADESIGN MANUAL PRIOR TO FABRICATION OR INSTALLATION OF THE WORK.DWELLING UNITS SHALL COMPLY WITH CBC CHAPTER 11A AND THE FHA DESIGN MANUAL. A DWELLING UNIT IS ASINGLE UNIT OF RESIDENCE FOR A FAMILY OF ONE OR MORE PERSONS, WHICH MAY INCLUDE CONDOMINIUMS, ANAPARTMENT UNIT WITHIN AN APARTMENT BUILDING, AND OTHER TYPES OF DWELLINGS IN WHICH SLEEPINGACCOMMODATIONS ARE PROVIDED BUT TOILETING OR COOKING FACILITIES ARE SHARED BY OCCUPANTS OF MORETHAN ONE ROOM OR PORTION OF THE DWELLING. EXAMPLES OF THE LATTER INCLUDE DORMITORY ROOMS ANDSLEEPING ACCOMMODATIONS IN SHELTERS INTENDED FOR OCCUPANCY SUCH AS RESIDENCES FOR HOMELESSPERSONS.CONTROL WALL HEAD WALL BACK WALL BATHTUBS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH CBC SECTION 1134A.5A.THERE SHALL BE A MINIMUM FLOOR SPACE 48" PARALLEL BY 30" PERPENDICULAR TO THESIDE OF THE BATHTUB OR BATHTUB-SHOWER COMBINATION MEASURED FROM THE FOOT ORDRAIN END OF THE TUB. THE AREA UNDER A LAVATORY MAY BE INCLUDED IN THE CLEARFLOOR SPACE PROVIDED THAT KNEE AND TOE SPACE COMPLY WITH SECTION 1134A.8 (SEEDETAIL 16 THIS SHEET). CABINETS UNDER LAVATORIES AND TOILETS SHALL NOT ENCROACHINTO THE FLOOR SPACE.B.GRAB BAR REINFORCEMENT SHALL BE PROVIDED ON THE BACK AND SIDE SURROUNDINGWALLS AS SHOWN BELOW. IA BATHTUB INSTALLED WITHOUT SURROUNDING WALLS SHALLPROVIDE REINFORCED AREAS FOR INSTALLATION OF FLOOR-MOUNTED GRAB BARS.C.FAUCET CONTROLS AND OPERATION MECHANISMS SHALL BE OPERABLE WITH ONE HANDAND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THEFORCE TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUND-FORCE. LEVEROPERATED, PUSH-TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLESOF ACCEPTABLE DESIGNS.KITCHENS SHALL COMPLY WITH CBC SECTION 1133AA.CLEAR FLOOR SPACE1.A CLEAR FLOOR SPACE SHALL BE PROVIDED FOR PARALLEL APPROACH AT ARANGE OR COOKTOP.2.A CLEAR FLOOR SPACE THAT PERMITS EITHER PARALLEL OR FORWARDAPPROACH SHALL BE PROVIDED AT THE KITCHEN SINK AND ALL OTHER FIXTURESOR APPLIANCES.3.THE CENTERLINE OF THE PROVIDED SPACE SHALL BE ALIGNED WITH THECENTERLINE OF THE FIXTURE OR APPLIANCE.B.CLEAR WIDTH1.U-SHAPED KITCHENS WITH A PARALLEL APPROACH AT A RANGE OR COOKTOP ATTHE BASE OF THE "U" SHALL HAVE A MINIMUM CLEAR WIDTH OF 60". (FIGURE A)2.U-SHAPED KITCHENS WITH A COOKTOP OR SINK AT THE BASE OF THE "U" WITH AFORWARD APPROACH SHALL HAVE A MINIMUM CLEAR WIDTH OF 48". (FIGURE BAND C)3.ALL OTHER KITCHENS SHALL HAVE A MIN. CLR. WIDTH OF 48". (FIGURE D)4.U-SHAPED KITCHENS WITH A SINK AND DISHWASHER AT THE BASE OF THE "U"SHALL HAVE A MINIMUM CLEAR WIDTH OF 68" TO ACCOMMODATE THE PARALLELAPPROACH OF BOTH THE SINK AND THE DISHWASHER. (FHA 7.9) (FIGURE E)C.REMOVEABLE CABINETRY1.24" DEEP BASE CABINETS AND SHELVING DIRECTLY BELOW THE KITCHEN SINKCOUNTER AREA SHALL BE REMOVEABLE WITHOUT THE USE OF SPECIALIZEDTOOLS OR KNOWLEDGE.2.KNEE SPACE PER 1134A.8, #4.3.THE FINISH FLOOR BELOW THE KITCHEN SINK SHALL BE EXTENDED TO THE WALL.D.COUNTERTOPS1.24" DEEP, 36" HIGH COUNTERTOP2.A MIN. LINEAR LENGTH OF 30" SHALL BE PROVIDED FOR THE INSTALLATION OFTHE KITCHEN SINK.3.A MIN. LINEAR LENGTH OF 30" SHALL BE PROVIDED FOR A WORK SURFACE. TWO15" BREADBOARDS MAY BE PROVIDED IN LIEU OF WORK SURFACE4.MIN. 5 PERCENT OF COVERED DWELLING UNITS MUST PROVIDERE-POSITIONABLE COUNTERTOP WORK SURFACE AND SINK PER CBC 1133A.4.1.STONE, CULTURED STONE, AND TILED COUNTERTOPS DO NOT NEED TO MEETTHE REPOSITIONING REQUIREMENTS. TWO 15" BREADBOARDS MAY BEPROVIDED IN LIEU OF THE RE-POSITIONABLE COUNTERTOP WORK SURFACEa.THE KITCHEN SINK AND WORK SURFACE COUNTERTOP SHALL BE DESIGNEDTO ENABLE REPOSITIONING TO A MINIMUM HEIGHT OF 28".b.BASE CABINETS DIRECTLY UNDER THE KITCHEN SINK AND WORK SURFACESHALL BE REMOVABLE AS REQUIRED IN SECTION 1133A.3.c.THE SIDES OF ADJACENT CABINETS AND THE BACK WALL SHALL BECONSTRUCTED OF DURABLE AND NONABSORBENT MATERIALS.d.FINISHED FLOORING SHALL BE EXTENDED TO THE WALL BENEATH THEKITCHEN SINK AND WORK SURFACE.E.KITCHEN SINK FAUCETCONTROLS AND OPERATION MECHANISMS SHALL BE OPERABLE WITH ONE HANDAND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST.THE FORCE TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUND-FORCE.LEVER OPERATED, PUSH-TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMSARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IFTHE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS.RANGE OR COOKTOPONLY PARALLELAPPROACH REQUIRED.CLEAR FLOOR SPACE AT APPLIANCES & FIXTURESBACK WALL6" MAX. 38" MIN.6" MAX.48" MIN.6" MAX.24" MIN.38" MIN. 32" MAX.48" MINIMUM30" MINIMUM GRAB BARREINFORCEMENT42" MIN.*18"MIN.32" MIN.CLR.**42" MIN.*INTERNAL UNIT DOORDOORWIDTH**LANDING MAYBE REDUCEDTO 39" IF DOORPROVIDES 34"CLR. OPENING.PRIMARY ENTRY DOORS AND REQUIRED EXIT DOORS SHALL COMPLY WITH SECTION 1132A.1.THE REQUIREMENTS OF SECTION 1126A.3 SHALL APPLY TO THE MANEUVERING CLEARANCES AT THE SIDE OF THEDOOR EXPOSED TO COMMON OR PUBLIC USE SPACES, INCLUDING ENTRY OR EXIT DOORS WHICH OPEN FROM THECOVERED MULTIFAMILY DWELLING UNIT INTO A CORRIDOR, HALLWAY OR LOBBY, OR DIRECTLY TO THE OUTSIDE.INTERIOR DOORS AND SECONDARY EXTERIOR DOORS SHALL COMPLY WITH SECTION 1132A.2.EXCEPT AS ALLOWED BY SECTION 1109A.2, INTERIOR DOORS INTENDED FOR USER PASSAGE AND SECONDARYEXTERIOR DOORS SHALL COMPLY WITH THIS SECTION. THE PROVISIONS OF THIS SECTION SHALL APPLY TO THEDWELLING UNIT SIDE OF DOORS LEADING FROM THE INTERIOR OF THE DWELLING UNIT TO AN UNFINISHEDBASEMENT OR ATTACHED GARAGE.A.THE WIDTH AND HEIGHT OF DOORS SHALL COMPLY WITH THE FOLLOWING:1.DOORS SHALL BE NOT LESS THAN 6'-8" IN HEIGHT2.SWINGING DOORS MUST PROVIDE A MINIMUM NET CLEAR OPENING WIDTH OF 32", MEASURED WITH THEDOOR OR DOORS POSITIONED AT AN ANGLE OF 90-DEGREES FROM THE CLOSED POSITION. A 34" DOOR ISACCEPTABLE.3.SWINGING DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES WITHIN THE DWELLING UNIT.4.A NOMINAL 32" CLEAR OPENING PROVIDED BY A STANDARD 6' WIDE SLIDING PATIO DOOR IS ACCEPTABLE.5.A PAIR OF DOORS, MANUAL OR AUTOMATIC, MUST HAVE AT LEAST ONE LEAF THAT PROVIDES A CLEARWIDTH OF NOT LESS THAN 32", MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90-DEGREESFROM ITS CLOSED POSITION.B.FLOOR OR LANDING ON EACH SIDE OF THE DOOR SHALL BE LEVEL AND CLEAR. CHANGES IN HEIGHT BETWEENLANDINGS SHALL COMPLY WITH CBC SECTION 1126A.2 OUTSIDE THE UNIT, SEE DETAIL 6 SHEET AD-02, ANDCBC SECTION 1132A.4 WITHIN THE UNIT, SEE DETAIL 4 THIS SHEET.C.MANEUVERING CLEARANCES AT DOORS SERVING COVERED DWELLING UNITS SHALL COMPLY WITH CBCSECTION 1132A.5 (SEE FIGURES BELOW) AND CBC SECTION 1126A.3 FOR OTHER DOORS.D.MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8 1/2 POUNDS FOR EXTERIOR DOORS AND 5POUNDS FOR INTERIOR DOORS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THEDOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ENFORCEMENT AGENCY, NOTTO EXCEED 15 POUNDS .E.IF THE DWELLING UNIT ENTRY DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BEADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TOMOVE TO A POINT 3 INCHES FROM THE LATCH, MEASURED TO THE LANDING EDGE OF THE DOOR (SECTION1126A.4.1 AND FHA REQ. 3).F.HAND-ACTIVATED DOOR LATCHING, LOCKING AND OPENING HARDWARE SHALL BE CENTERED BETWEEN 30"AND 44" ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND-ACTIVATED AND ON ANACCESSIBLE ROUTE SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS,PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRINGTHE ABILITY TO GRASP THE HARDWARE.G.LEVER OR LEVER ACTUATED LATCHES OR LOCKS SHALL BE CURVED TO RETURN TO WITHIN 1/2" OF THE DOORTO PREVENT CATCHING OF CLOTHING OF PERSONS DURING EGRESS IN GROUP R AND U OCCUPANCIES WITHAN OCCUPANT LOAD GREATER THAN 10.H.THE BOTTOM 10" OF ALL DOORS SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TOBE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERENARROW FRAME DOORS ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OFTHE DOOR.I.EVERY PRIMARY ENTRY DOOR TO A COVERED MULTI-FAMILY DWELLING UNIT SHALL BE PROVIDED WITH ADOOR BUZZER, BELL, CHIME OR EQUIVALENT . THE ACTIVATING MECHANISM SHALL BE MOUNTED A MAXIMUMOF 48" ABOVE THE FLOOR AND CONNECTED TO PERMANENT WIRING.ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS SHALL COMPLY WITH CBC SECTION1136AA.ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS ANDCOMMUNICATION SYSTEM RECEPTACLES SHALL BE LOCATED NO MORE THAN 48" MEASUREDFROM THE TOP OF THE RECEPTACLE OUTLET BOX NOR LESS THAN 15" TO THE BOTTOM OFTHE RECEPTACLE OUTLET BOX TO THE LEVEL OF THE FINISHED FLOOR OR WORKINGPLATFORM. IF THE REACH IS OVER A PHYSICAL BARRIER OR AN OBSTRUCTION (FOR EXAMPLEA KITCHEN BASE CABINET), RECEPTACLES SHALL BE LOCATED WITHIN THE REACH RANGESSPECIFIED IN SECTION 1138A.3. PHYSICAL BARRIERS AND OBSTRUCTIONS SHALL NOT EXTENDMORE THAN 25 INCHES FROM THE WALL BENEATH THE RECEPTACLE.RECEPTACLE OUTLETS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLEPROVIDED THAT COMPARABLE RECEPTACLE OUTLETS, THAT PERFORM THE SAME FUNCTIONS,ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE.EXCEPTIONS INCLUDE OUTLETS INSTALLED FOR BASEBOARD HEATERS, FLOOR RECEPTACLESINSTALLED ADJACENT TO SLIDING PANELS OR WALLS, BASEBOARD OUTLETS USED INRELOCATABLE PARTITIONS, WINDOW WALLS OR OTHER ELECTRICAL CONVENIENCE FLOOROUTLETS NOT SUBJECT TO THE MINIMUM HEIGHT REQUIREMENTS.B.CONTROLS OR SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREATO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, ALARMS OR COOLING,HEATING AND VENTILATING EQUIPMENT SHALL BE LOCATED NO MORE THAN 48" MEASURED TOTHE TOP OF THE RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING NOR LESS THAN 15" TOTHE BOTTOM OF THE RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING TO THE LEVEL OFTHE FINISHED FLOOR OR WORKING PLATFORM. IF THE REACH IS OVER AN OBSTRUCTION (FOREXAMPLE A KITCHEN BASE CABINET) SWITCHES AND CONTROLS SHALL BE LOCATED WITHINTHE REACH RANGES SPECIFIED IN SECTION 1138A.3. PHYSICAL BARRIERS OR OBSTRUCTIONSSHALL NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CONTROL.SWITCHES AND CONTROLS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE,PROVIDED THAT COMPARABLE CONTROLS OR OUTLETS, THAT PERFORM THE SAMEFUNCTIONS, ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE..EXCEPTIONS INCLUDE APPLIANCES (KITCHEN STOVES, DISHWASHERS, RANGE HOODS,MICROWAVE OVENS, LAUNDRY EQUIPMENT AND SIMILAR APPLIANCES) THAT HAVE CONTROLSLOCATED ON THE APPLIANCE.WATER CLOSETS IN BATHROOMS AND POWDER ROOMS SHALL COMPLY WITH CBC SECTION1134.A.7.A.THE MINIMUM FLOOR SPACE PROVIDED AT A WATER CLOSET SHALL BE 48" IN CLEAR WIDTH.THE CLEAR FLOOR SPACE SHALL EXTEND PAST THE FRONT EDGE OF THE WATER CLOSET ATLEAST 36".EXCEPTION: THE 48" MINIMUM CLEAR WIDTH MAY BE REDUCED TO 36" FOR LAVATORIES,CABINETS, WING WALLS OR PRIVACY WALLS LOCATED IMMEDIATELY ADJACENT TO A WATER CLOSET WHICH EXTEND NO MORE THAN 24" IN DEPTH.WATER CLOSETS SHALL BE LOCATED WITHIN BATHROOMS IN A MANNER THAT PERMITS AGRAB BAR TO BE INSTALLED ON ONE SIDE OF A FIXTURE. IN LOCATIONS WHERE WATERCLOSETS ARE ADJACENT TO WALLS, VANITIES, LAVATORIES OR BATHTUBS, THE CENTERLINEOF THE FIXTURE SHALL BE A MINIMUM OF 18" FROM THE OBSTACLE.B.WATER CLOSETS SHALL BE LOCATED IN A FLOOR SPACE MIN. 48" IN WIDTH AND MIN. 66" INDEPTH. A FIXED CABINET OR WING WALL MAY PROJECT MAX. 24" PERPENDICULAR FROM THEREAR WALL OF THE FIXTURE (FHA 7.43-7.44).C.WATER CLOSET SEAT HEIGHT SHALL BE MIN. 15".D.CONTROLS SHALL SHALL BE MOUNTED NO MORE THAN 44" ABOVE THE FLOOR. THE FORCEREQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUND-FORCEE.GRAB BAR REINFORCEMENT SHALL BE PROVIDED AS SHOWN BELOW.17" - 18"CL18" MIN.36" MIN. CLR.LAVATORY/VANITY WITH FIXEDCABINETRY PERMITTED36" MINIMUM CLEAR 66" MIN. (FHA 7.43) 24" MAX (FHA 7.43) 32" MAX. 38" MIN.GRAB BARREINFORCEMENT40" MIN.12"MAX.26" MIN.15" MIN. SEAT GRAB BARREINFORCEMENT1'-0"MAX2'-6" MIN. CLEAR 6" MIN5'-0" MIN. CLEAR ENTRANCE48" MIN. CLEAR30" MIN.KITCHENS SHALL HAVE A MINIMUM CLEAR WIDTH MEASURED BETWEEN ANYCABINET, COUNTERTOP OR THE FACE OF ANY APPLIANCE (EXCLUDINGHANDLES AND CONTROLS) THAT PROJECTS INTO THE KITCHEN AND THEOPPOSING CABINET, COUNTERTOP, APPLIANCE OR WALL AS FOLLOWS:KITCHEN SINKPARALLEL OR FORWARDWITH KNEE SPACEAPPROACH REQUIRED,BASE CABINETS DIRECTLYUNDER THE KITCHEN SINKCOUNTER AREA MUST BEREMOVABLE TO PROVIDECLEARANCE FOR AWHEELCHAIR. (CBC 1133A.3)OVEN, DISHWASHER ANDTRASH COMPACTORPARALLEL OR FORWARDAPPROACH REQUIREDREQUIREDFUNCTIONAL 30"X48"CLEAR SPACE FORAPPLANCE WITHPULL OUT OR PULLDOWN DOOR (FHA)REFRIGERATORPARALLEL OR FORWARDAPPROACH REQUIREDREQUIREDFUNCTIONAL 30"X48"CLEAR SPACE ATRANGE PULL DOWNDOOR (FHA)REQUIRED 30"X48"CLEAR SPACE ATCOOKTOP (FORWARDAPPROACH WITH KNEESPACE AS ALTERNATE)6"DOOR DIM6"GARBAGEDISPOSAL TO BECLEAR OF REQUIREDKNEE SPACEACCESSIBLE ROUTE(S) WITHIN COVERED MULTIFAMILY DWELLING UNITS SHALL COMPLY WITHSECTION 1130A.A.AN ACCESSIBLE ROUTE SHALL BE PROVIDED THROUGH ALL ROOMS AND SPACES OF THEDWELLING UNIT. THE ACCESSIBLE ROUTE SHALL PASS THROUGH THE PRIMARY ENTRY DOOR,AND SHALL CONNECT WITH ALL ADDITIONAL EXTERIOR DOORS, REQUIRED CLEAR FLOOR SPACESAT KITCHEN APPLIANCES AND BATHROOM FIXTURES.B.THE ACCESSIBLE ROUTES INTO AND THROUGHOUT COVERED MULTIFAMILY DWELLING UNITS MAYINCLUDE HALLWAYS, CORRIDORS AND RAMPS AND SHALL BE AT LEAST 36" WIDE.CHANGES IN LEVEL ON ACCESSIBLE ROUTES WITHIN THE MULTIFAMILY DWELLING UNIT SHALLCOMPLY WITH SECTION 1131A.A.ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 12".B.WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATERTHAN 1 UNIT VERTICAL TO 2 UNITS HORIZONTAL (50% SLOPE).C.CHANGES IN LEVEL NOT EXCEEDING 14" MAY BE VERTICAL.D.CHANGES IN LEVEL GREATER THAN 12" SHALL BE MADE BY MEANS OF A RAMP, ELEVATOR ORPLATFORM LIFT.48" MIN. CLEAR42" MIN. CLEAR 48" MIN.30" MIN.13'-0" MIN. ENTRANCE36" MIN CLEAR PATH39" IF 3' DR INSTALLEDMAXIMUM 1/2" : 1'-0"SLOPE23MAXIMUM 1/2" : 1'-0"SLOPE3'-0" MIN. CLEAR39" IF 3' DR INSTALLED36" MIN. ENTRANCE 39" IF 3' DOOR INSTALLED 30" MIN.48" MIN. 60" MIN. CLEAR MAXIMUM 1/2" : 1'-0" SLOPE REAR WALLALTERNATE ROLL-IN60 INCH ROLL-IN42 INCH ROLL-INLOCATE CONTROL ANDSPRAY ON WALL FLUSH ANDPARALLEL WITH MANEUVERINGSPACE OUTSIDE THE SHOWERTYPICAL ALL SHOWER PLANSCONTROL WALLCONTROL WALLREAR WALLCONTROL WALLSEAT WALLREAR WALL 48" MINIMUMCLEAR (FHA 7.43).48"MINIMUM CLEARWIDTH68"MINIMUM CLEAR WIDTH60" DIAMETERTURNING CIRCLEFIGURE ASEE CBC 1133A.2.1 "CLEAR WIDTH" NOTE #148"MINIMUM CLEARWIDTH48"MINIMUM CLEARWIDTH(FHA 7.9)60"MINIMUM CLEARWIDTHFIGURE BSEE CBC 1133A.2.1 "CLEAR WIDTH" NOTE #2FIGURE CSEE CBC 1133A.2.1 "CLEAR WIDTH" NOTE #2RANGE ORCOOKTOPWITHPARALLELAPPROACH48"MINIMUM CLEARWIDTHSINK OR COOKTOPWITH FORWARDAPPROACHFIGURE DSEE CBC 1133A.2.1 "CLEAR WIDTH" NOTE #3FIGURE ESEE CBC 1133A.2.1 "CLEAR WIDTH" NOTE #248"MINIMUM CLEARWIDTH 48" MINIMUM CLEAR WIDTH 48"MINIMUM CLEARWIDTH48"MINIMUM CLEARWIDTH LOCATED AT BOTH HEADWALL AND CONTROL WALL44" MIN.18"MIN.32" NET.CLEARINTERIOR SIDE44" MIN. 48" MIN. @ FRONT APPROACH PRIMARY ENTRY (MIN. 3'-0" WIDE DOOR)DOORWIDTH1'-0" FRONT APPROACH*2'-0" LATCH APPROACH* IF A CLOSEROR A CLOSERAND A LATCHARE PROVIDEDEXTERIOR SIDE54" AT HINGEAPPROACHSINK OR COOKTOPWITH FORWARDAPPROACH30" CLEAR WORK SURFACEPARALLEL OR FORWARD WITHKNEE SPACE APPROACHREQUIRED, BASE CABINETS,SHELVING, AND TOE KICKDIRECTLY UNDER WORKSPACECOUNTER MUST BE REMOVABLETO PROVIDE 30" MINIMUMCLEARANCE FOR A WHEELCHAIR.(CBC 1133A.3)30" MINIMUM CLEAR WIDTH FOLDAWAY GRAB BAR IN VERTICALPOSITION1 1/4" DIA 29" LONG METALFOLDAWAY GRAB BAR DESIGNEDFOR A MINIMUM 250 POUND LOAD,ACCESSIBLE ENVIRONMENTSMODEL BOBRICK B-4998 GRAB BAROR EQ.1 1/4" - 1 1/2" DIA 36" LONGWALL-MOUNTED METAL GRAB BARCONCRETE SLABFF36" MAX WHERE TOLET TANK OBSTRUCTS 2 x 8 WOOD BLOCKING OR METALBACKING REINFORCEMENT42" MIN33" 32"FF6" MIN REINFORCEMENT1 1/2" MIN 1 1/2" MINFOFFOF BATH TUBNOTE:GRAB BAR DESIGN IS PROVIDEDHEREWITH TO DEMONSTRATE HOWFUTURE INSTALLATION OF GRABBAR MAY BE ACHIEVED TO COMPLYWITH CBC. CONTRACTOR TOPROVIDE GRAB BARREINFORCEMENT IN WALL. ACTUALINSTALLATION OF GRAB BAR IS NOTPART OF CONTRACT.24" MINGRAB BARS SHALL COMPLY WITH CBC SECTION 1127A.4A.GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, 33" MINIMUM AND 36" MAXIMUMABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE. EXCEPTION THAT THE HEIGHT OF THE LOWER GRAB BAR ON THE BACK WALL OF A BATHTUB SHALL COMPLY WITH SECTION 1127A.5.2.B.THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL COMPLY WITHTHE FOLLOWING: 1. GRAB BARS WITH CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF 1 14". 2. GRAB BARS WITH NON-CIRCULAR CROSS SECTION SHALL HAVE A CROSS- SECTION DIMENSION OF 2" MAXIMUM. THE PERIMETER DIMENSION OF GRAB BARS WITH NON-CIRCULAR CROSS SECTION SHALL BE 4" MINIMUM AND AND 4.8" MAXIMUM. 3. L-SHAPED OR U-SHAPED GRAB BARS SHALL BE PERMITTED.C.THE SECURED STRENGTH OF GRAB BARS, TUB AND SHOWER SEATS, FASTENERS ANDMOUNTING DEVICES SHALL MEET THE REQUIREMENTS WITHIN SECTION 1127A.4.4. GRAB BARSSHALL NOT ROTATE WITHIN THEIR FITTINGS.D.A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANYSHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUND EDGES.1 12"MIN33" MINIMUM AND 36"MAXIMUM MOUNTINGHEIGHT ABOVE THEFINISH FLOOR CIRCULAR DIAMETER OF 1 14"MINIMUM TO 2" MAXIMUM.1 12"MINOBSTRUCTION FACE OF FINISH9" MIN. 27" MIN. @ REAR 34" MAX. 40" MAX.17" MIN. DEEP TOECLEARANCE 30" WIDE 8" DEEP KNEECLEARANCE 30" WIDE11" DEEP KNEECLEARANCE 30" WIDERIM/COUNTERMIRRORKNEETOELAVATORIES, VANITIES, MIRRORS AND TOWEL FIXTURES SHALL COMPLY WITH CBC SECTION1134A.8. WHEN TWO OR MORE LAVATORIES ARE PROVIDED, AT LEAST ONE SHALL BEACCESSIBLE.A.LOCATION: THE LAVATORY SHALL BE LOCATED WITH THE CENTERLINE OF THE FIXTURE AMINIMUM OF 18" FROM AN ADJOINING WALL OR FIXTURE FOR FORWARD APPROACH. THELAVATORY SHALL BE LOCATED WITH THE CENTERLINE OF THE FIXTURE A MINIMUM OF 24"FROM AN ADJOINING WALL OR FIXTURE FOR PARALLEL APPROACH. THE TOP OF THEFIXTURE RIM SHALL BE A MAXIMUM OF 34 " ABOVE THE FINISH FLOOR. DISTANCE SHALL BEMEASURED TO THE HIGHER OF THE FIXTURE RIM FOR SURFACE MOUNT OR COUNTERSURFACE FOR UNDER MOUNT.B.MANEUVERING: A 30" X 48" CLEAR SPACE SHALL BE CENTERED ON THE LAVATORY.C.CABINETS UNDER THE LAVATORY ARE PERMITTED PROVIDED A PARALLEL APPROACH ISPROVIDED AND THE CABINETS ARE DESIGNED TO PROVIDE THE ADAPTABLE KNEE AND TOECLEARANCES.D.KNEE AND TOE CLEARANCE SHALL BE PROVIDED AS SHOWN BELOW. A MAXIMUM OF 19" OFTHE REQUIRED FORWARD APPROACH MAY BE PROVIDED BY KNEE AND TOE CLEARANCES. AMAX. OF 6" OF THE REQUIRED FORWARD APPROACH MAY BE PROVIDED BY TOE CLEARANCE.E.THE FLOOR FINISH BENEATH THE LAVATORY SHALL EXTEND TO THE WALL.F.HOT WATER & DRAIN PIPES EXPOSED UNDER LAVATORIES SHALL BE INSULATED OROTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDERLAVATORIES.G.LAVATORY FAUCET CONTROLS AND OPERATION MECHANISMS SHALL BE OPERABLE WITHONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THEWRIST. THE FORCE TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUND-FORCE.LEVER OPERATED, PUSH-TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS AREEXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCETREMAINS OPEN FOR AT LEAST 10 SECONDS.H.WHERE MIRRORS OR TOWEL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH SHALL BEACCESSIBLE AND SHALL BE MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN 40" FROMTHE FLOOR.MAT CARPETING MUST CONSIST OF:A.LEVEL LOOPB.TEXTURED LOOPC.LEVEL CUT PILED.LEVEL CUT/UNCUT PILESECONDARY EXTERIOR DOORCOMPRESSED CARPET 1/2"MAX. BELOW THRESHOLDFINISHFLOOR EVENDOOR THRESHOLD29" MIN. @ FRONT MANEUVERING SPACEFORWARD APPROACH48" MIN. 15" MIN. CLEAR 24" MINIMUM CLEAR AT PARALLEL APPROACHKNEE DOOR LANDINGS SHALL COMPLY WITH CBC SECTION 1132A.4A.THE FLOOR OR LANDING ON EACH SIDE OF A DOOR SHALL BE LEVEL. PRIMARY ENTRY DOORS, REQUIRED EXITDOORS OR SECONDARY EXTERIOR DOORS WITH CHANGES IN HEIGHT BETWEEN THE INTERIOR SURFACE ORFLOOR LEVEL AND THE EXTERIOR SURFACE OR FLOOR LEVEL SHALL COMPLY WITH THE FOLLOWING:B.EXTERIOR LANDINGS OF IMPERVIOUS CONSTRUCTION SERVING PRIMARY ENTRY DOORS AND REQUIRED EXITDOORS ARE LIMITED TO NOT MORE THAN 1/2" OF CHANGE IN HEIGHT BETWEEN FLOOR SURFACES. CHANGESIN LEVEL SHALL EXCEEDING 1/2" SHALL BE MADE BY MEANS OF A RAMP WITH A MAXIMUM RAMP SLOPE NOGREATER THAN 1 : 12 (8.33%) PER CBC SECTION 1122A.2.C.EXTERIOR LANDINGS OF IMPERVIOUS CONSTRUCTION SERVING SECONDARY EXTERIOR DOORS ONTO DECKS,PATIOS OR BALCONY SURFACES MAY HAVE A MAXIMUM CHANGE IN HEIGHT FROM THE INTERIOR LANDING OF1", PROVIDED A RAMP WITH A MAXIMUM SLOPE OF 1 : 8 (12.5%) IS PERMANENTLY INSTALLED.THRESHOLDS SHALL COMPLY WITH CBC SECTION 1132A.4.1A.THRESHOLD AT PRIMARY ENTRY DOORS AND REQUIRED EXIT DOORS SHALL BE NO HIGHER THAN 1/2".B.THRESHOLDS AT UNIT SECONDARY EXTERIOR DOORS AND SLIDING GLASS DOORS SHALL BE NO HIGHER THAN3/4".C.MATERIAL CHANGES IN HEIGHT AT INTERIOR DOOR THRESHOLDS SHALL NOT EXCEED 1/2".D.THRESHOLDS WITH A CHANGE IN HEIGHT OF NOT MORE THAN 1/4" MAY BE VERTICAL.E.THRESHOLDS WITH A CHANGE IN HEIGHT BETWEEN 1/4" AND 3/4" SHALL BE BEVELED WITH A SLOPE NOGREATER THAN 1 : 2 (50%).181" MAX. STEP BETWEEN LANDINGS 3/4" MAX. RAMP 1/4" MAX. VERTICAL PRIMARY ENTRY AND REQUIRED EXIT DOORSRAMPINTERIOR FLOOR MATERIAL CHANGES2:1 BEVEL 1121/2" MAX. STEP BETWEEN LANDINGS 1/4" MAX. RAMP 1/4" MAX. VERTICALRAMP121/4" MAX. VERTICAL BEVEL1/4" MAX. BEVEL 2% MAXEXTERIORLANDING SLOPE2% MAXEXTERIORLANDING SLOPEPARALLEL APPROACH 1'-6" MINIMUM CLEAR AT FORWARD APPROACH 1/4" MAX. VERTICAL 2:1 BEVEL 1/4" MAX. VERTICAL DWELLING UNITACCESSIBILITYDETAILSAD-0348KITCHEN REQUIREMENTSLANDINGS & THRESHOLDSBATHTUBSHOWER3DOORSSWITCHES AND OUTLETSWATER CLOSET2ACCESSIBLE ROUTEGRAB BARS1GENERAL NOTES6-LAVATORY SINKCCOPYRIGHT1617212010911--CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AGRAB BAR ADJACENT TO TUBAAA06-21-23 Door open and closebuttons, where provided,identified by required tactilesymbols and braille andlocated above emergencybuttonsEmergency stop (whereprovided on existing panels- no longer permitted byASME A17.1)Emergency buttons (alarmand, where provided,emergency stop) groupedat bttom 35" min AFFmeasured to buttoncenterline and identified byrequired tactile symbolsand brailleMain Entry Floor (reuiredtactile symbol with braille)Braille (Grade 2) below ornext to raised charactersor symbolsFloor designation buttonsprovide visual indication ofregistered call thatextinguishes upon cararrivalButtons raised from or flushwith faceplate/trim ring(ferrule)Raised characters to immediate left of button, raised1/32" min, sans serif (sufficient color contrast fromthe background is recommended)3/4" min(smallestdimension)3/16" min5/8" - 2"In-car switches not used for passenger use (e.g. fireman'soperations) are not required to comply1/4" BEVELED EDGEKEY SWITCH1/4" ENGRAVEDBLACK LETTERSNOTES:1. VERIFY TEXT WITHELEVATORMANUFACTURER2. THIS SIGN AT EXIT FLOOR ONLY3/4" MINIMUM CALLBUTTONS RAISED 1/8"MIN. ABOVE FACE OFPLATEFIRE RECALL SWITCH ON - RECALLS ELEVATORSTO THIS FLOOROFF - NORMAL ELEVATOR OPERATIONSTO USE ELEVATORTURN FIRE SWITCHIN CAR TO ONPRESS FLOOR BUTTONPRESS DOOR CLOSE BUTTONTO CLOSE DOORPRESS DOOR OPEN BUTTONTO OPEN DOORTURN FIRE SWITCH OFFTO RELEASE ELEVATOR3-6" TO FIN FLR BLACK (ENGRAVED)1/4" BEVEL EDGERED (ENGRAVED)3/4" MINIMUM CALLBUTTONS RAISED 1/8"MIN. ABOVE FACE OFPLATE1/2" HIGH LOWER CASEMEDIUM HELVETICALETTERSIN CASE OF FIREUSE STAIRWAYFOR EXIT -DO NOT USEELEVATOR3'-6" TO FIN FLR ELEVATOR DOORGROUTSILL ANGLE & ATTACHMENTBY ELEV. MANUF.WOOD FRAMINGGYP. BRD.- SEE PLAN FORREQ. FOR WALL ASSEMBLYELEV. DOOR THRESHOLDBY ELEV. MANUF.ELEVATOR SHAFTFLOORING PER PLAN, FINISHSCHEDULE2"x 58" STL. STRINGERSMOUNTING BRACKETS &FASTENERS PER LADDER MFR.SECTIONELEVATIONALIGNREAR WALL ELEVATIONFRONT WALL ELEVATIONEMERGENCY PHONEILLUMINATED CONTROLBUTTONS31" MIN. TO 33" MAX. 35" MIN. 48" MAX. FRONT APPROACH 3" MIN.INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICES (STAR OF LIFE)SHALL BE PERMANENTLY ATTACHED TO EACH SIDE OF THE GURNEY/ STRETCHERELEVATOR HOISTWAY DOOR FRAME ON THE PORTION OF THE FRAME AT RIGHT ANGLES TOTHE LANDING OR HALLWAY AREA.6'-6" MIN. TO 7'-0" MAX. ABOVE FIN. FLOORSUPPORT RAILT.O. PITBOT. O. PITWALL ASSEMBLY PER PLAN1" DIA. RUNGS WELDED TOSTRINGERPHOTOELECTRIC TUBEBYPASS SWITCH6'-0" MIN. TO 6'-6" MAX.AT LEAST ONE MEDICALEMERGENCY SERVICE ELEVATORSHALL BE PROVIDED TOACCOMMODATE A 24" x 84"MEDICAL GURNEY ORSTRETCHER W/ NO LESS THAN 5"RADIUS CORNERS. SIZE OFELEVATOR CAR VARIES BYMANUF.1.ELEVATORS SHALL COMPLY WITH ALL FEFERAL, STATE AND LOCAL CODE REQUIREMENTS,INCLUDING BUT NOT LIMITED TO CBC 1124A FOR ACCESSIBILITY AND CBC CHAPTER 30,ELEVATORS.2.ELEVATOR SHALL BE SELF-LEVELING TO WITHIN 1/2" OF THE FLOOR LANDINGS UNDERNORMAL LOADING AND UNLOADING CONDITIONS.THE SELF-LEVELING SHALL, WITHIN ITSZONE, BE ENTIRELY AUTOMATIC AND INDEPENDANT OF THE OPERATING DEVICE AND SHALLCORRECT THE OVER-TRAVEL OR UNDER-TRAVEL. THE CAR SHALL ALSO BE MAINTAINEDAPPROXIMATELY LEVEL WITH THE LANDING IRRESPECTIVE OF THE LOAD. THE CLEARANCEBETWEEN THE CAR PLATFORM SILL AND THE EDGE OF THE HOISTWAY LANDING SHALL BENO GREATER THAN 1-1/4".3.MINIMUM ONE OF THE ELEVATORS PROVIDED SHALL HAVE A CAR DIMENSIONS THAT SHALLACCOMMODATE A 24" X 84" AMBULANCE GURNEY OR STRETCHER WITH NOT LESS THAN 5"RADIUS CORNERS, IN THE HORIZONTAL, OPEN POSITION.4.SUPPORT RAIL SHALL BE PROVIDED (1 MINIMUM) ON ONE WALL OF THE CAR (REARPREFERRED). TOP OF SUPPORT RAIL SHALL BE 31" MIN., 33" MAX. HEIGHT FROM THE FLOORAND SHALL BE MINIMUM 1-1/2" CLEARANCE FROM THE WALL. HANDRAIL SHALL BE SMOOTH,NO SHARP EDGES.5.REFER TO INTERIOR DESIGN DRAWINGS FOR CAR INTERIOR FINISHES6.THE MINIMUM ILLUMINATION AT THE CAR CONTROLS, THRESHOLD AND THE LANDING WHENTHE CAR AND LANDING DOORS ARE OPEN SHALL NOT BE LESS THAN 5 FOOT CANDLES.7.OBJECTS ADJACENT TO AND BELOW HALL CALL BUTTONS SHALL NOT PROJECT MORE THAN4".8.AUDIBLE SIGNAL SOUNDS SHALL BE ONCE FOR UP DIRECTION AND TWICE FOR DOWNDIRECTION (OR EQUIVALENT)9.CONTROLS AND EMERGENCY EQUIPMENT IDENTIFIED BY RAISED LETTERS & SYMBOLSSHALL INCLUDE, BUT NOT BE LIMITED TO, DOOR OPEN, DOOR CLOSE, ALARM BELL,EMERGENCY STOP, AND TELEPHONE.10.COMPARTMENT DOORS FOR EMERGENCY COMMUNICATION DEVICES SHALL BE LEVERTYPE AND SHALL NOT REQUIRE GRASPING, PINCHING OR TWISTING OF THE WRIST TOOPERATE.11.ALL CHARACTER AND SYMBOL BUTTONS SHALL BE DESIGNATED BY A 5/8" MINIMUM RAISEDCHARACTERS AND STANDARD RAISED SYMBOLS AS DESCRIBED IN 1124.3.3.2. GRADE 2BRAILLE SYMBOLS SHALL BE LOCATED IMMEDIATELY BELOW THE RAISED CHARACTERS.12.PROVIDE SMOKE-DETECTION ELEVATOR RECALL AT ELEVATOR ENTRANCE AREAS ANDMACHINE ROOMS.13.ELEVATOR HYDRAULIC LINE, WHEN USED, SHALL BE VIBRATION ISOLATED.14.CONTRACTOR SHALL VERIFY SOIL/WATER TABLE CONDITIONS PER GEOTECHNICAL REPORTAND MAKE NECESSARY ACCOMMODATIONS FOR ELEVATOR INSTALLATION15.CONTRACTOR SHALL VERIFY HOISTWAY AND ELEVATOR EQUIPMENT ROOM SIZES ANDREQUIREMENTS WITH ELEVATOR MANUFACTURER PRIOR TO CONSTRUCTION.NOTE: THIS DRAWING INDICATESACCESSIBILITY REQUIREMENTSONLY-SEE BUILDING PLANS FORADDITIONAL INFORMATION2" HIGH FLOOR NUMBER SHALLBE WHITE ON BLACKBACKGROUND. MAIN ENTRYLEVEL SHALL HAVE RAISEDFIVE-POINTED STAR W/2"OUTSIDE DIAMETER PER C.B.C1124.A.8.CONTRACTED GRADE 2 BRAILLESHALL BE PLACED BELOWCHARACTERS AND THE STARON BOTH JAMBSHALL LANTERN W/AUDIBLE SIGNALELEVATORCALL BUTTONS,SEE DETAILELEVATOR DOOR3'-6" TO FIN. FLR. 5'-0" 6'-6" MIN. 7'-0" MAX.CLCLCLSTAR OF LIFE AT EACH SIDEOF DOOR FRAME, GURNEY/STRETCHER ELEVATORONLY, SEE DETAIL72" MIN. TO FIN. FLR.CLWALL ASSEMBLY PER PLANDOOR HEAD5/8" TYPE X GYP. BD.HOLLOW METAL DOOR FRAMESMOKE DOOR IN OPEN POSITIONELEVATOR DOOR FRAME, PERMANUFACTURERSMOKE DOOR IN CLOSEDPOSITIONADJUST FRAMING TO FLUSHGYP. BD. WALL FINISH AND SMOKEDOOR IN OPENED POSITIONLINE OF SOFFIT ABOVEVERIFY WITH ELEVATOR MANUFACTURERSEEVERIFY W/ ELEVATOR MANUFACTURERCAB DOOR CLEAR WIDTH + 6"ELEVATOR CALL BUTTONSMOKE DOOR, VERIFY WIDTH IN FIELDHOLLOW METAL DOOR FRAME,FACTORY PRIMEDWALL ASSEMBLY PER PLAN90°SMOKE DOOR IN CLOSEDPOSITIONELEVATOR SHAFTMAGNETIC HOLD OPEN, SHIM AS REQUIREDTO INSTALL DOOR PARALLEL TO BACK WALLELEVATOR DOORSEALANTELEV. DOOR THRESHOLDBY ELEV. MANUF.FLOORING PER PLAN, FINISHSCHEDULEELEVATOR SHAFTSILL ANGLE & ATTACHMENTBY ELEV. MANUF.CONC. PODIUM DECKEDGE OF THRESHOLD FLUSH W/WALLEDGE OF THRESHOLD FLUSH W/WALLELEVATOR DOORGROUTELEV. DOOR THRESHOLDBY ELEV. MANUF.FLOORING PER PLAN & FINISHSCHEDULE. SLOPE FINISHSURFACE AND SUBSTRATEAWAY FROM DOOR @ 1/4" PERFOOT MAXEDGE OF THRESHOLD FLUSH W/WALLPROVIDE SEALANT AND BACKERROD FULL PERIMETER BOTTOMOF HOUSINGAUXILIARY RAILPROVIDE BACKING FOR CURTAINHOUSING MOUNTING PLATESMOKE CURTAIN ASSEMBLY4'-0" MIN. 12" TYP.24"10-TYP. CALL BUTTONCALL BUTTON @ EXIT FLOOR7-HOISTWAY DOOR15-1/2"CLR.FLOOR/CEILING ASSEMBLYPER PLANWALL ASSEMBLY PER PLAN1-ELEVATOR SHAFTHOISTWAY DOOR CLEAR WIDTHFURRING AS REQUIREDSIDE / OFF-CENTERED OPENINGCENTERED OPENINGPROVIDE GYP. BD.ENTIRE HEIGHT OFWALLCMU OR PIPCONCRETEHOISTWAY2X METALFRAMING2 LAYERS 58" TYPE'X' GYPSUMWALLBOARDMETAL DOOR& JAMBLOBBYR.O. PER ELEV. MFR.3'-6" CLR.HOISTWAY2 LAYERS 58" TYPE'X' GYPSUMWALLBOARDMETAL DOOR& JAMBCMU OR PIPCONCRETE2X METALFRAMINGSEALANT &BACKER ROD58" GYP. BD. ENTIRELENGTH OF WALLCLIPPED TO WALLPERSONS ABLE TO USE THE EXITSTAIRWAY DO SO AS SOON ASPOSSIBLE, UNLESS THEYARE ASSISTING OTHERS.AFTER ACTIVATINGTHE TWO-WAY EMERGENCYCOMMUNICATION SYSTEM, WAITHERE FOR ASSISTANCELOCATION[ADDRESS]FLOOR[FLOOR][Grade II Braille]DIRECTIONS (EXAMPLE SIGN)DIRECTIONS FOR THE USE OF THETWO-WAY COMMUNICATION SYSTEM,INSTRUCTIONS FOR SUMMONINGASSISTANCE VIA THE TWO-WAYCOMMUNICATION SYSTEM ANDWRITTEN IDENTIFICATION OF THELOCATION SHAL BE POSTED ADJACENTTO THE TWO-WAY COMMUNICATIONSYSTEM. SIGNAGE SHALL COMPLYWITH CHAPTER 11A, SECTION 1143A ORSECTION 11B-703.5 REQUIREMENTSFOR VISUAL CHARACTERS.60" MAX AFF48" MIN AFF PUSH FOR HELPRESCUE ASSISTANCECALL RECEIVEDWHEN LIGHTFLASHINGPUSH FOR HELPEXAMPLE HANDSFREE CALL BOXINDICATOR LIGHTPUSH TO CALL BUTTONSPEAKERREQUIREMENTSTWO-WAY COMMUNICATION SYSTEMSSHALL PROVIDE COMMUNICATIONBETWEEN EACH REQUIRED LOCATIONAND A CENTRAL CONTROL POINTLOCATION APPROVED BY THE FIREDEPARTMENT. WHERE THE CENTRALCONTROL POINT IS NOT AT ACONSTANTLY ATTENDED LOCATION, ATWO-WAY COMMUNICATION SYSTEMSHALL HAVE A TIMED AUTOMATICTELEPHONE DIAL-OUT CAPABILITY TOA MONITORING LOCATION. THETWO-WAY COMMUNICATION SYSTEMSHALL INCLUDE BOTH AUDIBLE ANDVISIBLE SIGNALS.40" MIN AFF48" MAX AFF ELEVATOR DETAILSAD-04ELEVATOR SMOKE DOORELEVATOR SILL @ CONCRETEELEVATOR SILL @ EXTERIORELEVATOR SILL @ INTERIORELEVATOR GURNEY REQ.CALL BUTTON DETAILCONTROL PANELELEVATOR SMOKE CURTAINELEVATOR DOOR HEADERELEVATOR LOBBY ACCESSSTAR OF LIFEELEVATOR PIT LADDERELEVATOR DOOR JAMBELEVATOR CAR ELEVATIONSELEVATOR NOTESCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A421876511916151420191824232213---TWO-WAY COMMUNICATIONAA06-21-23 19AD-211 OR 2-HOUR CMU WALL EXTERIOR CMU/CONC WALL 1 OR 2-HOUR EXT WALL 1 OR 2-HOUR EXT WALL 1-HOUR INT WALL 1-HOUR INT WALL 1-HOUR INT WALL 1-HOUR INT WALL 1-HOUR INT WALL 1-HOUR INT WALL 1-HOUR FLOOR ASSEMBLY1-HOUR FLOOR ASSEMBLY3-HOUR HORIZONTAL ASSEMBLY1-HOUR ROOF ASSEMBLY10AD-20.116AD-20.16AD-20.16AD-20.3ONE METALLIC THROUGH PENETRANT - TUB DRAIN8AD-20.13AD-20.12AD-20.1ELECTRICAL BOX - GYPSUM WALL13AD-20.314AD-20.3BATHTUB NON-METALLIC THROUGH PENETRANT - WOOD FLOOR10AD-20.3ONE METALLIC DUCT THROUGH PENETRANT - CONCRETE/CMU WALL4AD-20.3ONE NON-METALLIC THROUGH PENETRANT - WOOD FLOORONE NON-METALLIC THROUGH PENETRANT - CONCRETE FLOORONE METALLIC THROUGH PENETRANT - GYPSUM WALLONE METALLIC THROUGH PENETRANT - WOOD JOIST FLOORONE NON-METALLIC THROUGH PENETRANT - GYPSUM WALLONE METALLIC THROUGH PENETRANT - GYPSUM WALLMULTIPLE METALLIC THROUGH PENETRANTS - CONCRETE FLOOR / CMU WALL18AD-20.3ONE METALLIC THROUGH PENETRANT - WOOD FLOOR AT WATER CLOSET17AD-20.3UNUSED HOLE PLUG4AD-20.11-HOUR INT WALL 1-HOUR INT WALL SHEET METALDRYER VENTAIR HANDLEREXHFANEXHFANSOFFITSHEET METALDRYER VENTREG2 MULTIPLE METALLIC OR NON-METALLIC THROUGH PENETRANTS - CONCRETE FLOORF RATING: 3 HOUR (UL SYSTEM C-AJ-8093)T RATING: 3 HOUR (PER AMMC)PENETRANTS: 1 OR MORE METALLIC OR NON-METTALIC PENETRANTS DESCRIBED INUL SYSTEM C-AJ-809312AD-20.11MEMBRANE PENETRATIONS BY STEEL, FEROUS OR COPPER CONDUITS, PIPES, TUBES ORVENTS WHERE THE ANNULAR SPACE IS PROTECTED IN ACCORDDANCE WITH SECTION 713.4.1.1OR TO PREVENT THE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE AGGREGATEAREA OF OPENINGS THROUGHT THE MEMBRANE SHALL NOT EXCEED 100 SQ. IN. IN ANY 100 SQ.FT. OF CEILING AREA IN ASSEMBLIES TESTED WITHOUT PENETRATIONSKEYNOTES2WHERE DUCTS PENETRATE FIRE-RESISTANCE-RATED WALL FROM A NON-RATED SOFFIT TO AROOM: PROVIDE 5/8" TYPE-X GYP BD AT THE TOP, BOTTOM AND BOTH SIDES OF THE OPENING1-HOUR INT WALL 11. FOR PIPE / WIRE / CABLE PENETRATIONS - REFER TO DETAILS 2, 3, 4, 6, 7, 8, 10, 11, 12, 16/AD-20.NOTES19AD-20.1VENT PENETRATION AT EXTERIOR WALLONE NON-METALLIC THROUGH PENETRANT IN WALL111SHEET METALDUCTSHEET METALDUCT THROUGH ROOFSHEET METALDUCTTIE-DOWN PENETRANTF RATING: 1 HOURT RATING: 0 HOUR1-HR FIRESTOPPING BY 3M AT SOLE AND TOP PLATESOFFIT11AD-20.3ONE METALLIC DUCT THROUGH PENETRANT - GYPSUM WALL3AD-20.11 OR 2-HOUR EXT WALL 2-HOUR EXT WALL2-HOUR EXT WALL2-HOUR EXT WALL2-HOUR EXT WALL 3-HOUR EXT WALL 3-HOUR EXT WALL 3-HOUR EXT WALL 3-HOUR EXT WALL DOES NOT OCCUR IN 3-HR WALLDOES NOT OCCUR IN 3-HR WALLMULTIPLE PENETRATIONS THROUGH 3-HR CONCRETE OR BLOCK WALL8AD-20.3PENETRATIONS THROUGH 2-HR EXT. WALL10.11.16AD-20.118AD-22ELECTRICAL BOXCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AFIRE ASSEMBLYPENETRATION KEYPLANAD-20SCALE:43/8"=1'-0"TYPICAL FIRE-RESISTANCE RATED PENETRATIONS06-21-23 SEE UL FIRE RESISTANCE DIRECTORY FOR COMPLETEINSTALLATION REQUIREMENTSF RATING: 3 HR.PVC PIPE NOMINAL 6" DIAM OR LESSPVC FOAM COR PIPE NOMINAL 6" DIAM OR LESSCPVC NOMINAL 6" DIAMABS NOMINAL 6" DIAM OR LESSABS FOAM CORE NOMINAL 6" DIAM OR LESSTOGGLE BOLTSPEC SEALFIRESTOP COLLARABS PIPEGYPSUM FLOOR / CEILINGASSEMBLYSEE UL FIRE RESISTANCE DIRECTORY FOR COMPLETEINSTALLATION REQUIREMENTSF RATING: 1 & 2 HR.T RATING: 1/2, 3/4, 1 & 1 1/2 HR.STEEL PIPE NOMINAL 4" DIAM OR LESSIRON PIPE NOMINAL 4" DIAM OR LESSCONDUIT NOMINAL 4" DIAMCOPPER TUBING NOMINAL 4" DIAM OR LESSCOPPER PIPE NOMINAL 4" DIAM OR LESS"SPEC SEAL" SERIES100, 101, 102, OR 105SEALANTSTEEL OR IRON PIPEGYPSUM BOARDFLOOR / CEILINGASSEMBLYNON-METALLIC PIPE UP TO 3" DIAM.SEE UL FIRE RESISTANCE DIRECTORY FOR COMPLETE INSTALLATIONREQUIREMENTSSEALANT DEPTH:WRAP STRIP - NOMINAL 1/4" THICK INTUMESCENT MATERIAL FACEDON BOTH SIDES WITH PLASTIC FILL SEALANT MIN. 5/8" THICKNESS W/1/4" CROWN IN ANNULAR SPACE OF MIN 1/4" TO 1-1/4" MAXF RATING: 1 & 2 HR. T RATING: 1, 1-3/4 & 2HR.PVC NOMINAL 3"CPVC NOMINAL 3"RIGID NON-METALLIC CONDUIT NOMINAL 3" DIAMABS NOMINAL 3" DIAMFRPP NOMINAL 2" DIAMPP NOMINAL 1" DIAMGYPSUM BOARDASSEMBLYNON-METALLICPIPE OR TUBING"SPEC SEAL" WRAPSTRIP SPEC SEALBLU"SPEC SEAL" SERIES100, 101,102, OR 105SEALANTSEALANT DEPTH:FILL SEALANT FORCED INTO ANNULUS TO MAX EXTENTPOSSIBLE ON BOTH SIDES W/ 1/4" CROWN ANNULARSPACE 1/4"SEALANT DEPTH:FILL SEALANT FORCED INTO ANNULUS TO MAX ANNULARSPACE 1/4"NON-METALLIC PIPE UP TO 1 1/2" DIAMSEE UL FIRE RESISTANCE DIRECTORY FOR COMPLETEINSTALLATION REQUIREMENTSSEALANT DEPTH:FILL SEALANT MIN. 5/8" THICKNESS W/ 1/4" CROWNANNULAR SPACE NOMINAL 3/8"F RATING: 1 & 2 HR. T RATING: 1 & 1-1/2 HR.POLYBUTLENE PIPE NOMINAL 1" DIAMPEX NOMINAL 1" DIAMABS NOMINAL 1 1/2" DIAMPVC NOMINAL 1 1/2" DIAMCPVC NOMINAL 1 1/2" DIAMGYPSUM BOARDASSEMBLYNON-METALLICPIPE OR TUBING"SPEC SEAL" SERIES100, 101, 102, 0R 105SEALANTNON-METALLIC PIPE UP TO 2" DIAM (NOT ABS)SEE UL FIRE RESISTANCE DIRECTORY FOR COMPLETEINSTALLATION REQUIREMENTSSEALANT DEPTH:FILL SEALANT MIN. 5/8" THICKNESS W/ 1/4" CROWN LAPPING 1"BEYOND THE OPENING ANNULAR SPACE NOMINAL 5/16"GYPSUMBOARDASSEMBLYNON-METALLICPIPE CONDUIT,RACEWAY ORTUBING"SPEC SEAL"SERIES 100 101, 102,OR 105 SEALANTELECTRICALCABLESGYPSUM BOARDASSEMBLYF RATING: 1 & 2 HR. T RATING: 0UP TO 4" CABLE BUNDLESEALANT DEPTH:FILL SEALANT MIN. 5/8" THICKNESS 3/8" CROWN BEAD AT CONTACTPOINT ANNULUS RANGING FROM POINT CONTACT TO 1/2" MAXSEE UL FIRE RESISTANCE DIRECTORY FOR COMPLETE INSTALLATIONREQUIREMENTSSEE UL FIRE RESISTANCE DIRECTORY FOR COMPLETEINSTALLATION REQUIREMENTSSEALANT DEPTH:FILL SEALANT MIN. 5/8" THICKNESS 3/8" CROWN BEAD AT CONTACTPOINT ANNULUS RANGING FROM POINT CONTACT TO 1-1/2" MAXGYPSUM BOARDASSEMBLYSTEEL OR IRONPIPE OR CONDUIT"SPEC SEAL" SERIES100 SEALANTF RATING: 1 & 2 HR. T RATING: 0 HRSTEEL PIPE NOMINAL 24" DIAM OR LESSIRON PIPE NOMINAL 24" DIAM OR LESSCONDUIT NOMINAL 4" DIAMCOPPER PIPE NOMINAL 6" DIAM OR LESSCOPPER TUBING NOMINAL 6" DIAM OR LESSF RATING: 1 & 2 HR. T RATING: 1 & 1-1/2 HR.PVC NOMINAL 2" DIAM.RIGID NON-METALLIC CONDUIT NOMINAL 2" DIAM. CPVCNOMINAL 2" DIAM.OPTICAL FIBER RACEWAY FROM PVC NOM. 2" DIAM.OPTICAL FIBER RACEWAY FROM PVDF NOM. 1 1/4" DIAM.ELECTRICAL NON-METALLIC TUBING NOM. 2" DIAM."SPEC SEAL"SERIES 100 101,102, OR 105SEALANTUL SYSTEM NO. WL1049UL SYSTEM NO. WL3076UL SYSTEM NO. WL2093UL SYSTEM NO. WL2100AUL SYSTEM NO. WL2048BUL SYSTEM NO. FC1010UL SYSTEM NO. UL1479CEXHAUST DUCT SEE MECH.PLANS FOR SIZINGVYCOR OR EQUAL LAP W/ VENTDRYER VENT WEATHER HOODW/ BACKDRAFT DAMPERVYCOR OR EQUAL O/ VENTFLANGE, HEAD & SIDES7/8" THK. EXT. PLASTER O/ GALV.MTL. LATHFIRESTOP SEALANT ALL AROUND -"SPEC SEAL" SERIES 100, 101, 102,OR 105 SEALANT OR SPEC SEAL"LCI"14" SEALANT AND BACKER RODAT JOINTS ALL AROUNDDRYER VENT FLANGE-BEYONDADDITIONAL LAYER OF VYCOR7/8" THK. EXT. PLASTER O/ GALV.MTL. LATHFLOOR / CEILING ASSEMBLY1" MAX3 1/2"MAX6" DIAMAX3/4" MINMAX 6" DIA OPENING WITH NOM 2" (OR SMALLER) STEEL, IRON OR COPPER PIPEF RATING - 3 HR BASED ON STI ENGINEERING JUDGEMENT REF L302401JPT RATING - 3 HR BASED ON MORGAN ADVANCED MATERIALS ENGINEERING JUDGEMENT110655TP02TUB DRAIN PENETRATION1.MIN 4 PCF MINERAL WOOL TIGHLY PACKED INTOTHE OPENING TO A MAX 1" DEPTH ANDRECESSED INTO THE OPENING MIN 5" FROMBOTTOM SURFACE OF FLOOR2.MIN 3/4" SPECSEAL SSS OR LCI SEALANT3.MINERAL WOOL TIGHTLY PACKED INTO ANNULUSTO REMAINING DEPTH OF FLOOR4.NOM 2" DIA STEEL, IRON OR COPPER PIPE5.3-LAYERS FIREMASTER FASTWRAP XL MIN 36"DISTANCE ALONG PIPE5" MIN 1233-HR HORIZ ASSYTHROUGH PENETRATION FIRESTOP1/2"MINDATED 4/9/15 ATTACHED345NOTE: CONTINUOUS SPECIALINSPECTION REQUIREDDETAIL REFLECTS STAFFFINDINGS PER AMMCAPPROVED 4/17/151" MAX 6" DIAMAX3/4" MINF RATING - 3 HR BASED ON STI ENGINEERING JUDGEMENT REF L302402JPT RATING - 0 HR110655TP01BLANK OPENING FIRESTOP1.MIN 4 PCF MINERAL WOOL TIGHLY PACKED INTOTHE OPENING TO A MAX 1" DEPTH ANDRECESSED INTO THE OPENING MIN 5" FROMBOTTOM SURFACE OF FLOOR2.MIN 3/4" SPECSEAL SSS OR LCI SEALANT3.MINERAL WOOL TIGHTLY PACKED INTO ANNULUSTO REMAINING DEPTH OF FLOOR5" MIN 1233-HR FLOORMODIFIED THROUGH PENETRATION FIRESTOP FOR BLANK HOLENOTE: CONTINUOUS SPECIALINSPECTION REQUIREDDETAIL REFLECTS STAFFFINDINGS PER AMMCAPPROVED 4/17/1518 SQ FT MAX OR6'-0" DIA MAXMAX 18 SQ FT OR SINGLE 6 FT DIA OPNG WITH 1 OR MORE PENETRANTSF RATING - 3 HR BASED ON UL SYSTEM NO. C-AJ-8093T RATING - 3 HR BASED ON MORGAN ADVANCED MATERIALS ENGINEERING JUDGEMENT1.Nominal 9 inch long by 4 to 6 inch by 1 to 3 inch thickplastic covered intumescent SpecSeal Firestop Pillowsby STI in accordance with UL System No. C-AJ-80932.1 or more metallic or non-metallic penetrants describedin UL System No. C-AJ-80933.3-layers Firemaster FastWrap XL minimum 36 inchesdistance along pipe9" NOM1 3-HR HORIZ ASSY 12" CONCTHROUGH PENETRATION FIRESTOPDATED 5/7/15 ATTACHED23NOTE: CONTINUOUS SPECIALINSPECTION REQUIREDDETAIL REFLECTS STAFFFINDINGS PER AMMCAPPROVED 5/7/152 1/2" MAX SEE UL FIRE RESISTANCE DIRECTORY FOR COMPLETE INSTALLATION REQUIREMENTSF RATING: 2 & 3 HR.T RATING: 0, 1, 2 & 3 HR.PVC PIPE NOMINAL 6" DIAM OR LESSCPVC PIPE NOMINAL 6" DIAM OR LESSRIGID NON-METALLIC CONDUIT NOMINAL 6" DIAMABS PIPE NOMINAL 6" DIAM OR LESSFRPP PIPE NOMINAL 6" DIAM OR LESSHDPE PIPE NOMINAL 6" DIA OR LESSSEALANT OR PUTTYPER UL REPORTNON-METALLIC PIPEFILL, VOID ORCAVITY MATERIAL -WRAP STRIP PER ULREPORTFIRESTOP SYSTEM:REFER TO UL REPORT FOR SPECIFIC CONDITION & FIRESTOP OPTIONS. THERE IS A TABLEOF MULTIPLE SCENARIOS AND OPTIONS TO CHOOSE FROM.UL SYSTEM NO. C-AJ-2297CONCRETE FLR/WALL NON-METALLICCONCRETE FLR/WALL METALLICSEE UL FIRE RESISTANCE DIRECTORY FOR COMPLETE INSTALLATION REQUIREMENTSF RATING: 3 HR.T RATING: 0 HR.STEEL PIPE NOMINAL 4" DIAM OR LESSCONDUIT NOMINAL 4" DIAM OR LESSCOPPER TUBING NOMINAL 3" DIAMIRON PIPE NOMINAL 6" DIAM OR LESSSEALANT PER ULREPORTMETALLIC PIPEPACKING MATERIALPER UL REPORTFIRESTOP SYSTEM:PACKING MATERIAL - MIN 3-3/4 IN. THICKNESS OF MIN. 4.5 PCF MINERAL WOOL BATTINSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM SO THAT THE WIDTHOF THE WOOL IS COMPRESSED AT LEAST 50 PERCENT. PACKING MATERIAL TO BERECESSED FROM TOP SURFACE OF FLOOR OR FROM BOTH SURFACES OF WALL ASREQUIRED TO ACCOMODATE THE REQUIRED THICKNESS OF FILL MATERIAL.FILL, VOID OR CAVITY MATERIAL - SEALANT MIN 14 IN. THICKNESS OF SEALANT APPLIEDWITHIN THE ANNULUS, FLUSH WITH THE TOP SURFACE OF FLOOR OR WITH BOTHSURFACES OF WALL.3M COMPANY: FB-1000 NS (FLOORS OR WALLS) OR FB-1003SLUL SYSTEM NO. C-AJ-1292WOOD FRAMED FLR/CLG NON-METALLICWOOD FRAMED FLR/CLG METALLICWALL NON-METALLICWALL ELECTRICAL CABLE BUNDLEWALL METALLIC PIPE OR CONDUITVENT PENETRATION AT EXTERIOR WALL1-HR CONDITION2-HR CONDITION1 LAYER OF 5/8" TYPE "X"GYPSUM BOARD2 LAYERS OF 5/8" TYPE "X"GYPSUM BOARDFOR INFORMATION NOTSHOWN, SEE 1 HR CONDITIONBELOWCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AFIRE PENETRATIONDETAILSAD-20.1432678121611101906-21-23 THE DETAILS & NOTES ON THIS SHEET ARE SHOWN AS A MINIMUM ALLOWED BY THEC.B.C. IN CONJUNCTION WITH THE GYPSUM ASSN. GA 600 MANUAL, THE U.L. DIRECTORYOF FIRE RESISTANCE, AND THE CALIFORNIA DEPT. OF HEALTH SERVICE AND OFFICE OFNOISE CONTROL (C.O.N.C.) CATALOG OF S.T.C. AND ICC RATINGS.THE CONTRACTOR WILL OBTAIN A COPY OF THE LISTED ASSEMBLIES NOTED FORINSTALLATION AND FINISH ATTACHMENT REQUIREMENTS.1.)PRIOR TO SETTING THE WALL PLATES INTO POSITION - THREE (3) CONTINUOUSBEADS OF SEALANT SHALL BE LAID TO PROVIDE A SEAL BETWEEN THE FLOORING ANDTHE PLATE. ALTERNATE MINIMUM 1/2" WIDE ACOUSTICAL TAPE, OR AMOFOAM SILLSEALER.2.)SEAL ALL ELECTRICAL OUTLET BOXES IN THE DWELLING SEPARATION WALL WITHACOUSTICAL SEALANT SO THAT THE BOXES ARE AIRTIGHT.3.)COVER THE BACKS OF ALL ELECTRICAL OUTLET BOXES IN THE DWELLINGSEPARATION WALL WITH ACOUSTICAL OUTLET BOX PADS.4.)OUTLET BOXES IN RATED ASSEMBLIES WITH BE STEEL PER U.B.C. SEC. 709.7 AND710.2 OR APPROVED ALTERNATE.5.)OUTLET BOXES BETWEEN UNITS TO BE STAGGERED WITH A 2'-0" MINIMUM SPACEBETWEEN.6.)FIRESTOPPING WILL OCCUR AT 10'-0" O.C. MAXIMUM, HORIZONTALLY ANDVERTICALLY.7.)PENETRATIONS OR OPENINGS IN CONSTRUCTION ASSEMBLIES FOR PIPING,ELECTRICAL DEVICES, RECESSED CABINETS, BATHTUBS, OR HEATING, VENTILATING OREXHAUST DUCTS SHALL BE SEALED, LINED, INSULATED, PADDED, OR OTHERWISETREATED TO MAINTAIN THE REQUIRED FIRE AND SOUND RATINGS.8.)NO RIGID CONNECTION SHALL BE MADE BETWEEN CEILING GYPSUM BOARD ANDFLOOR JOIST OF FLOORS SEPARATING UNITS.9.)PLUMBING, CONDUIT OR DUCTWORK SHALL BE HUNG FROM FLOOR JOISTS WITHRESILIENT HANGERS AND SHALL NOT BE CONNECTED DIRECTLY TO CEILING IN ANYMANNER.10.)THE PERIMETER OF HARD SURFACED AREAS AND THEIR SETTING BEDS WILL BEISOLATED FROM WALLS WITH FIBERGLASS, FOAM, OR NEOPRENE GASKET AND CAULK TOTHE SURFACE. THE BASEBOARD SHALL COVER GAPS BUT WILL NOT TOUCH HARDSURFACE.11.)STUDS WILL BE WRAPPED WITH 5/8" TYPE "X" GYPSUM BOARD AT BEARING WALLSWHERE DUCTS, WIRING, PLUMBING, ETC. PENETRATE WALL.ACOUSTO-CLAMPHIGH EAR ACOUSTO-CLAMPACOUSTO-LATORACOUSTO-SCUTCHEONMETAL BRACKET(SIZES VARY: COMES IN ACOUSTO-KIT WITH TWO ACOUSTO-LATORS)ACOUSTO-PLUMB SYSTEM COMPONENTS ARE AVAILABLE THROUGH:LSP/SPECIALTY PRODUCTS; (800)854-3215FASTEN CLAMP TO STRUCTURE (TYP.)TRISOLATOR PIPE SLEEVE:SERIES 100 FOR STEEL PIPEORSERIES 500 FOR COPPERTRISOLATOR AVAILABLE THROUGH:ELMDOR/STONEMAN ENGINEERING; (800) 591-9181KEEP PIPE CLEAR OF STRUCTURE,OTHER PIPES, AND OTHER TRADESRESILIENT CHANNEL CONSTRUCTIONATTACH CHANNELS DIRECTLY TO THE FRAMING SYSTEM ONLY. DO NOT INSTALL CHANNELS ONGYPSUM BOARD, SHEAR PLYWOOD, OR LIKE MATERIAL.A. ATTACHING CHANNELS1. ATTACH SINGLE LEG RESILIENT CHANNELS SPACED PER FIRE RATED ASSEMBLY. USE DIETRICHINDUSTRIES (800/873-2443) RC DELUXE 25-GAUGE RESILIENT CHANNELS OR SINGLE-LEG CHANNELSTHAT CAN BE SHOWN TO HAVE EQUIVALENT LABORATORY ACOUSTICAL PERFORMANCE TO USG RC-1CHANNELS. KINETICS ISOMAX CHANNELS RECOMMENDED AT BEDROOMS BELOW LIVING AREAS.2. USE 1" TYPE S BUGLE HEAD DRY WALL OR SIMILAR SCREWS. SPLICE CHANNELS ONLY ATFRAMING AND OVERLAP BUTT ENDS NO MORE THAN 1-1/2" UNLESS NOTED OTHERWISE BY RATEDASSEMBLY. SCREW ATTACH THROUGH BOTH FLANGES.3. ATTACH CHANNELS WITH MOUNTING FLANGES FACING IN ONLY ONE DIRECTION. FOR WALLS, THEGYPSUM BOARD MOUNTING FLANGE WOULD FACE UPWARD AND PREPUNCHED HOLES DOWNWARD.4. HOLD BACK ENDS OF CHANNELS 1/2" FROM INTERSECTING SURFACES.5. LOCATE CHANNELS A MAXIMUM OF 3" FROM FRAMING AT BASE AND HEAD OF WALL.7. ADD ADDITIONAL FRAMING IF NECESSARY SO THAT CHANNELS ARE CANTILEVERED NO MORETHAN 6".B. ATTACHING GYPSUM BOARD1. APPLY GYPSUM BOARD OF MAXIMUM PRACTICAL LENGTH ORIENTED PER THE RATED ASSEMBLY.2. FASTEN GYPSUM BOARD TO CHANNELS, PER FIRE RATED ASSEMBLY AND DO NOT SCREW INTOFRAMING.3. LOCATE GYPSUM BOARD 1/4" FROM INTERSECTING SURFACES.C. TWO-LAYER OPTION1. WHEN A CONSTRUCTION WITH TWO LAYERS OF GYPSUM BOARD ON RESILIENT CHANNELS ISRECOMMENDED, APPLY THE FACE GYPSUM BOARD LAYER IN THE SAME MANNER AS THE BASELAYER, EXCEPT OFFSET THE LONG EDGE JOINTS BY 24" AND THE SHORT EDGE JOINTS BY 48".2. FASTEN THE FACE LAYER PANEL TO CHANNELS PER RATED ASSEMBLY AND DO NOT SCREW INTOFRAMING.3. OFFSET FACE LAYER SCREW PATTERN 6 INCHES FROM BASE LAYER SCREWS ALONG ALLCHANNELS.4. HOLD BACK EDGES OF RESILIENTLY HUNG GYPSUM BOARD 1/4" AT ALL INTERSECTING SURFACES.D. CAULKING GYPSUM BOARD/RESILIENT CHANNEL CONSTRUCTION1. FOR ALL CONSTRUCTIONS, CAULK THE PERIMETER VOID FULL AND AIRTIGHT WITH ANACOUSTICAL SEALANT.SEALANT: METACAULK 1000 BY RECTORSEAL2. RECESSED LIGHT FIXTURES, JUNCTION BOXES, FIRE SPRINKLER PIPES, AND OTHERPENETRATIONS MUST BE SEALED AIRTIGHT WITH ACOUSTICAL SEALANT.E. BASEBOARD AND TRIM ATTACHMENT1. DO NOT RIGIDLY ATTACH BASEBOARD OR OTHER FINISHING TRIM TO FRAMING THROUGHRESILIENTLY SUSPENDED GYPSUM BOARD.2. SCREW ATTACH BASEBOARD TO CHANNELS. GLUING BASEBOARD TO GYPSUM BOARD COULDALSO BE CONSIDERED.NOTES:1. INSTALL CHANNELS 16" ON CENTER UNLESS OTHERWISE SPECIFIED2. AVOID STUD OR JOIST WHEN FASTENING GYPSUM BOARD TO CHANNEL- GYPSUMBOARD SCREWS MUST NOT CONTACT FRAMING3. HOLD BACK 1/2" FROM INTERSECTING SURFACES4. DO NOT CANTILEVER CHANNEL BY MORE THAN 6" FROM FRAMINGGYPSUM BOARD MOUNTING FLANGEOF CHANNELFRAMING FLANGE WITH SCREWWOOD STUD OR JOISTSECTION THROUGH RESILIENTCHANNELNOTE: LOCATE PIPING 1-1/2" MIN. CLEARANCE OF GYPSUM BOARDTYPICAL ALL DETAILS ABOVE ARE SHOWN WITH ACOUSTO-PLUMB ISOLATORSJOIST BAY INSTALLATIONWALL PENETRATION INSTALLATIONTUB/SHOWER VALVE INSTALLATIONVERTICAL STUD BAY INSTALLATIONGYPSUM BOARDWOOD STUDFILL FRAMING CAVITY WITH BATTINSULATIONKEEP PIPE CLEAR OF STRUCTUREACOUSTO-SCUTCHEONACOUSTI-PLUMB ISOLATORSNOTE: FLOOR/CEILING CONDITIONS SIMILARNOTE: IF PIPE IS SUSPENDED FROM OR DIRECTLY ATTACHED TO STRUCTURE OR OTHER BUILDINGELEMENTS, USE 1/2" THICK, 40-DUROMETER NEOPRENE AS SLEEVE BETWEEN PIPE AND PIPE COLLARSAFING BATT INSULATION IFREQUIRED FOR FIRE RATINGFLOOR CONSTRUCTION3/4" NEOPRENE PAD 40-DUROMETERSTEEL PLATE (OPTIONAL)CAULK AIRTIGHT. USE FIRE-RATEDRESILIENT FILLER IF REQUIRED FORFIRE RATINGRESILIENT WRAP 1/4"THK. FELT PAD OR EQUALBORING OR NOTCHES PER C.B.C.SEC. 2326.11.10 AND PER STRUCT.ENG. APPROVALNON-PLUMBING SIDE(E.G., BEDROOM, DINING ROOM)KEEP PIPE CLEAR OF STRUCTURE;ATTACH ONLY AT UNIT SERVED.ADJUST DEPTH OF PARTITION TOACCOMMODATE DRAIN LINEBATT INSULATIONGYPSUM BOARD1. NOISE CONTROL APPLIES TO DOMESTIC SUPPLY AND RETURN PIPES (HOT AND COLD),WASTE/DRAIN PIPES, AND INTERNAL ROOF OR PATIO DRAINS. (VENT PIPES DO NOT REQUIRE NOISECONTROL)2. NOISE SENSITIVE ROOMS ARE DEFINED AS BEDROOMS, DENS AND LIVING/DINING ROOMS.3. AVOID LOCATING MAJOR PIPES (I.E. RISERS AND OFFSETS) IN WALLS OR CEILINGS OF NOISESENSITIVE ROOMS. MAJOR PIPES SHOULD BE ROUTED THROUGH CORRIDORS, CLOSETS, ORMECHANICAL CHASES.4. PIPES IN WALL AND CEILING CAVITIES SHOULD BE TREATED AS FOLLOWS:A.) PIPES MUST NOT BE RIGIDLY CONNECTED OR IN SOLID CONTACT WITH THE BUILDINGSTRUCTURE. ISOLATE PIPES AS FOLLOWS:B). FOR NOISE SENSITIVE ROOMS, POSITION PIPES NO CLOSER THAN 1-1/2" INCHES FROMTHE GYPSUM BOARD SURFACE. FOR ADDITIONAL PLUMBING NOISE CONTROL, APPLY A SECONDLAYER OF GYPSUM BOARD.C.) FOR NON-NOISE SENSITIVE ROOMS, POSITION PIPES NO CLOSER THAN 1" FROM THEGYPSUM BOARD SURFACE.D.) WALLS MUST BE SIZED TO ACCOMMODATE BOTH THE PIPE AND CLEARANCE TOGYPSUM BOARD SURFACES; USE DOUBLE-STUD TYPE PARTITIONS FOR PLUMBING WALLSWHEREVER POSSIBLE. PIPES THAT CROSS EACH OTHER WITHIN A WALL OR CEILING CAVITY MUSTALSO BE TAKEN INTO CONSIDERATION WHEN SIZING WALLS AND CEILING SPACES. INCLUDE ANADDITIONAL 1/2" TO 1" THICKNESS TO ACCOUNT FOR ANY FIELD VARIATIONS.E.) PENETRATIONS FOR PIPES THROUGH THE STRUCTURE (I.E. FLOOR SLAB, STUDS, ORSOLID WALLS) SHOULD BE CUT OVERSIZED TO PREVENT CONTACT AND/OR TO ACCOMMODATE ARESILIENT PIPE SLEEVE (ISOLATOR) AS REQUIRED TO SECURE PIPES IN PLACE.F.) SUPPLY PIPES SERVING THE FIXTURE SIDE IN A PLUMBING WALL ARE NOT REQUIREDTO MAINTAIN THE ABOVE SPECIFIED CLEARANCES.G.) OPENINGS IN THE GYPSUM WALL BOARD AROUND A FIXTURE FEED LINE SHOULD BECUT OVERSIZED TO ACCOMMODATE A 1/4" BEAD OF CAULKING AROUND THE FEED LINE, THEREBYISOLATING THE PIPE FROM THE WALL. CAULKING WILL BE FIRE RATED.H.) ISOLATORS CONSISTING OF RESILIENT PIPE SLEEVE ELEMENTS SHOULD BE USED INCONJUNCTION WITH OR INTEGRAL TO PIPE CLAMPS OR HANGERS WHEN SECURING PIPES TO THESTRUCTURE.I.) WHERE PIPES COME INTO INCIDENTAL CONTACT WITH THE BUILDING STRUCTURE OROTHER BUILDING ELEMENTS INCLUDING OTHER PIPES, A RESILIENT ISOLATOR SHOULD BEINSTALLED AT THE POINT OF CONTACT.J.) WHERE DOUBLE-STUD PLUMBING WALLS ARE USED, ROUTE AND SECURE PIPES THATSERVE A PARTICULAR UNIT TO THE STUD ROW THAT SUPPORTS THE GYPSUM BOARD OF THESAME UNIT.K.) ACCEPTABLE ENGINEERED ISOLATORS AND ISOLATION SYSTEMS ARE AS FOLLOWS:i.) FOR PIPES 1" OR LESS: ACOUSTO-PLUMB SYSTEM OFSLEEVES AND CLAMPS (ORANGE AND BLUE) BY SPECIALTYPRODUCTS, OR TRISOLATOR PIPE SLEEVES BY STONEMANCOMPANY (OR EQUAL) INSTALLED IN CONJUNCTION WITHSTANDARD METAL PIPE CLAMPS AND HANGERS.ii.) FOR PIPES LARGER THAN 1": TRISOLATOR PIPE SLEEVESBY STONEMAN COMPANY (OR EQUAL) IN CONJUNCTION WITHSTANDARD METAL PIPE CLAMPS AND HANGERS, OR "FELT LINEDPIPE HANGERS" WITH A MINIMUM 1/4" THICK FELT. IF FELTLINED HANGERS ARE USED, IT IS CRUCIAL THAT THE HANGERSBE PROPERLY LOCATED AND SIZED SO THAT THE FELT IS NOTCRUSHED OR OTHERWISE RENDERED INEFFECTIVE FORISOLATING PIPE VIBRATION.iii.) RISER CLAMPS SHOULD BE ISOLATED FROM THE BUILDINGSTRUCTURE WITH 3/4" THICK 40 DUROMETER NEOPRENEPAD BETWEEN THE RISER CLAMP EAR AND THE FLOOR SLAB.5. USE CAST IRON DRAIN PIPES WHENEVER POSSIBLE. OTHERWISE, WRAP ALL PLASTIC ANDCOPPER DRAIN PIPES THAT ARE LOCATED IN WALL OR CEILING CAVITIES OF DWELLING UNITSCOMPLETELY WITH PIPE WRAP TAPE BY LOWRY COMPANY.6. INSTALL MINIMUM R-11 FIBERGLASS BATT INSULATION IN OTHERWISE UN-INSULATED WALL ORCEILING CAVITIES WITH PLUMBING PIPES.7. PACK THE CAVITY VOID BELOW TUBS AND SHOWERS WITH FIBERGLASS OR SPRAYED-ONMATERIAL AND BLOCK THE BOTTOM OF THE TUBS.8. FOR THE FLOOR/CEILING ASSEMBLIES AND WASTE LINES PENETRATIONS OF NON-COMMONWALLS, WASTE LINES ABOVE THE SLAB SHALL BE CAST IRON. THE ELBOW BELOW THE STOOLWASTE OUTLET SHOULD BE ISOLATED FROM THE POSITION BLOCKS WITH PADDING OF A FELTMATERIAL. THE ENTIRE SPACE AROUND THE ELBOW MUST BE FILLED WITH FIBERGLASS OR EQUALMATERIAL. USE TRISOLATOR PIPE SLEEVES IN CONJUNCTION WITH STANDARD METAL PIPECLAMPS AND HANGERS, OR "FELT LINED PIPE HANGERS" WITH A MINIMUM 1/4" THICK FELT. IF FELTLINED HANGERS ARE USED, IT IS CRUCIAL THAT THE HANGERS BE PROPERLY LOCATED AND SIZEDSO THAT THE FELT IS NOT CRUSHED, SKEWED, OR OTHERWISE RENDERED INEFFECTIVE FORISOLATING PIPE VIBRATION.9. WATER PRESSURE SHOULD BE CONTROLLED IN THE RANGE OF 35 TO 55 P.S.I. WATER VELOCITYSHOULD NOT EXCEED 6 FEET / SEC. IF SINGLE FAUCET SYSTEM ARE USED. HOWEVER, THE CODEALLOWS 15 FEET/SEC. WHICH IS ACCEPTABLE IF NON-SINGLE FAUCET SYSTEM ARE USED.SHOWER HEAD WATER FLOW RESTRICTIONS MUST BE USED TO LIMIT THE FLOW FOR LESS THAN 3GAL. / MIN. THE SHOWER HEAD IS TO INCORPORATE AN ACOUSTO-SCUTCHEON; HOWEVER, IF THESHOWER HEAD MUST BE RIGIDLY ATTACHED TO THE STRUCTURE, USE HUBBARD HOLDRITESILENCER #26510. THE PLUMBING SYSTEM MUST OTHERWISE BE INSTALLED PER THE PLUMBING CODE. WHERE ACODE REQUIREMENT APPEARS TO CONTRADICT THE RECOMMENDED PIPE ISOLATION DETAILS,THE CODE CONDITION SHOULD TAKE PRECEDENCE. CONFLICT SHOULD BE FULLY DOCUMENTEDAND BROUGHT TO THE ATTENTION OF THE DESIGN TEAM.GENERAL NOTESDWELLING SEPARATION NOTESNOISE CONTROL GUIDELINESFOR DOMESTIC PLUMBINGNOTE 4NOTE 3NOTE 21" MINIMUM2" MINIMUM6" TYPICALMINIMUM 1-1/2" CLEARANCEFROM GYPSUM BOARD SURFACEADJUST THICKNESS OF PARTITIONTO ALL PIPES AND PLUMBING1/4" - 1/2" NOMINAL6" MAX.EQ. (NOTE 1)EQ.EQ.EQ.EQ.6" MAX.ACOUSTICALISOLATION DETAILSAD-20.2PLUMBING WALL21FELT ISOLATION17ACOUSTO-PLUMB ISOLATION10SUPPLY PIPE ISOLATION18DRAIN & SUPPLY PIPES IN PLUMBING WALL22RESILIENT CHANNEL INSTALLATION GUIDE7ACOUSTO-PLUMB ISOLATION11151684NOTESTRISOLATOR ISOLATION1214CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A06-21-23 1. WALL ASSEMBLY THE 1 AND 2 HR FIRE RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THEMATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U400 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRERESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES:A. STUDS WALL FRAMING SHALL CONSIST OF STEEL CHANNEL STUDS TO BE MIN 3-1/2 IN. WIDE AND SPACED MAX 24 IN. OC.ADDITIONAL 3-1/2 IN. WIDE STEEL STUDS SHALL BE USED TO COMPLETELY FRAME OPENING.B. GYPSUM BOARD* THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS AS REQUIRED IN THE INDIVIDUAL WALL AND PARTITIONDESIGN. MAX SIZE OF OPENING TO BE 1216 SQ IN. WITH A MAX DIMENSION OF 38 IN.THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT ISINSTALLED.2. THROUGH-PENETRANT NOM 36 IN. BY 30 (OR SMALLER) NO. 24 GAUGE (OR HEAVIER) GALV STEEL DUCT TO BE INSTALLED EITHERCONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. AN ANNULAR SPACE OF MIN 0 IN. (POINT CONTACT) TO MAX 2IN. IS REQUIRED WITHIN THE FIRESTOP SYSTEM. STEEL DUCT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALLASSEMBLY.3. FIRESTOP SYSTEM THE DETAILS OF THE FIRESTOP SYSTEM SHALL BE AS FOLLOWS:A. PACKING MATERIAL (OPTIONAL) POLYETHYLENE BACKER ROD, MINERAL WOOL BATT INSULATION OR FIBERGLASS BATT INSULATIONFRICTION-FIT INTO ANNULAR SPACE FOR 2 HR RATED WALL ASSEMBLIES ONLY. PACKING MATERIAL TO BE RECESSED FROM BOTHSURFACES OF WALL TO ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL (ITEM 3B).B. FILL, VOID OR CAVITY MATERIAL* -- CAULK MIN 5/8 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH BOTHSURFACES OF WALL ASSEMBLY. AT THE POINT CONTACT LOCATION BETWEEN DUCT AND WALLBOARD, A MIN 1/4 IN. DIAM BEAD OFSEALANT SHALL BE APPLIED AT THE WALLBOARD/DUCT INTERFACE ON BOTH SURFACES OF WALL ASSEMBLY.3M COMPANY -- CP-25 WB+C. RETAINING ANGLES MIN 16 GAUGE GALV STEEL ANGLES SIZED TO LAP DUCT A MIN OF 2 IN. AND LAP WALL SURFACES OF A MIN OF 1IN. ANGLES ATTACHED TO DUCT ON BOTH SIDES OF WALL WITH MIN 1/2 IN. LONG, NO. 10 (OR LARGER) SHEET METAL SCREWS SPACEDA MAX OF 1 IN. FROM EACH END OF DUCT AND SPACED A MAX OF 6 IN. OC.*BEARING THE UL CLASSIFICATION MARKDATA RETRIEVED FROM UNITED LABORATORIES ONLINE CERTIFICATIONS. WWW.UL.COM®© ®DATA RETRIEVED FROM UNITED LABORATORIES ONLINE CERTIFICATIONS. WWW.UL.COM1. FLOOR-CEILING ASSEMBLY THE FIRE-RATED SOLID OR TRUSSED LUMBER JOIST FLOOR-CEILING ASSEMBLY SHALL BECONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL L500 SERIES FLOOR-CEILING DESIGNS INTHE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES:A. JOISTS NOM 10 IN. DEEP (OR DEEPER) LUMBER, STEEL OR COMBINATION LUMBER AND STEEL JOISTS, TRUSSES ORSTRUCTURAL WOOD MEMBERS* WITH BRIDGING AS REQUIRED AND WITH ENDS FIRESTOPPED.B. FLOORING SYSTEM LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER, PLYWOOD OR FLOOR TOPPINGMIXTURE* AS SPECIFIED IN THE INDIVIDUAL FLOOR-CEILING DESIGN. RECTANGULAR CUTOUT IN FLOORING TO ACCOMMODATETHE BATHTUB DRAIN PIPING (ITEM 2) TO BE MAX 8 BY 12 IN.C. FURRING CHANNELS RIGID OR RESILIENT GALV STEEL FURRING CHANNELS INSTALLED PERPENDICULAR TO JOISTS.D. GYPSUM BOARD* NOM 4 FT WIDE BY 5/8 IN. THICK. WALLBOARD SCREW-ATTACHED TO FURRING CHANNELS AS SPECIFIED INTHE INDIVIDUAL FLOOR-CEILING DESIGN. TWO PIECES OF GYPSUM WALLBOARD, EACH MIN 4 IN. LONGER AND WIDER THAN THECUTOUT IN THE FLOORING, SCREW-ATTACHED TO BOTTOM OF FLOORING CONCENTRIC WITH CUTOUT. DIAM OF OPENINGHOLE-SAWED THROUGH BOTH LAYERS OF THE GYPSUM WALLBOARD PATCH TO BE 1/2 TO 5/8 IN. LARGER THAN OUTSIDE DIAM OFBATHTUB DRAIN PIPING (ITEM 2).2. DRAIN PIPING NOM 1-1/2 IN. DIAM SCHEDULE 40 PVC PIPE AND DRAIN FITTINGS CEMENTED TOGETHER AND PROVIDED WITH PVCBATHTUB WASTE/OVERFLOW FITTING.3. FIRESTOP SYSTEM THE DETAILS OF THE FIRESTOP SYSTEM SHALL BE AS FOLLOWS:A. FILL, VOID OR CAVITY MATERIALS* -- WRAP STRIP NOM 1/4 IN. THICK INTUMESCENT ELASTOMERIC MATERIAL FACED ON ONESIDE WITH ALUMINUM FOIL, SUPPLIED IN 2 IN. WIDE STRIPS. NOM 2 IN. WIDE STRIP TIGHTLY-WRAPPED AROUND PVC DRAIN PIPING(FOIL SIDE EXPOSED), SECURED WITH TWO STEEL WIRE TIES, AND SLID INTO HOLE-SAWED OPENING IN GYPSUM WALLBOARDPATCH (ITEM 1D). BOTTOM EDGE OF WRAP STRIP TO PROJECT APPROX 1/2 IN. BELOW BOTTOM SURFACE OF GYPSUMWALLBOARD PATCH.3M COMPANY -- FS-195+B. FILL, VOID OR CAVITY MATERIALS* -- CAULK NOM 1/4 IN. DIAM BEAD OF CAULK TO BE APPLIED TO PERIMETER OF WRAP STRIPAT ITS EGRESS FROM THE UNDERSIDE OF THE GYPSUM WALLBOARD PATCH. NOM 1/4 IN. THICKNESS OF CAULK TO BE APPLIED TOTHE EXPOSED EDGE OF THE WRAP STRIP LAYER AND TO FILL ALL GAPS BETWEEN THE WRAP STRIP LAYER AND THE TEE OF THEDRAIN FITTING ON THE TOP SURFACE OF THE GYPSUM WALLBOARD PATCH.3M COMPANY -- CP 25WB+*BEARING THE UL CLASSIFICATION MARK®© ®1. WALL ASSEMBLY MIN 6 IN. THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF) CONCRETE WALL. WALL MAY ALSOBE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*. MAX SIZE OF OPENING TO BE 640 SQ IN. WITH A MAX DIMENSION OF32 IN.SEE CONCRETE BLOCKS (CAZT) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF MANUFACTURERS.2. STEEL DUCT NOM 30 IN. BY 18 (OR SMALLER) NO. 24 GAUGE (OR HEAVIER) GALV STEEL DUCT INSTALLED CONCENTRICALLY ORECCENTRICALLY WITHIN OPENING. ANNULAR SPACE BETWEEN DUCT AND PERIPHERY OF OPENING TO BE MIN 0 IN. (POINT CONTACT)TO MAX 2 IN. DUCT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY.3. FIRESTOP SYSTEM THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING:A. FILL, VOID OR CAVITY MATERIAL* - CAULK MIN 5/8 IN. THICKNESS OF CAULK APPLIED WITHIN ANNULUS, FLUSH WITH BOTHSURFACES OF WALL.3M COMPANY -- IC 15WBB. RETAINING ANGLES MIN 16 GAUGE GALV STEEL ANGLES SIZED TO LAP DUCT A MIN OF 2 IN. AND LAP WALL SURFACES A MIN OF 1IN. ANGLES ATTACHED TO DUCT ON BOTH SIDES OF WALL WITH MIN 1/2 IN. LONG, NO. 10 (OR LARGER) SHEET METAL SCREWSSPACED A MAX 1 IN. FROM EACH END AND SPACED A MAX 6 IN. OC.*BEARING THE UL CLASSIFICATION MARKDATA RETRIEVED FROM UNITED LABORATORIES ONLINE CERTIFICATIONS. WWW.UL.COM®© ®3M COMPANY R97003M CENTERST PAUL, MN 55144 USATYPE MPP+, MOLDABLE PUTTY PADS FOR USE WITH MAX 4-11/16 BY 4-11/16 IN. FLUSH DEVICE UL LISTED METALLIC OUTLET BOXESINSTALLED WITH STEEL COVER PLATES FOR USE IN 1 OR 2 HR FIRE RATED GYPSUM BOARD WALL ASSEMBLIES FRAMED WITH MIN3-1/2 IN. WIDE WOOD OR STEEL STUDS AND CONSTRUCTED AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES WALL ANDPARTITION DESIGNS IN THE FIRE RESISTANCE DIRECTORY. OUTLET BOXES SECURED TO WOOD STUDS BY MEANS OF TWO NAILINGTABS IN CONJUNCTION WITH NAILS SUPPLIED WITH THE OUTLET BOX.TYPE MPP+, MOLDABLE PUTTY PADS FOR USE WITH MAX 14 BY 4 BY 2-1/2 IN. DEEP FLUSH DEVICE UL LISTED METALLIC OUTLETBOXES INSTALLED WITH STEEL COVER PLATES FOR USE IN 1 OR 2 HR FIRE RATED GYPSUM BOARD WALL ASSEMBLIES FRAMEDWITH MIN 3-1/2 IN. WIDE STEEL STUDS AND CONSTRUCTED AS SPECIFIED IN THE INDIVIDUAL U400 SERIES WALL AND PARTITIONDESIGNS IN THE FIRE RESISTANCE DIRECTORY.TYPE MPP+, MOLDABLE PUTTY PADS FOR USE WITH MAX 14 BY 4-1/2 BY 2-1/2 IN. DEEP UL LISTED NONMETALLIC OUTLET BOXESMANUFACTURED BY CARLON ELECTRICAL PRODUCTS, MADE OF PVC AND BEARING A 2 HR RATING UNDER THE "OUTLET BOXES ANDFITTINGS CLASSIFIED FOR FIRE RESISTANCE" CATEGORY IN THE FIRE RESISTANCE DIRECTORY. BOXES INSTALLED WITH STEELCOVER PLATES, FOR USE IN 1 OR 2 HR RATED GYPSUM BOARD WALL ASSEMBLIES FRAMED WITH MIN 3-5/8 IN. WIDE WOOD STUDSAND CONSTRUCTED AS SPECIFIED IN THE INDIVIDUAL U300 SERIES WALL AND PARTITION DESIGNS IN THE FIRE RESISTANCEDIRECTORY.TYPE MPP+, MOLDABLE PUTTY PADS FOR USE WITH MAX 4 BY 3-1/4 BY 3-3/4 IN. DEEP UL LISTED NONMETALLIC OUTLET BOXESMANUFACTURED BY THOMAS & BETTS CORP., MADE OF POLYCARBONATE, TYPE 234 OR MADE OF PHENOLIC, TYPE 1052 ANDBEARING A 2 HR RATING UNDER THE "OUTLET BOXES AND FITTINGS CLASSIFIED FOR FIRE RESISTANCE" CATEGORY IN THE FIRERESISTANCE DIRECTORY. BOXES INSTALLED WITH STEEL COVER PLATES. FOR USE IN 1 HR FIRE RATED GYPSUM BOARD WALLASSEMBLIES FRAMED WITH MIN 3-5/8 IN. WIDE WOOD STUDS AND CONSTRUCTED AS SPECIFIED IN THE INDIVIDUAL U300 SERIESWALL AND PARTITION DESIGNS IN THE FIRE RESISTANCE DIRECTORY.TYPE MPP+, MOLDABLE PUTTY PADS FOR USE WITH MAX 4 BY 3-3/4 BY 3 IN. DEEP UL LISTED NONMETALLIC OUTLET BOXESMANUFACTURED BY CARLON ELECTRICAL PRODUCTS, MADE OF PVC AND BEARING A 2 HR RATING UNDER THE "OUTLET BOXES ANDFITTINGS CLASSIFIED FOR FIRE RESISTANCE CATEGORY IN THE FIRE RESISTANCE DIRECTORY. BOXES INSTALLED WITH PLASTICCOVER PLATES, FOR USE IN 1 HR RATED GYPSUM BOARD WALL ASSEMBLIES FRAMED WITH MIN 3-5/8 IN. WIDE WOOD STUDS ANDCONSTRUCTED AS SPECIFIED IN THE INDIVIDUAL U300 SERIES WALL AND PARTITION DESIGNS IN THE FIRE RESISTANCE DIRECTORY.TYPE MPP+, MOLDABLE PUTTY PADS FOR USE WITH MAX 4 BY 3-1/4 BY 3-3/4 IN. DEEP UL LISTED NONMETALLIC OUTLET BOXESMANUFACTURED BY THOMAS & BETTS CORP., MADE OF PHENOLIC, TYPE 2002-738-C AND BEARING A 2 HR RATING UNDER THE"OUTLET BOXES AND FITTINGS CLASSIFIED FOR FIRE RESISTANCE" CATEGORY IN THE FIRE RESISTANCE DIRECTORY. BOXESINSTALLED WITH STEEL COVER PLATES. FOR USE IN 2 HR FIRE RATED GYPSUM BOARD WALL ASSEMBLIES FRAMED WITH MIN 3-1/2IN. WIDE STEEL STUDS AND CONSTRUCTED AS SPECIFIED IN THE INDIVIDUAL U300 SERIES WALL AND PARTITION DESIGNS IN THEFIRE RESISTANCE DIRECTORY.MOLDABLE PUTTY PADS ARE TO BE INSTALLED TO COMPLETELY COVER THE EXTERIOR SURFACES OF THE OUTLET BOX (EXCEPTFOR THE SIDE OF THE OUTLET BOX AGAINST THE STUD) INCLUDING NAILING TABS AND COMPLETELY SEAL AGAINST THE STUDWITHIN THE STUD CAVITY. ADDITIONAL PUTTY MATERIAL USED TO SEAL AROUND EACH CONDUIT AND/OR CABLE FITTING ON THEEXTERIOR OF EACH BOX. A MIN 1/8 IN. THICKNESS OF PUTTY MATERIAL IS REQUIRED ON THE EXTERIOR SURFACES OF FLUSHDEVICE BOXES IN 1 AND 2 HR FIRE RATED WALL AND PARTITION DESIGNS. WHEN THE MOLDABLE PUTTY PAD OUTLET BOXPROTECTIVE MATERIAL IS USED ON BOXES ON BOTH SIDES OF WALL AS DIRECTED, THE HORIZONTAL SEPARATION BETWEENOUTLET BOXES ON OPPOSITE SIDES OF THE WALL MAY BE LESS THAN 24 IN. PROVIDED THAT THE OUTLET BOXES ARE NOTINSTALLED BACK TO BACK.DATA RETRIEVED FROM UNITED LABORATORIES ONLINE CERTIFICATIONS. WWW.UL.COM®© ®UNFACED INSULATION ALL AROUNDBOXNO UNUSED KNOCKOUTS OROTHER HOLES LEFT OPEN.SHEET CAULKING ALL AROUNDBACK AND SIDES OF BOX SEEDETAIL 19 / A-D2114"JOINT FILLED WITHBEAD OF 3M - CP 25N/S CAULKFACE FLANGE - DRYWALL ORPLASTER OVERLAPS FLANGE.SEE DETAIL 19 / A-D21-FORUSE OF NON-METALLICELECTRICAL BOX.FRAMED FLOOR - METALLIC PIPECONC FLOOR/CMU WALL - CONDUIT/EMTMULTIPLE PENETRATIONS THROUGH 3 HR. CONCRETE OR BLOCK WALLFIRE STOP SYSTEMSAD-20.3CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A4DUCT PENETRATION1106-21-23 PER CBC, TWO LAYERS 5/8" GYPSUMWALLBOARD WITH ALL JOINTS FIRETAPED . ASSIGNED TIME 30 MINUTESPER LAYER; 60 MINUTES*.1-HOUR FIRE RATED ACOUSTICSEALANT OR FIRE SAFING.DUCT OR LIGHT IN RATEDLINED JOIST BAYRATED FLOOR / CEILING PER PLANPER CBC, WOOD FLOOR JOIST AT16"O.C. MAX. WITH A MIN. NOMINALTHICKNESS OF 2". ASSIGNED TIME 10MINUTES.*PER CBC SECTION 721.6.2.1, THE TOTALTIME ASSIGNED TO THE MEMBRANE ONTHE FIRE EXPOSED SIDE OF THEASSEMBLY IS 60 MINUTESENCLOSE FULL LENGTH OF DUCTRUN OR LIGHT BOX WITHGYPSUM WALLBOARD ON ALL 4SIDES AND TOP OF ENCLOSUREPER CBC, 19/32" MIN. WOODSTRUCTURAL PANEL BONDED WITHGLUE. ASSIGNED TIME 15 MINUTES.EXTEND THE LENGTH OF DUCT RUN.CONTINUE GYPSUM BOARD BEHINDNON-RATED SOFFITDUCT OR PIPESLIGHT GAUGE METAL FRAMINGCEILING .(1) LAYER OF 5/8" GYPSUM BOARDRATED FIRE PARTITIONRATED FLOOR / CEILINGRESILIENT WALL TO SOFFIT JOINTISOLATIONSOFFIT FRAMING SHALL BE ISOLATEDFROM ACOUSTIC WALL.1/2" GAPCONNECT SOFFITFRAMING TORESILIENT CHANNELONLY, NOT TO FLOORFRAMING26 GA. STEEL DUCT CONTINUOUS FROMMEMBRANE TO EXTERIOR OF BUILDINGPROVIDE FRAMING AS REQUIRED TOSUPPORT GYPSUM WALLBOARD, 2x4 AT16" O.C. MAXIMUM(2) LAYERS 5/8" TYPE X GYPSUMWALLBOARD. THE ENCLOSURESHALL COMPLETELY WRAPAROUND THE DUCT OR FANHOUSING PENETRATIONLISTED THROUGH PENETRATIONFIRE STOP COMPLYING WITHCBC SECTION 713.4.1.2EXCEPTION #1FLEXIBLE OR RIGIDCONNECTOR1-HOUR FIRE RATED ACOUSTICSEALANT OR FIRE SAFINGFAN OR REGISTER2x CEILING JOIST OR TRUSS BOTTOMCHORD(1) LAYER 5/8" TYPE X GYPSUMWALLBOARD ALL FOUR SIDES OF THEACCESS OPENING AS REQUIRED BYMANUFACTURER.20" X 30" MINIMUM OPENING REQUIREDCOORDINATE ROUGH OPENINGWITH TRUSS MANUFACTURERMIN.12" THICK STRUCTURALSHEATHING(2)LAYERS OF 5/8" TYPE 'X'GYPSUM BOARD2X 10 WOOD FLOOR JOISTSMAX. 24" O.C. DOUBLE WOOD FLOOR2X WOOD FLOOR JOISTSMAX. 16" O.C. 2 12" HARDROCK CONCRETE DRAINAGE BOARD OVERWATERPROOFING MEMBRANE"PLI-DECK" WATERPROOFDECK COATING - INSTALL PERMANUF. REQS.3/4" PLYWOOD SHT'G W/EXTERIOR GLUE2X WOOD DECK JOISTSEXTERIOR PLASTER OVER METAL LATH.NOTE: WHERE TOP OF DECK SURFACE ISEXPOSED TO WEATHER, PROVIDECROSS VENTILATION AT UNDERSIDE OFDECK CAVITIES AT A RATE OF 1/150.1" GYPSUM FLOORTOPPINGLISTING DETAILS:GYPSUM WALLBOARD, WOOD JOISTS, ROOF COVERINGBASE LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO 2X10 WOOD JOISTS 24"O.C. WITH 1-1/4" TYPE W OR S DRYWALL SCREWS 24" O.C.FACE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLESTO JOISTS WITH 1-7/8" TYPE W OR S DRYWALL SCREWS 12" O.C. AT JOINTS AND INTERMEDIATE JOISTSAND 1-1/2" TYPE G DRYWALL SCREWS 12" O.C. PLACED 2" BACK ON EITHER SIDE OF END JOINTS. JOINTSOFFSET 24" FROM BASE LAYER JOINTS.WOOD JOISTS SUPPORTING 1/2" PLYWOOD WITH EXTERIOR GLUE APPLIED AT RIGHT ANGLES TOJOISTS WITH 8d NAILS.APPROPRIATE ROOF COVERING.CEILING PROVIDES ONE-HOUR FIRE RESISTANCE PROTECTION FOR FRAMING, INCLUDING TRUSSES.ROOF COVERING MINIMUM CLASS'B' 80 MIL TPO ROOFING ON SLOPEDRIGID INSULATIONSTC/ICC RATING1.KINETICS #AT0010282.TESTING AGENCY & REPORT NUMBER2.1.NRC-CANADA2.2.B3463.15FIRE RATING:1-HRSOUND TRANSMISSION:59 STCKINETICS #AT001028IMPACT INSULATION:52 IICKINETICS #AT001028FIRE RESISTANCE LISTING:(1) LAYER 5/8" TYPE 'X' GYPSUM BOARD OVER METAL STUDSAT DROP CEILING, REFER TO "SSMA" SPAN TABLE FORSIZING. WHERE POSSIBLE ALL DROP FRAMING SHALL BESUPPORTED BY THE WALLS ONLY.DRYWALL FURRING CHANNEL(2) LAYERS 5/8" GYPSUM WALL BOARDBATT INSULATION, (TOTAL R-VALUE SHALL MEET REQUIREMENTSPER TITILE-24 ENERGY REPORT, LESS THE R-VALUE ACHIEVED WITHSPRAY FOAM INSULATION)CONCRETE PAVERS ON ADJUSTABLEPEDESTALS - SEE LANDSCAPEDRAWINGSCLOSED CELL SPRAY APPLIED POLYURETHANE FOAM INSULATION / AIRBARRIER (AIR-IMPERABLE) APPLIED TO THE UNDERSIDE OF THE ROOFSHEATHING (DIRECT CONTACT)( ICC-ES ESR-3500 - ICYNENE PROSEAL, OR APPROVED EQUAL)MIN. 5/8" PLYWOODMIN. 1/2" PLYWOOD O/ 2XSLEEPERS RIPPED TO SLOPE1/4" DENSDECKMASON SUPER W PADS 3/4"50 DM UNDER PEDESTALS,TYP.7/8" THK EXTERIOR PLASTER OVEREXTENDED METAL LATH LIGHT PER ELECTRICAL PLAN. IFRESILIENT CHANNELS ARE REQUIREDSECURE LIGHT TO RESILIENT CHANNELONLY.PER CBC TABLE 721.6.2(1), TWO LAYERS5/8" GYPSUM WALLBOARD WITH ALLJOINTS FIRE TAPED . ASSIGNED TIME 30MINUTES PER LAYER; 60 MINUTES*.1-HOUR FIRE RATED ACOUSTICSEALANT OR FIRE SAFING.RATED FLOOR / CEILING PER PLANPER CBC TABLE 721.6.2(2), WOOD FLOORJOIST AT 16"O.C. MAX. WITH A MIN.NOMINAL THICKNESS OF 2". ASSIGNEDTIME 10 MINUTES.* PER CBC SECTION 721.6.2.1, THETOTAL TIME ASSIGNED TO THEMEMBRANE ON THE FIRE EXPOSED SIDEOF THE ASSEMBLY IS 60 MINUTESENCLOSE LIGHT BOXWITH GYPSUMWALLBOARD ON ALLSIDES AND TOP OFENCLOSUREPER CBC SECTION 721.6.2.4, 19/32" MIN.WOOD STRUCTURAL PANEL BONDEDWITH GLUE. ASSIGNED TIME 15MINUTES.1'-4" MAXIMUMIN ONE DIRECTION OF BOXFASTENING OF WOOD FRAME ASSEMBLIES AND THE FASTENING OF MEMBRANES TOWOOD FRAMING MEMBERS SHALL BE DONE IN ACCORDANCE WITH CBC CHAPTER 23NOTE: ATTIC ACCESS OPENINGS IN1-HOUR CEILING CAN BE (2) LAYERS 34"PLYWOOD OR (1) LAYER 1-5/8" T&GMATERIAL, SELF-CLOSING.ASSEMBLY COMPLIES WITH:CBC TABLE 721.1 (3) ITEM 13-1.2ASSEMBLY COMPLIES WITH:CBC TABLE 721.1 (3) ITEM 21-1.1GA FILE NO. RC 2601(REFER TO DETAIL 9 FORGA ASSEMBLY)FIRE-RATEDFLOOR-CEILINGASSEMBLIESAD-211-HR ROOF/CEILING ASSEMBLYNON-RATED DROPPED SOFFIT1-HR FLOOR/CEILING ASSEMBLY1-HR FLOOR/CEILING ASSEMBLY1-HR LINED JOIST BAY FLR/CLG. ASSEMBLYLIGHT IN CALCULATED 1-HR FLR / CLG. ASSEMBLYRATED ATTIC ACCESSFAN AT ROOF/CEILING ASSEMBLYN.R.DECK ASSEMBLY1-HR FLOOR/CEILING ASSEMBLYCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A432186512111091-HR ROOF/CEILING ASSEMBLY06-21-23 ISOLATE BASEBOARDABOVE FINISH FLOORACOUSTICAL-FIRE SEALANT14" THICK PERIMETERISOLATOR BETWEEN WALLAND GYP-CRETE FLOORUNDERLAYMENTSUBFLOOR14" MIN. GAP, FILL WITHACOUSTICAL FIRE RATEDSEALANT.ISOLATE BASEBOARDABOVE FINISH FLOORACOUSTICAL FIRE RATEDSEALANTONE OR TWO LAYERS GYP. BD.WHERE OCCURS O/ PLYWOODSHEAR WALL WHERE OCCURSINSTALL WALL BOARD MIN. 12"ABOVE SUBFLOORSLABCARPET OR HARD SURFACEFLOORINGR.C.CHANNELS14" MIN. GAP. CAULK WITHACOUSTICAL FIRE RATEDSEALANT.CONCRETE SLAB. MIN. 6.2INCH THICK FOR 3 HR RATINGPER CBC TABLE 722.2.2.1.REFER TO PLANS FORDESIGN THICKNESS.ASSEMBLY COMPLIES WITH:CBC TABLE 721.1(3) ITEM 1-1.1TUBSLAB BLOCK-OUT FORDRAINAGE LINES.3"12"8"3 HR RATED FIRESTOPPINGAT THE SLAB PENETRATIONWATERPROOFING OVERMETAL PAN INSERT.SHAFT WALL PER PLANPER PLANPER PLAN2 HR RATED SHAFT ASSEMBLYPER GA FILE No. 7125.CONCRETE SLABCONCRETE OR CMU WALLFINISH FLOOR WHEREOCCURSCONCRETE SLAB. MIN. 5.0INCH THICK FOR 2 HR RATINGPER CBC TABLE 721.1(3) Item1-1.1. REFER TO PLANS FORDESIGN THICKNESS.ASSEMBLY COMPLIES WITH:CBC TABLE 721.1(3) ITEM 1-1.1DOUBLE WOOD FLOOR7/8" THK EXTERIOR PLASTER OVEREXTENDED METAL LATH 2X WOOD FLOOR JOISTSMAX. 16" O.C.PLIDEK SYSTEMWATERPROOFING PER WATERPROOFINGREPORT DOUBLE WOOD FLOOR2X WOOD FLOOR JOISTSMAX. 16" O.C. 2 12" HARDROCK CONCRETE DRAINAGE BOARD OVERWATERPROOFING MEMBRANEONE LAYER 5/8"PROPRIETERY GYPSUMBOARD7/8" THK EXTERIOR PLASTER OVEREXTENDED METAL LATH ONE OR TWO LAYERS GYP. BD.WHERE OCCURS O/ PLYWOODSHEAR WALL WHERE OCCURSINSTALL WALL BOARD MIN. 12"ABOVE SUBFLOORONE OR TWO LAYERS GYP. BD.WHERE OCCURS O/ PLYWOODSHEAR WALL WHERE OCCURSONE OR TWO LAYERS GYP. BD.WHERE OCCURSASSEMBLY COMPLIES WITH:CBC TABLE 721.1 (3) ITEM 13-1.2ASSEMBLY COMPLIES WITH:CBC TABLE 721.1 (3) ITEM 13-1.2PROVIDE 2 MM THICK MIN.ACOUSTICAL UNDERLAYMENTWHEN OCCURS ABOVE ADWELLING UNIT ORCONFERENCE ROOM ANDHARD SURFACE FLOORING ISUSEDFINISH FLOOR WHEREOCCURSPROVIDE 2 MM THICK MIN.ACOUSTICAL UNDERLAYMENTWHEN OCCURS ABOVE ADWELLING UNIT ORCONFERENCE ROOM ANDHARD SURFACE FLOORING ISUSEDFIRE-RATEDFLOOR-CEILINGASSEMBLIES (CONT.)AD-21CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA06-21-23ADDENDUM A3-HR RATED FLOOR/CEILING2-HR RATED FLOOR/CEILINGWALL TO CEILING ISOLATION2-HR RATED SOFFITSLAB CUT-OUT AT TUBWALL TO FLOOR ISOLATIONWALL TO SLAB ISOLATION161514201918242322131721--1-HR FLR/CEILING DECK ASSEMBLY1-HR FLR/CEILING AT EXT. CORR-AA06-21-23 MINERAL OR GLASS FIBER BATTINSULATION STUFFED IN THE AIRSPACE AND STAPLED TO STUDS AT10'-0" O.C. HORIZONTALLYOPTIONAL 2ND 3-1/2" SOUNDATTENUATION BLANKET3-1/2" SOUND ATTENUATION BLANKETRATED FIRE PARTITIONLAYER OF 5/8" TYPE 'X'GYPSUM BOARDRATED WALL ASSEMBLY 2X WOOD OR METALSTUDSPLUMBING PIPE-SUPPORTCLAMPS TO BE MIN. 1/2"FROM GYPSUM WALL BOARD1"UNITBATT INSULATION, EXTENDTWO STUD CAVITIES ONEITHER SIDE OF PLUMBINGONE LAYER OF GYPSUMWALL BOARD3-5/8" STEEL STUDS24" O.C.WALL INSULATION WHEREREQUIREDPER PLAN 7/8" EXTERIOR CEMENT PLASTER MAYOCCURNOTE: THE SOUND RATING IS ONLY REQUIRED WHENIMMEDIATELY ADJACENT TO A DWELLING UNIT.FIRE-RATED INTERIORWALL ASSEMBLIESAD-221-HR RATED METAL FRAMED WALL92-HR RATED WOOD FRAMED WALL51-HR RATED WOOD FRAMED WALL11-HR RATED WALL @ CORRIDOR2FIREBLOCKING @ PARTY WALL61-HR RATED METAL FRAMED WALL10FURRED WALL @ CONC. WALL12111-HR RATED METAL PARTY WALL2-HR RATED PARTY WALL781-HR RATED RECESS431-HR RATED PARTY WALLPLUMBING WALLCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A06-21-23 MOISTURE RESISTANT GYPSUMBOARD, NON-PAPER BACKED,CONTINUES BEHIND THETUB/SHOWER UNITMOISTURE RESISTANT GYPSUMBOARD, NON-PAPER BACKED OVERTUB/SHOWER FLANGETUB, ISOLATE BASE FROMFLOOR AND WALLNOTES:1.DEPTH OF ELECTRICAL BOXES SHALL BE COMPATIBLE WITH WALL OR PARTITION STUD SIZE ANDACCOMMODATE LISTED PADS WHEN USED.2.ALL UNUSED KNOCK-OUTS SHALL BE PLUGGED.3.CONDUIT SHALL BE INSTALLED ON THE SIDE SERVED IN DOUBLE STUD OR STAGGERED STUDWALLS AND PARTITIONS. CONDUIT IS NOT ALLOWED IN THE AIR SPACE BETWEEN STUD ROWS.4.SEPARATE CONDUIT SHALL BE PROVIDED FOR ELECTRICAL BOXES ON OPPOSITE SIDES OF SINGLESTUD ACOUSTIC WALLS OR PARTITIONS.5.CONTRACTOR SHALL DRILL ALL STUD AS REQUIRED FOR INSTALLATION OF CONDUIT.6.LISTED PAD WRAPS ARE REQUIRED ON ALL ELECTRICAL BOXES AT ALL WALLS AND PARTITIONSTHAT REQUIRE ACOUSTICAL INSULATION. SEE ACOUSTICAL REPORT FOR ADDITIONALREQUIREMENTS.MEMBRANE PENETRATIONS SHALL BE INSTALLED PER CBC SECTION 714.3.2. WHERE WALLS ORPARTITIONS ARE REQUIRED TO HAVE A FIRE-RESISTIVE-RATING, RECESSED FIXTURES SHALL BEINSTALLED SUCH THAT THE REQUIRED FIRE-RESISTANCE WILL NOT BE REDUCED.MEMBRANE PENETRATION OF MAXIMUM 2-HOUR FIRE-RESISTANT-RATED WALLS AND PARTITIONS AREALLOWED BY STEEL ELECTRICAL BOXES THAT DO NOT EXCEED 16 SQUARE INCHES IN AREA, PROVIDEDTHE AGGREGATE AREA OF THE OPENINGS THROUGH THE MEMBRANE DOES NOT EXCEED 100 SQUAREINCHES IN 100 SQUARE FEET. MEMBRANE PENETRATIONS BY LISTED ELECTRICAL BOXES OF ANYMATERIAL ARE ALLOWED, PROVIDED SUCH BOXES HAVE BEEN TESTED FOR USE INFIRE-RESISTANCE-RATED ASSEMBLIES AND ARE INSTALLED IN ACCORDANCE WITH THE INSTRUCTIONSINCLUDED WITH THE LISTING.THE ANNULAR SPACE BETWEEN THE WALL MEMBRANE AND THE STEEL OR LISTED BOX SHALL NOTEXCEED 1/8".24" MINIMUM NOT LESS THAN "X""X"STEEL OR LI STED BOXES ON THEOPPOSITE SIDES OF THE WALLSHALL BE SEPARATED BY SOLIDFIREBLOCKING IN ACCORDANCEWITH CBC SECTION 714.3.2.1.ORBE SEPARATED BY PROTECTI NGBOTH BOXES WITH LISTED PADS.ORBE SEPARATED BY OTHER LISTEDMATERIALS AND METHODS.1/8" MAXANNULAR SPACE, TYPICALSEE CBC SECTION 714.3.2TYPICAL SINGLE STUD WALL OR PARTITIONSTEEL OR LISTED BOXES ON THEOPPOSITE SIDES OF THE WALL SHALLBE SEPARATED BY PROTECT ING BOTHBOXES WITH LISTED PADS.orBE SEPARATED BY OTHER LISTEDMATERIALS AND METHODS.DOUBLE STUD WALL OR PARTITION (SIMILAR FOR STAGGERED STUDS)DOUBLE STUD RATED FIREPARTITIONANNULAR SPACE, TYPICAL SEE CBCSECTION 714.3.25364454545STRINGERS SHALL HAVE NOCONNECTION TO WALL5/8" TYPE X GYPSUM WALLBOARD ATENCLOSED SPACE UNDER STAIRSWALL TO FLOOR JOINT ISOLATIONPROVIDE BACKING FOR CARPET1/2" GAPCONTINUE GYPSUM BOARD BEHINDAND BELOW STAIR AS REQUIRED TOMAINTAIN FIRE AND/OR ACOUSTICRATED WALL ASSEMBLIESSTEEL BOXES ON THE OPPOSITESIDES OF THE WALL SHALL BESEPARATED BY NOT LESS THAN24" WHERE THE WALL ISCONSTRUCTED WITH INDIVIDUALNONCOMMUNICATING STUDCAVITIES.ORBE SEPARATED BY A HORIZONTALDISTANCE OF NOT LESS THAN THESTUD CAVITY WHERE THE WALLCAVITY IS FILLED WITHCELLULOSE LOOSE-FILL,ROCKWOOL OR SLAG MINERALWOOL INSULATION.RESILIENT CAULK1/8" MAXCONTINUE FLOOR TOPPINGUNDER TUB2X BLOCKINGMAINTAIN FIRE-RATING OF WALLASSEMBLY1/2"2X LEDGER OVER GYPSUM BOARD2X CORRIDOR FLOOR FRAMINGPERPENDICULAR TO THE RATED WALLCONTINUE GYPSUM BOARD BEHINDTHE LEDGER TO MAINTAIN WALL FIRERATING.DROPPED SOFFIT WHERE OCCURSFIRE RATED ACOUSTICAL SEALANT-BOTH SIDESMTL RUNNERONE (1) LAYER FIRE RATED GYPBD ON THIS SIDESET SILL PLATES ON (3) CONT. BEADSOF SEALANT, TYP.LIVINGUNITFIRE RATED ACOUSTICAL SEALANT-BOTH SIDES5/8" TYPE X GYPSUM WALLBOARDOVER 2 1/2" METAL CEILING FRAMING.CEILING SHALL COMPLY WITH CBCSECTION 803.11.2 FOR SET-OUTCONSTRUCTIONLISTING:2010 CBCTABLE 720.1(2)13-1.1FIRE RATING:1-HR.SOUND RATING:STC 50T.O. CONC. SLABSLOTTED HEAD TRACK- FORDEFLECTION3-5/8", 25 GAGE METAL STUDS@ 16" O.C.LISTING:CALIFORNIA OFFICE OF NOISECONTROLSECTION NO.: 1.3.3.5.4.7CORRIDORITEM 13-1.1 - 0.018" (25 CARBON SHEET STEEL GAGE) CHANNEL SHAPED STUDS @ 24" O.C. WITH ONEFULL-LENGTH LAYER OF 58" TYPE "X" GYPSUM WALL BOARD APPLIED VERTICALLY ATTACHED WITH1" LONG NO. 6 DRYWALL SCREWS TO EACH STUD. SCREWS ARE 8" ON CENTER AROUND THEPERIMETER AND 12" ON CENTER ON THE INTERMEDIATE STUD. THE WALLBOARD MAY BE INSTALLEDHORIZONTALLY WHEN ATTACHED TO 3-5/8" METAL STUDS AND THE HORIZONTAL JOINTS ARESTAGGERED WITH THOSE ON THE OPPOSITE SIDE. SCREWS FOR THE HORIZONTAL APPLICATIONSHALL BE 8" ON CENTER AT VERTICAL EDGES AND 12" ON CENTER AT INTERMEDIATE STUDS.3-1/2" BATT SOUNDINSULATION; SEE ENERGYREPORT FOR REQUIREDBUILDING INSULATION.UNCONDITIONEDTWO (2) LAYERSFIRE-RATED GYP. BD.OVER CLARK DIETRICHRCSD RESILIENTCHANNELS ATTACHED AT24" O.C. W/ FREE SIDE ATTOP. INCREASE TO (3)LAYERS @ BEDROOM OROFFICEGYPSUM BOARD TO BE PAINTEDMETALSTUDSTWO (2) LAYERS FIRE RATEDGYP BDWALL OPENINGPIPE BEHIND OPENINGFIRE RATED CORRIDOR WALL1'-3" CLR. MIN.7" CLR. MIN.MOISTURE RESISTANT GYPSUMBOARD, NON-PAPER BEHINDTUB/SHOWER2016 CBC TABLE 721.1(3)ITEM NO. 1-1.1SYSTEM TYPEGENERICFIRE-RESISTANCE RATING3 HOUR FIRESOUND TESTNOT REQUIREDNOTE:CONTRACTOR SHALL READ AND BE FAMILIAR WITHTHE PRESCRIPTIVE DETAILS OF THE FIRE AND SOUNDASSEMBLIES LISTED PRIOR TO ASSEMBLYINSTALLATIONNOTES:1.1-HR = 3.5" THICK MINIMUM2-HR = 5.0" THICK MINIMUM3-HR = 6.2" THICK MINIMUM4-HR = 7.0" THICK MINIMUM(SILICEOUS AGGREGATE CONCRETE)3-HOUR WALL6.2" MINIMUMSILICEOUS AGGREGATE CONCRETE WALL PERSTRUCTURAL - SEE TABLE AND ITEM NO. LISTEDBELOW FOR MINIMUM REQUIREMENTSMETAL HAT CHANNELS WHERE OCCURSMETAL STUD FRAMING WHERE OCCURSGYPSUM BOARD WHERE OCCURSOR COLUMNFIRE-RATED INTERIORWALL ASSEMBLIES(CONT.)AD-22CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A2-HR RATED METAL FRAMED WALL132-HR RATED SHAFT WALL14OUTLET PENETRATIONSTAIR @ PARTY WALLTUB / SHOWER @ WALL151618192022242-HR RATED MTL. PARTY WALLSHAFT WALL @ CORRIDOR3-HR CONCRETE WALL OR COL1-HR FIRE PARTITION-CORRIDOR-METAL STUDS251-HR RATED WOOD-FRAMED WALL28A2-HR RATED STANDPIPE ENCLOSURE AT CORRIDORA06-21-23 UNIT LIVING SPACEEXTERIOR CORRIDORUNIT LIVING SPACEUNIT LIVING SPACESET SILL PLATE ON (3) CONTINUOUSBEADS OF SEALANTINTERIOR CORRIDORSET SILL PLATE ON (3) CONTINUOUSBEADS OF SEALANTTYPICAL RATED INTERIORFLOOR / CEILING3AD-21UNIT LIVING SPACE2AD-22INTERIOR CORRIDORINTERIOR CORRIDORUNIT LIVING SPACERATED CORRIDOR WALL,STAGGEREDEXTERIOR CORRIDORorBALCONYTOPPING SLABWHERE OCCURSRATED CORRIDOR WALL,STAGGERED2AD-22SOUND INSULATION; SEE ENERGYREPORT FOR REQUIRED BUILDINGINSULATION.TYPICAL RATED EXTERIORFLOOR / CEILINGRATED FLOOR / CEILING ATDROPPED SOFFITEXTERIOR CORRIDORLIGHT IN NON-RATEDCEILING / SOFFITSOUND INSULATION; SEE ENERGYREPORT FOR REQUIRED BUILDINGINSULATION.SET SILL PLATES ON (3) CONT. BEADSOF SEALANTTYPICAL RATED FLOOR /CEILINGRATED ROOF / CEILINGASSEMBLYRATED WALLASSEMBLYFIREBLOCKING INCONCEALED WALL SPACES,CBC 717.2.2CONCRETE SLABAIRSPACEPER PLAN9AD-21UNIT3AD-221AD-21UNITUNITUNITUNITSOUND INSULATION;SEE ENERGYREPORT FORREQUIRED BUILDINGINSULATION.UNIT LIVING SPACE5/8" TYPE X GYPSUM WALLBOARDOVER METAL CEILING FRAMING.NOTE:SEE DETAIL 4/ FOR INFORMATIONNOT SHOWNNOTE:SEE DETAIL 4/ FOR INFORMATIONNOT SHOWN14AD-2115AD-2116AD-2115AD-21TYPICAL RATED FLOOR /CEILING1AD-21UNITINTERIORSTAIRRATED ROOF / CEILINGASSEMBLY2 HR RATED WALLASSEMBLY9AD-21UNIT7AD-22SET SILL PLATES ON (3) CONT. BEADSOF SEALANTCONCRETE SLABFIREBLOCKING INCONCEALED WALL SPACES,CBC 717.2.2FIREBLOCKING INCONCEALED WALL SPACES,CBC 717.2.2FRAMINGPERPENDICULARFRAMING PARALLELTYPICAL RATED FLOOR /CEILING1AD-21UNITTYPICAL RATED FLOOR /CEILING1AD-21UNITSTAIR SHAFTFRAMING OPTION - 2FRAMING OPTION - 3LEDGER PER STRUCTURALTOP-FLANGE HANGER FORDRYVALL CONTINUATIONSTAIR SHAFT2 HR RATED WALLASSEMBLYUNIT7AD-221 HR RATED WALLASSEMBLYINTERIORSTAIRRATED ROOF / CEILINGASSEMBLY9AD-21RATED ROOF / CEILINGASSEMBLY10AD-21DRAFTSTOPPING PER CBC 708.4.2TYPICAL RATED INTERIORFLOOR / CEILING1AD-2124AD-21FRAMING PERPENDICULARFRAMING PARALLELFRAMING PARALLELFRAMING PARALLELFRAMING PARALLELFRAMING PARALLEL1-HOUR FIREPARTITION DETAILSAD-22.11-HR RATED INTERIOR CORRIDOR TO UNIT20122-HR RATED FIRE BARRIER STAIR SHAFT TO UNIT1-HR RATED EXTERIOR CORRIDOR TO UNIT1-HR RATED FIRE PARTITION UNIT TO UNIT84CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A06-21-23 182-HR FIRE BARRIER2-HOUR FIRE BARRIER3RD FLOOR4TH FLOOR2-HR SHAFT2-HR METALSTUD WALL4-UNIT LIVING SPACEINTERIOR CORRIDOR2-HOUR FIRE BARRIER1-2-1.2.3.WALL ASSEMBLY:2-HR. WALL ASSEMBLYFIRE RATING:MIN. 2-HRNOTES INDICATED OCCURS @ ALL LIKE CONDITIONS @ALL FLOOR LEVELS U.O.N.NOTES:1.2.3.WALL ASSEMBLY:EXTERIOR 2-HR WALLFIRE RATING:MIN. 2-HRNOTES INDICATED OCCURS @ ALL LIKE CONDITIONS @ALL FLOOR LEVELS U.O.N.NOTES:FIRE BARRIER @ UNITFIRE BARRIER @ CORRIDORTYP. FLR / CLG ASSEMBLY1AD-21RATED FLR / CLGASSEMBLY @ CORRIDOR1AD-212-HR CMU WALL(2) 2x SOLID RIM JOIS(2) 2x BLOCKINGRUN (2) LAYER OF GYPBOARD TO THEUNDERSIDE OF ROOFSHEATHING12-HR RATED FIRE BARRIERELECTRICAL, PLUMBING AND MECHANCIAL ELEMENTSNOT PERMITTED IN AIR SPACESTRUCTURAL PANELWHERE OCCURS15APPROVED 2 HOUR U.L.FIRE RESISTIVE JOINTSYSTEMREQUIRED ATBOTH SIDES OFWALL2-HR FIRE BARRIER ASSEMBLY - WOOD STUDS2FIRE RATING:1-HR.SOUND RATING:NOT TESTEDLISTING:U905 (CMU PORTION)CBC TABLE 720.1(2)ITEM 13-1.1(METAL STUD PORTION)MORTAR JOINT3-5/8", 25 GAGE MET. STUDS @ 16" O.C.LINE OF CONCRETE FLOOR SLAB. 40"- (5) COURSES OF CMU F.O. GYP. BD SHALLBE FLUSH WITH F.O.CMU ON DOORSWING SIDEWALL IS TO BEPOSITIONED TOWARDDOOR SWING SIDE OFWALLDOOR FRAME POSITION IN WALL-BEYONDFIRE RATED SEALANT-BOTH SIDESSLOTTED HEAD TRACK- FORDEFLECTIONFIRE RATED SEALANT-BOTH SIDESITEM 13-1.1 - 0.018" (25 CARBON SHEET STEEL GAGE) CHANNEL SHAPED STUDS @ 24" O.C. WITH ONEFULL-LENGTH LAYER OF 5/8" TYPE "X" GYPSUM WALL BOARD APPLIED VERTICALLY ON EACH SIDEFIRST LAYER IS ATTACHED WITH 1" LONG NO. 6 DRYWALL SCREWS 8" ON CENTER AROUND THEPERIMETER AND 12" ON CENTER ON THE INTERMEDIATE STUD. THE WALL BOARD MAY BEATTACHED HORIZONTALLY WHEN ATTACHED TO 3-5/8" STUDS AND HORIZONATL JOINTS ARESTAGGERED WITH THOSE ON OPPOSITE SIDES OF THE WALL. SCREWS FOR THE HORIZONTALAPPLICATION SHALL BE 8 " ON CENTER AT VERTICAL EDGES AND 12" ON CENTER ON THEINTERMEDIATE STUDS.TWO (2) LAYERS FIRE-RATED GYP. BD.EACH SIDE- PROVIDE DENS GLASS GOLDFOR FACE LAYER FACING GARAGE8" WIDE X 8" X 16" CMU4RATED CMU/ MET. STUD WALL9-SIM.5FIRE BARRIER AT ROOF FOR ELEVATORRUN (2) LAYER OF GYPBOARD TO THEUNDERSIDE OF ROOFSHEATHINGPERPENDICULARTRUSSESPARALLEL TRUSSESPERPENDICULARTRUSSESPARALLEL TRUSSES2-HR METALSTUD WALL4-3-HR RATED FLR / CLGASSEMBLY @ PODIUM17AD-213-HR RATED FLR / CLGASSEMBLY @ PODIUM17AD-21F.O.STUD PER PLANROUGH OPENINGIN FLOORSLAB OPENING DIM.F.O.STUD PER PLANCMU OR CONC WALL@ CONC W/ DUCTS@ WOOD FRAMING@ CONC STAIRS / ELEVATORSCONCRETE MASONRY UNITSPER STRUCTURAL DRAWINGSPERSTRUCTURAL8" MINFIRE:SOUND:TYPICAL USE:·Exterior nonbearing CMU wallNOT APPLICABLEEXTERIOR CEMENT PLASTERWHERE OCCURS1, 2 or 3 HOUR (CBC Table 721.1(2) Item 3-1)201, 2 or 3-HR FIRE BARRIER2 OR 3-HR RATED CONCRETEDECK SLAB OR WALL OR CMUWALL PER STRUCTURAL PLANS3-HR. RATED SEALANTASSEMBLY "SPECSEAL"ELASTOMERIC SEALANT SYSTEM#HW-D-1006 OR EQ.3 OR 4-HR WALL C.I.P. OR C.M.U.PER PLANSLIP/NON-BEARING JOINT WHEREOCCURS PER STRUCTURALPLANS.NOT TO EXCEED 2" MAX @ TIMEOF INSTALLATIONSPECIFIED TECHNOLOGIES UL.SYSTEM # HW-D-10061/2" THK. SPEC SEAL ES TOOLSMOOTHMIN. 4" WIDTH OF PCF MINERALWOOLNOTE:OBTAIN PRODUCT INSTALLATIONREQUIREMENTS AND INSTALL PERLISTINGSPEC SEAL SERIES ESELASTOMERIC FIRE SEALANT U.L.LISTED FOR 2HR JOINT TYP.9SLAB OPENING DIMENSIONDIMENSION PER PLAN1'-8"4'-2 1/2"2'-2"8'-0 1/2"2'-7"SHAFT MIN. CLR.15" R1'-4" MIN.1'-4"MIN.1'-4" MIN.1'-4"MIN.WALL TYPE PER PLANSCHUTE DOOR15" RCHUTE DOOR FRAME40" MAX.STAINLESS STEEL CHUTE DOOR FRAMECHUTE HOPPER @ DOORCHUTE BEYONDFINISH FLOOR1'-9 1/2"1'-9 1/2"CL3'-0"ABOVE FINISH ROOF CL2'-7" CLR OPENING2'-7" CLR. OPENINGTRASH DOOR PALM PUSH BUTTON2'-7" CLR OPENINGBATT INSULATION ALL SIDE OF CHUTE SHAFTTRASH CHUTE FASTENING AT FLOOR WALL TYP PER PLANSELF-CLOSING & LATCHINGDOOR WITH LEVEROPERATOR MAXIMUN 5LBS. OPENING FORCE NOGRAPING PINCHING ORTWISTING OF THE WRISTTO OPEN THE CHUTE DOOR1'-0"CURBTPO FINISH ROOF SLOPE PERROOF PLANCHUTE7'-0" MIN. AFF.AAABBSECTION BSECTION BELEVATIONELEVATIONCHUTE - (2) 30" DIA, 16 GAUGEALUMINIZED STEEL WITH DAMPINGCOMPOUND (ON THE CHUTE), EQUALTO SOUNDCOAT GP-1 SHOULD BEINCORPORATED AS PART OF THE BIDREQUIREMENTS. DAMPING SHOULDBE 1/2" THICKNESS OF THE STEEL.TYP.INTAKE DOOR: 15" WIDE X 18" HIGH, HOPPERINTAKE DOOR TO BE AUTOMATIC OPENING,ELECTRICALLY INTERLOCKED AND HAVE RUBBERDOOR BAFFLES BOTTOM HINGED, NOISELESS,SELF-CLOSING, SELF-LATCHING, STAINLESS STEELFRONT, BACK AND SKIRT, BEARING A UL LABLE1-1/2 HOUR, MAX TEMP RISE 250°F, 30 MIN.EMBOSSED "RUBBISH" OR "RECYCLE" STAINLESSSTEEL TRIM. ADA LEVER HANDLE.DISCHARGE: UL LABLEDACCORDION TYPE FIREDAMPERDOOR WITH UL LISTEDFUSIBLE LINK PER NFPA 82TRASH CHUTE FASTENING ATFLOOR FRAMING, BYMANUFACTURERCHUTE SUPPORT: CLIPS WELDED ATQUARTERS, TO SIT ON ANGLE IRONAND BAR GRID TYPE FRAME.STEELTO BE 3/16 " THICK MIN. VIBRATIONISOLATION OF THE TRASH CHUTEWHERE CONNECTED INTO THEBUILDING EQUAL TO MASONINDUSTRIES TYPE BR HAVING 0.2INCHES OF STATIC DEFLECTION.VENT:EXTEND FULL DIA, OF SAME GAUGE ASCHUTE THRU ROOF TO A HEIGHT OF 3'-0" (PERNFPA 82).. VENT THRU ROOF W/ EXPLOSIONVENT TO BE COVERED WITH A HINGED RAINCAP WITH 1" AIR SPACE AND HOLDDOWNCLIPS. ROOF EXTENSION TO BE ALUMINIZEDFINISH WITH CURB ROOF FLASHING.FLOOR FRAMING, BY MANUFACTURERTRASH SHAFT DETAIL1/2"MIN. MAINTAIN CLRCHUTE & STRUCTURE18AD-2315AD-23GALV. SHEET METAL FLASHING SOLDERED TOTRASH CHUTE PER WATERPROOFING DWGSTHE PURPOSE OF THIS DETAIL IS TO SHOW CHUTECOMPONENTS. FOR SHAFT WALLS, JOINTS, ETC.SEE FIRE PROTECTION PLANS & ELEVATIONSSLIP/NON-BEARING JOINT WHEREOCCURS PER STRUCTURALPLANS3 OR 4-HR WALL RATED C.I.P. ORC.M.U. PER PLAN1/2" THK. SPEC SEAL ES- TOOLSMOOTHNOT TO EXCEED 2" MAX @ TIMEOF INSTALLATIONSPECIFIED TECHNOLGIES UL.SYSTEM # HW-D-1006STRUCTURAL CONCRETE SLABOR WALL PER PLANMIN 4" WIDTH OF PCF MINERALWOOLCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A2-HOUR FIRE BARRIERDETAILSAD-2306-21-23 RATED FIRE PARTITION ONE LAYER OF 5/8" TYPE'X' GYPSUM BOARDRATED WALL, EXTERIOR RATED WALL, STAGGEREDRATED WALL, INTERIORINTERIOR SIDEEXTERIOR SIDEINTERIOR SIDE ASSEMBLY COMPLIES WITH:CBC TABLE 721.1(2) ITEM NUMBER 15-1.3ICC REPORT No. ER-19522X WOOD STUDS16" O.C.EXTERIOR CEMENT PLASTER O/METAL LATH O/ WATER RESISTIVEBARRIEREXTERIOR SHEATHINGWHERE OCCURSWALL INSULATION PERT-24 REQIREMENTSWHERE FIRE RETARDANT TREATED FRAMING ANDSHEATHING IS REQUIRED, ANY METAL STAPLES,STRAPS, NAILS, ETC. THAT COME IN CONTACT WITHFIRE RETARDANT TREATED LUMBER IS TO BECORROSIVE RESISTANT.2X WOOD STUDSEXTERIOR CEMENTPLASTER O/ METALLATH O/ WRBEXTERIOR SHEATHINGWHERE OCCURSONE LAYER OF 5/8" TYPE'X' GYPSUM BOARD ONBOTH SIDES OF WALLASSEMBLY COMPLIES WITH:CBC TABLE 721.1(2) ITEM NUMBER 15-1.3ICC REPORT No. ER-19522X WOOD STUDS16" O.C.EXTERIOR CEMENT PLASTER O/METAL LATH O/ WATER RESISTIVEBARRIEREXTERIOR SHEATHINGWHERE OCCURSWALL INSULATION PERT-24 REQIREMENTSRATED ASSEMBLY PER PLAN FILL WALL CAVITY WITHINSULATIONINTERIOR SIDEEXTERIOR SIDEEXTERIOR SIDEINTERIOR SIDEEXTERIOR SIDEEXTERIOR SIDENOTE: SUBSTITUTE 78" EXTERIORPLASTER IN LIEU OF ONE LAYER OF58" 'TYPE X' GYPSUM BOARDNOTE: SUBSTITUTE 78" EXTERIORPLASTER IN LIEU OF ONE LAYER OF58" 'TYPE X' GYPSUM BOARDNOTE: EXTERIOR CLADDING OVERWATER RESISTIVE BARRIER LOCATEDON EXTERIOR SIDE WHERE OCCURSFIRE-RATED EXTERIORWALL DETAILSAD-241-HR RATED WOOD FRAMED WALL51-HR RATED WOOD FRAMED WALL12-HR RATED WOOD FRAMED WALL22-HR RATED WOOD FRAMED WALL61-HR RATED MTL. FRAMED WALL782-HR RATED MTL. FRAMED WALL431-HR RATED MTL. FRAMED WALL2-HR RATED MTL. FRAMED WALLCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ANON-RATED WOOD FRAMED WALL91-HR RATED FURRED WALL10RATED WALL INTERSECTIONS1206-21-23 1. ACOUSTICAL SEALANT IS REQUIRED AT ALLINTERSECTIONS, INCLUDING WALLS ANDPENETRATIONS.2. FACE LAYER OF GYPSUM BOARD TO BE HELDBACK 14" AT ALL INTERSECTING SURFACES ANDCAULKED AIRTIGHT WITH ACOUSTICAL SEALANT.T O CONCTPLT O SHEATHINGEXTERIORINTERIORSTRUCTURAL WD. SHEATHING -SEESTRUCTURAL DRAWINGS FOR EXTENT-NOTE: CARRY SHEATHING TO NEARESTINSIDE OR OUTSIDE CORNER FOR FLUSHFINISHPARALLEL FRAMING-ROOF FRAMING IS ORIENTEDPARALLEL TO EXTERIOR WALL-THEREFORE NON-BEARINGCONDITION.REFER TO STRL. DWGS.FIRE BLOCK @ EXPOSED WEEPSCREED AREA ALSO SERVESAS LATH BLOCKING REQUIREDIN CBC16PARALLEL FRAMING-FLOOR FRAMING IS ORIENTEDPARALLEL TO EXTERIOR WALL-THEREFORE NON-BEARINGCONDITION.REFER TO STRL. DWGS.SET SILL PLATES ON (3)CONT. BEADS OF SEALANTT.O. PARAPETPARAPET NOT REQ'D. PER CBC SECTION 705.11 EXCEPTION #6NOTE: NOT ALL FLOOR LEVELS SHOWN-MULTIPLE FLOORS OCCURNOTE:THIS IS THE TOP OFEXTERIOR WALL- THEREFOREEXTERIOR WALL RATINGTERMINATES @ TOP OF PLATEPERPENDICULAR FRAMING-FLOOR FRAMING IS ORIENTEDPERPENDICULAR TO EXTERIORWALL-- THEREFORE BEARINGCONDITION.REFER TO STRL. DWGS.20RATED FLOOR /CEILINGASSEMBLY TYP1AD-21TPLT O SHEATHINGTPLT O SHEATHINGTPLROOF / CEILING ASSEMBLY9AD-21TYPTYPICAL AT EVERY FLOORLINE1-HOUREXTERIOR WALLASSEMBLY2-HOUR EXTERIORWALL ASSEMBLYNOTE:SEE DETAIL 4/ FOR INFORMATION NOT SHOWNNOTE:THIS IS THE TOP OFEXTERIOR WALL- THEREFOREEXTERIOR WALL RATINGTERMINATES @ TOP OF PLATETPLT O SHEATHINGT O SHEATHINGTPLT O SHEATHINGT.O. PARAPETPARAPET NOT REQ'D. PER CBC SECTION 705.11 EXCEPTION #6TPLEXTERIORINTERIORPERPENDICULAR FRAMING-ROOF FRAMING IS ORIENTEDPERPENDICULAR TO EXTERIORWALL-- THEREFORE BEARINGCONDITION.REFER TO STRL. DWGS.T O CONCFIRE-RETARDANT-TREATED RIMBEAM OR MULTIPLE JOISTS, TYP,- SEE STRUCTURAL DWGS16AD-2111AD-51.0TYPICAL AT WOOD TOCONCRETE TRANSITION8AD-51.02-HR EXTERIORWALLASSEMBLY2AD-241-HR EXTERIORWALLASSEMBLY1AD-244'-0" FIRE-RETARDANT -TREATED SHEATHING12" FIRE-RETARDANTTREATED SHEATHINGHATCH INDICATESFIRE-RETARDANT-TREATEDFRAMING, TYP, - SEESTRUCTURAL DWGSFIRE-RETARDANT-TREATEDBLOCKING, TYP.4'-0" FIRE-RETARDANT -TREATED SHEATHING12" FIRE-RETARDANTTREATED SHEATHINGHATCH INDICATESFIRE-RETARDANT-TREATEDFRAMING, TYP, - SEESTRUCTURAL DWGSFIRE-RETARDANT-TREATEDBLOCKING, TYP.6AD-24WHERE OCCURS.REFER TOELEVATIONS FORCLADDINGLOCATIONS2AD-246AD-24WHERE OCCURS.REFER TOELEVATIONS FORCLADDINGLOCATIONS5AD-24WHERE OCCURS.REFER TOELEVATIONS FORCLADDINGLOCATIONS1AD-245AD-24WHERE OCCURS.REFER TOELEVATIONS FORCLADDINGLOCATIONSWALL TO CEILINGISOLATION14AD-21WALL TO SLABISOLATION15AD-21WALL TO FLOORISOLATION16AD-21WALL TO CEILINGISOLATION14AD-21WALL TO SLABISOLATION15AD-21WALL TO FLOORISOLATIONFIRE-RETARDANT-TREATED RIMBEAM OR MULTIPLE JOISTS, TYP,- SEE STRUCTURAL DWGS1. ACOUSTICAL SEALANT IS REQUIRED AT ALLINTERSECTIONS, INCLUDING WALLS ANDPENETRATIONS.2. FACE LAYER OF GYPSUM BOARD TO BE HELDBACK 14" AT ALL INTERSECTING SURFACES ANDCAULKED AIRTIGHT WITH ACOUSTICAL SEALANT.T O CONCTPLT O SHEATHINGEXTERIORINTERIORSTRUCTURAL WD. SHEATHING -SEESTRUCTURAL DRAWINGS FOR EXTENT-NOTE: CARRY SHEATHING TO NEARESTINSIDE OR OUTSIDE CORNER FOR FLUSHFINISHPARALLEL FRAMING-ROOF FRAMING IS ORIENTEDPARALLEL TO EXTERIOR WALL-THEREFORE NON-BEARINGCONDITION.REFER TO STRL. DWGS.FIRE BLOCK @ EXPOSED WEEPSCREED AREA ALSO SERVESAS LATH BLOCKING REQUIREDIN CBCPARALLEL FRAMING-FLOOR FRAMING IS ORIENTEDPARALLEL TO EXTERIOR WALL-THEREFORE NON-BEARINGCONDITION.REFER TO STRL. DWGS.SET SILL PLATES ON (3)CONT. BEADS OF SEALANTT.O. PARAPETPARAPET NOT REQ'D. PER CBC SECTION 705.11 EXCEPTION #6NOTE: NOT ALL FLOOR LEVELS SHOWN-MULTIPLE FLOORS OCCURNOTE:THIS IS THE TOP OFEXTERIOR WALL- THEREFOREEXTERIOR WALL RATINGTERMINATES @ TOP OF PLATEPERPENDICULAR FRAMING-FLOOR FRAMING IS ORIENTEDPERPENDICULAR TO EXTERIORWALL-- THEREFORE BEARINGCONDITION.REFER TO STRL. DWGS.RATED FLOOR /CEILINGASSEMBLY TYP1AD-21TPLT O SHEATHINGTPLT O SHEATHINGTPLROOF / CEILING ASSEMBLY9AD-21TYPTYPICAL AT EVERY FLOORLINE1-HOUREXTERIOR WALLASSEMBLY2-HOUR EXTERIORWALL ASSEMBLYNOTE:SEE DETAIL 4/ FOR INFORMATION NOT SHOWNNOTE:THIS IS THE TOP OFEXTERIOR WALL- THEREFOREEXTERIOR WALL RATINGTERMINATES @ TOP OF PLATETPLT O SHEATHINGT O SHEATHINGTPLT O SHEATHINGT.O. PARAPETPARAPET NOT REQ'D. PER CBC SECTION 705.11 EXCEPTION #6TPLEXTERIORINTERIORPERPENDICULAR FRAMING-ROOF FRAMING IS ORIENTEDPERPENDICULAR TO EXTERIORWALL-- THEREFORE BEARINGCONDITION.REFER TO STRL. DWGS.T O CONCFIRE-RETARDANT-TREATED RIMBEAM OR MULTIPLE JOISTS, TYP,- SEE STRUCTURAL DWGS16AD-2111AD-51.0TYPICAL AT WOOD TOCONCRETE TRANSITION8AD-51.02-HR EXTERIORWALLASSEMBLY2AD-241-HR EXTERIORWALLASSEMBLY1AD-244'-0" FIRE-RETARDANT -TREATED SHEATHING12" FIRE-RETARDANTTREATED SHEATHINGHATCH INDICATESFIRE-RETARDANT-TREATEDFRAMING, TYP, - SEESTRUCTURAL DWGSFIRE-RETARDANT-TREATEDBLOCKING, TYP.4'-0" FIRE-RETARDANT -TREATED SHEATHING12" FIRE-RETARDANTTREATED SHEATHINGHATCH INDICATESFIRE-RETARDANT-TREATEDFRAMING, TYP, - SEESTRUCTURAL DWGSFIRE-RETARDANT-TREATEDBLOCKING, TYP.6AD-24WHERE OCCURS.REFER TOELEVATIONS FORCLADDINGLOCATIONS2AD-246AD-24WHERE OCCURS.REFER TOELEVATIONS FORCLADDINGLOCATIONS5AD-24WHERE OCCURS.REFER TOELEVATIONS FORCLADDINGLOCATIONS1AD-245AD-24WHERE OCCURS.REFER TOELEVATIONS FORCLADDINGLOCATIONSWALL TO CEILINGISOLATION14AD-21WALL TO SLABISOLATION15AD-21WALL TO FLOORISOLATION16AD-21WALL TO CEILINGISOLATION14AD-21WALL TO SLABISOLATION15AD-21WALL TO FLOORISOLATIONFIRE-RETARDANT-TREATED RIMBEAM OR MULTIPLE JOISTS, TYP,- SEE STRUCTURAL DWGSFIRE-RATED EXTERIORWALL DETAILS (CONT.)AD-24.1FIRE-RATED EXTERIORWALL DETAILS (CONT.)AD-24.11-HOUR EXTERIOR NON-BEARING WALL2-HOUR EXTERIOR BEARING WALLCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A06-21-23 3 HR. FIREWALL ASSEMBLY PER DETAILSHEAR PANEL ASOCCURS SEE STRL.BATTINSULATION2X WOOD STUDSONE HOUR EXT.WALL ASSEMBLYPER DETAIL2/AD-22APPROVED 1 HOURU.L. FIRE RESISTIVEJOINT SYSTEMREQUIRED ATBOTH SIDES OFWALLHOLD CEILING GYPSUMBOARD BACK 1/4", CAULKAIRTIGHT WITH 1-HOURFIRE RATED ACOUSTICALSEALANT PRIOR TO TAPEAND MUDPERIMETER ISOLATIONMATERIAL (CLOSED CELLFOAM, 1/4" MIN.)FINISH FLOOR1/4" MAX. GAP FILL WITHACOUSTICAL SEALANTBASEBOARD ASSCHEDULEDMAINTAIN CLEARANCEBETWEEN BASEBOARDAND FINISH FLOOR CAULKGAP WITH ACOUSTICALSEALANTRATED FIRE WALLRATED FLOOR/CEILINGBATT INSULATIONSHEAR PANEL WHEREOCCURS3 HOUR FIRE WALLASSEMBLY PER DETAILINTERIOR WALLHOLD GYP. BD. 14" AWAY FROMADJACENT GYP. BD. AND WOODFRAMING.RATED FLOOR / CEILINGMOISTURE RESISTANT NON-PAPERBACKED GYPSUM BOARDFIBERGLASS TUBRESILIENT CAULKFILL VOID WITH INSULATIONSET SILL PLATES ON (3)CONT. BEADS OF SEALANTTYPICAL RATEDFLOOR / CEILINGRATED ROOF / CEILINGASSEMBLYNO RIGID CONNECTIONBETWEEN STUD WALLSATTIC INSULATION PER ENERGY REPORT .FIREBLOCKING IN WALL CAVITYPER CBC SECTION 718.UNITUNITUNITNO OPENING IN THE ROOF WITHIN4 FEET OF THE FIREWALLUNITUNITFRAMING PERPENDICULAR3 HOUR AREA SEPARATION FIRE WALLC FIRE WALLL3 HR. FIREWALL ASSEMBLY PER DETAIL1-PER PLAN FIREWALLWIDTHSTAIR / MECHANICALSHAFTALIGN SEE DETAIL # 1 FORINFORMATION NOT SHOWNFIRE-RETARDANT-TREATED ROOFSHEATHING FOR 4 FEET OF THEFIREWALL ON BOTH SIDES OF THE WALLNO OPENING IN THE ROOF WITHIN4 FEET OF THE FIREWALLFIRE-RETARDANT-TREATED ROOFSHEATHING FOR 4 FEET OF THE FIREWALLON BOTH SIDES OF THE WALLUNITUNITUNITSEE DETAIL # 2 FORINFORMATION NOT SHOWNALUMINUM BREAKAWAYCLIPSEDGE OF SLABFRAMING PARALLELFILL OVERFRAMINGCAVITY WITH INSULATIONFIRE-RATED SEALANTAT PENETRATIONTYP.4 FEET MINIMUM EXTENT OF FIRE-RETARDANTTREATED PLYWOOD @ FLR/CLG ASSEMBLIES ONEACH SIDE OF FIREWALL. TYP.BREAKAWAY CLIPS TYP.3-HOUR RATED DOOR, INSTALL PERMANUFACTURERS INSTRUCTIONS.INSTALL MAGNETIC DOOR HOLD OPENDEVICE ON SHIM AS NECESSARY FORDOOR FACE TO FLUSH W/ WALL FINISHAS SHOWN. TYP.METAL STUD FRAMING. INSTALL O/GYPSUM WALLBOARD.RATED INTERIOR CORRIDORWALL PER DETAILDOOR SWINGSEALANT AT DRYWALL AND JAMB.ALIGNDOOR HEAD3-HOUR RATED FIREWALL PER DETAIL9-RATED INTERIOR CORRIDOR WALL PERDETAIL1-LINE OF SOFFIT ABOVELINE OF SOFFIT ABOVE25 GA. GALV. STL. TRACK3-HOUR STEEL DOUBLEEGRESS JAMBFULL HEIGHTSEMI-CONCEALED HINGE3-HOUR METAL DOOR3-HOUR RATED FIREWALL PER DETAILDOOR IN OPENPOSITION, BEYONDLAYER OF GYP. BOARDCONTINUOUS TOUNDERSIDE OF FLOORSHEATHING3-HOUR RATED DOOR & FRAME,INSTALL PER MANUFACTURERSINSTRUCTIONS.25 GA. GALV. STL. TRACK,TOP & BOTTOM3-HOUR RATEDFIRE WALLTYPICAL RATED CORRIDORFLOOR / CEILING PER DETAIL2X BLOCKINGEXTERIORRATED INTERIOR CORRIDORWALL PER DETAILDOOR SWING3-HOUR RATED FIREWALL PER DETAILLINE OF SOFFIT ABOVEFIRE-RETARDANT TREATEDSHEATHINGFIRE-RETARDANTTREATED SHEATHINGFIRE-RETARDANTTREATEDSHEATHING1AD-216AD-25TYP.3-HR RATED FIREWALL DETAILSAD-253-HR RATED FIRE WALL13-HR F.W. @ EXT. WALL23-HR RATED F.W. @ FLR/CLNG63-HR RATED DOOR AT FIRE WALL3-HR RATED DOOR HEAD3-HR RATED DOOR JAMB12113-HR F.W. @ EXT. WALL783-HR FIRE WALL @ TUB433-HR F.W. @ INT. WALL16181920243-HR RATED FIRE WALL SECTION3-HR F.W. @ SHAFT3-HR RATED DOOR JAMBCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A06-21-23 3RD FLOOR5TH FLOORUNIT LIVING SPACE1-HR FLR / CLGASSEMBLY TYP.12" CONCRETE1-HR FLR / CLGASSEMBLY TYP.6TH FLOOR7TH FLOOR1-HR. ROOF/CLGASSEMBLYNO OPENING IN ROOF WITHIN10 FEET OF FIREWALLOF FIREWALL1- HR. ROOF / CLGASSEMBLY TYP.FIREWALLWIDTHDOUBLE FIRE WALL PERNFPA 22191AD-219AD-211AD-211AD-211AD-211AD-219AD-21EXPANSION JOINT @ ROOF3AD-331-HR FLR / CLGASSEMBLY TYP.1-HR FLR / CLGASSEMBLY TYP.1-HR FLR / CLGASSEMBLY TYP.3-HR CONC. FLR / CLGASSEMBLY17AD-2122AD-223-HR CONCRETEBEARING WALL2-HR CONC. FLR / CLGASSEMBLY13AD-2122AD-223-HR CONCRETEBEARING WALL5 STORIES TYPE IIIAO/ 2 STORIES TYPE IA5 STORIES TYPE IIIAON-GRADE2-HR FIREWALL22AD-223-HR CONC. BEARINGWALL2-HR FIRE WALL9-TERMINATE FIRE WALL AT2 LAYERS OF 5/8" THICKTYPE 'X' GYP. BD.8 5/8"SEISMIC GAP2-HR FIRE WALL9DOUBLE 2-HR FIREWALL INLIEU OF 3-HR4THESE STUDS SHOULDBE 1-5/8" IN WIDTH &SHOW INSULATION9-2-HR FIREWALLDOUBLE 2-HR FIREWALL INLIEU OF 3-HR FIREWALL4STUCCO FINISH TO BEAPPLIED OVER FIRERATED WALL ASSEMBLY2-HOUR STEEL DOUBLEEGRESS JAMBFULL HEIGHTSEMI-CONCEALED HINGE2-HOUR METAL DOOR2-HOUR RATED FIREWALL PER DETAIL9-DOOR IN OPENPOSITION, BEYOND2-HOUR RATED DOOR & FRAME,INSTALL PER MANUFACTURERSINSTRUCTIONS.TYPICAL RATEDCORRIDOR FLOOR /CEILING PER DETAIL2-HOUR RATED FIRE WALL9-10AD-33SIM.11AD-332-HOUR RATED DOOR & FRAME,INSTALL PER MANUFACTURERSINSTRUCTIONS.2-HOUR RATED FIRE WALL9-TYPICAL RATEDCORRIDOR FLOOR /CEILING PER DETAILTYPICAL RATEDCORRIDOR FLOOR /CEILING PER DETAILBA18AD-25DOUBLE 2-HRFIREWALL PER NFPA221 IN LIEU OF 3-HRFIRE WALLAD-25ACCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA06-21-23ADDENDUM ADOUBLE CROSS CORRIDOR DOORS123-HOUR FIREWALL20910111643-HR FIRE WALL @ EXT. WALL - CONC.2-HR FIREWALL-DOUBLE 2-HR FIRE WALL IN LIEU OF 3-HR3-HR FIRE WALL @ EXT. WALL - WOODA2-HR RATED DOOR JAMBB2-HR RATED DOOR HEADAAAAA06-21-23 SLIP/NON-BEARING JOINT WHEREOCCURS PER STRUCTURALPLANS2 OR 3-HR WALL RATED C.I.P. ORC.M.U. PER PLAN1/2" THK. SPEC SEAL ES- TOOLSMOOTHNOT TO EXCEED 2" MAX @ TIMEOF INSTALLATIONSPECIFIED TECHNOLGIES UL. SYSTEM # HW-D-1006STRUCTURAL CONCRETE SLABOR WALL PER PLANMIN 4" WIDTH OF PCF MINERALWOOL3-HR. RATED SEALANTASSEMBLY "SPECSEAL"ELASTOMERIC SEALANT SYSTEM#HW-D-1006 OR EQ.NOTE:OBTAIN PRODUCT INSTALLATION REQUIREMENTS AND INSTALL PER LISTINGSPEC SEAL SERIES ESELASTOMERIC FIRE SEALANT U.L.LISTED FOR 1-HR OR 2-HR RATEDJOINT TYP. (UL2079)1-HR WALL RATED METAL STUDWALL PER PLAN(FIRE CAULKING AT FIRE RATED WALL CONDITIONSAT ALL OTHER CONDITIONS PROVIDE SEALANTCAPABLE OF RESTRICTING THE PASSAGE OFSMOKE)MORTAR JOINTSTRUCTURAL CONCRETE SLABOR WALL PER PLAN1-HR OR 2-HR RATED WALLMETAL STUD WALLSLIP TRACK FOR DEFLECTION3-HR SHAFT LINER3RD FLOOR4TH FLOOR5TH FLOOR3-HR SHAFTGREASE DUCT4" LONG X 22 GAUGE CLIP@ 16" O.C.NON-RATED WALL- (1) LAYER5/8" TYPE 'X" GYP. BD. ON WOODSTUDS. BATT INSULATION INWALL CAVITY17-KITCHENFUTURE 3M 3-HOUR FIRE WRAP TOPROTECT FUTURE KITCHEN HOODFUTURE GREASE DUCT WITH 3M3-HOUR FIRE WRAPTHE USE OF SMOKE / FIRE DAMPER IS NOT ALLOWED FOR ARESTAURANT GREASE SHAFT DUE TO GREASE BUILD-UP. INORDER TO MITIGATE THIS, A 3-HOUR DROPPED CEILING WILLTERMINATE THE SHAFT AT THE UNDER SIDE OF PODIUM. WHENTHE DUCT IS INSTALLED BY THE TENANT IMPROVMENT, THEENTIRE LENGTH OF DUCT ALL THE WAY TO THE ROOF SHALLBE WRAPPED WITH 3M FIRE WRAPFUTURE OPENING IN 3-HOUR RATEDSHAFT ENCLOSURE3-HR SHAFT LINER17-FIRE RATED ACOUSTICAL SEALANT-BOTH SIDESMTL RUNNERONE (1) LAYER 5/8" GYP BDEACH SIDESET SILL PLATES ON (3) CONT. BEADSOF SEALANT, TYP.NO RIGID CONNECTIONBETWEEN STUD WALLSLIVINGUNITFIRE RATED ACOUSTICAL SEALANT-BOTH SIDES5/8" TYPE X GYPSUM WALLBOARDOVER 2 1/2" METAL CEILING FRAMING.CEILING SHALL COMPLY WITH CBCSECTION 803.11.2 FOR SET-OUTCONSTRUCTION5 simAD-21LIVINGUNIT2"AIRSPACELISTING:CBC TABLE 721.1(2)15-1.6FIRE RATING:1-HR.SOUND RATING:STC 57T.O. CONC. SLABSLOTTED HEAD TRACK- FORDEFLECTION3-1/2" BATT SOUND INSULATION3-5/8", 25 GAGE METAL STUDS@ 16" O.C.LISTING:CALIFORNIA OFFICE OF NOISE CONTROLSECTION NO.: 1.2.4.1.4.6ADDITIONALLAYER OF 5/8"TYPE 'X' GYP BDPERACOUSTICALRECOMMENDATIONSFIRE RATING:2-HR.SOUND RATING:55-59 STCLISTING:U905 (CMU PORTION)GA. FILE NO. WP 1510(METAL STUD PORTION)3-5/8", 25 GAGE MET. STUDS @ 24" O.C.FIRE RATED SEALANT-BOTH SIDESSLOTTED HEAD TRACK- FORDEFLECTIONFIRE RATED SEALANT - BOTH SIDESBASE LAYER: 5/8" TYPE "X" GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLELTO EACH SIDE OF 3-5/8", 18 MIL (25 GA.), STEEL STUDS 24" O.C. WITH 1" TYPE S DRYWALL SCREWS32" O.C. 2" GLASS FIBER INSULATION, 0.9 PCF, STAPLED TO ONE SIDE IN STUD SPACE.FACE LAYER: 5/8" TYPE "X" GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLELTO ONE SIDE WITH 1-5/8" TYPE S DRYWALL SCREWS 12" O.C. AT EDGES AND 24" O.C. ATINTERMEDIATE STUDS.OPPOSITE SIDE: SECOND LAYER 12" TYPE "X" GYPSUM WALLBOARD OR GYPSUM VENEER BASEAPPLIED PARALLEL TO STUDS WITH 1-5/8" TYPE S DRYWALL SCREWS 12" O.C.FACE LAYER 1/4" OR 3/8" REGULAR GYPSUM WALLBOARD LAMINATED PARALLEL TO STUDS WITH3/4" DAUBS OF ADHESIVE SPACED 12" O.C. EACH DIRECTION.JOINTS STAGGERED 24" EACH LAYER AND EACH SIDE.T.O. CONC. SLABTWO (2) LAYERS FIRE-RATED GYP. BD.EACH SIDE- PROVIDE DENS GLASS GOLDFOR FACE LAYER FACING GARAGE3-1/2" BATT SOUNDINSULATION; SEE ENERGYREPORT FOR REQUIREDBUILDING INSULATION.GYPSUM WALLBOARD, STEEL STUDS, GLASS FIBER INSULATIONGARAGECONDITIONEDSPACEGARAGEUNCONDITIONEDSPACE20-20-CORRIDORPOOL EQUIPMENT ROOMCORRIDORUNITCORRIDORUNITSTAGGERED STUDWALL FOR STCRATING2AD-22UNITCORRIDORFIRE RAT ING:1-HR.SOUND RAT ING35 -39 STCLIST ING:U905 (CMU PORT ION)GA. F ILE NO. WP 1350(METAL STUD PORT ION)3-5/8", 18 MIL MET. STUDS @ 24" O.C.FIRE RATED SEALANT-BOTH SIDESSLOTTED HEAD TRACK- FORDEFLECTIONFIRE RATED SEALANT - BOTH SIDESONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLEL ORAT RIGHT ANGLES TO EACH SIDE OF 3-5/8", 18 MIL STEEL STUDS 24" O.C. WITH 1" TYPE S SCREWS 8"O.C. AT VERTICAL JOINTS AND 12" O.C. AT FLOOR AND CEILING RUNNERS AND INTERMEDIATESTUDS.JOINTS STAGGERED 24" ON OPPOSITE SIDES.T.O. CONC. SLABONE (1) LAYER FIRE-RATED GYP. BD.EACH SIDE- PROVIDE DENS GLASS GOLDFOR FACE LAYER FACING GARAGEGYPSUM WALLBOARD, STEEL STUDSCOWORKINGOFFICE20-FIRE RAT ING:1-HR.SOUND RAT ING35 -39 STCLIST ING:U905 (CMU PORT ION)GA. F ILE NO. WP 1350(METAL STUD PORT ION)3-5/8", 18 MIL MET. STUDS @ 24" O.C.SLOTTED HEAD TRACK- FORDEFLECTIONONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLEL ORAT RIGHT ANGLES TO EACH SIDE OF 3-5/8", 18 MIL STEEL STUDS 24" O.C. WITH 1" TYPE S SCREWS 8"O.C. AT VERTICAL JOINTS AND 12" O.C. AT FLOOR AND CEILING RUNNERS AND INTERMEDIATESTUDS.JOINTS STAGGERED 24" ON OPPOSITE SIDES.T.O. CONC. SLABONE (1) LAYER FIRE-RATED GYP. BD.EACH SIDE- PROVIDE DENS GLASS GOLDFOR FACE LAYER FACING GARAGEGYPSUM WALLBOARD, STEEL STUDSCOWORKINGOFFICE20-2ND LEVEL3RD THROUGH 7TH LEVEL9'-4 1/2"P4.42'-11"3'-1" 3'-4"8-8 1/2"3-HR SELF-CLOSINGACCESS PANEL, ALLLEVELS.3-HR SELF-CLOSINGACCESS PANEL, ALLLEVELS.3-HOUR FIRE BARRIERAT GREASE SHAFTDETAILSAD-26-1217CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A20-233-HOUR SHAFT LINER3-HOUR FIRE BARRIER SHAFT AT GREASE DUCT4FIRE-RATED TRANSITIONS2-HR FIRE BARRIER - METAL STUDS1-HR FIRE PARTITION-PARTY WALL-METAL STUDS24191691314NON-RATED METAL STUD WALL1-HR RATED FIRE BARRIER - METAL STUDSAFIRE RATED TOP OF WALLAAAAAA06-21-23 9'-6" 11'-9 1/8"10'-1" 8'-0" 8'-4"8'-4" 8'-11 1/2" 8'-4" 9'-1" 8'-4" 9'-1"BUILDING A CORRIDOR SECTIONT.O. CONC./ F.F.T.O. CONC./ F.F.T.O. CONC./ F.F.CLG. AT CORR.CLG. AT CORR.CLG. AT CORR.CLG. AT CORR.T.PL.CLG. AT CORR.CLG. AT CORR.T.O.SHT'G.F.F.T.O.SHT'G.F.F.T.PL.T.PL.UNITUNITUNITUNITUNIT8'-0"DROP CLG. AT UNIT7'-8"DROP CLG. AT UNIT8'-0"DROP CLG. AT UNITUNITUNITUNITUNITUNITSECOND LEVELCORRIDORTHIRD LEVELCORRIDORFOURTH THRU SIXTHLEVEL CORRIDORSEVENTH LEVELCORRIDORFIRST LEVELCORRIDOR8'-0"DROP CLG. AT UNITDROP CLG. AT UNIT8'-0"GAS LINE MAY OCCURHOT WATER LINEMAY OCCURFIRE SPRINKLER MAINLINE MAY OCCURHOT AND COLDWATER LINES1-HOUR FLOOR /CEILING ASSEMBLY1AD-211-HOUR FLOOR /CEILING ASSEMBLY3AD-211-HOUR CORRIDORWALL ASSEMBLY20AD-22.11-HOUR CORRIDORWALL ASSEMBLY24AD-221-HOUR ROOF /CEILING ASSEMBLY9AD-211-HOUR CORRIDORWALL ASSEMBLY24AD-229'-0"10'-1"8'-4"9'-1"8'-4"9'-1"BUILDING B CORRIDOR SECTIONT.O. CONC./ F.F.CLG. AT CORR.T.PL.CLG. AT CORR.CLG. AT CORR.T.O.SHT'G.F.F.T.O.SHT'G.F.F.T.PL.T.PL.UNITUNITUNIT8'-0"DROP CLG. AT UNITUNITUNITUNITFIRST LEVELCORRIDORSECOND THRU FOURTHLEVEL CORRIDORFIFTH LEVELCORRIDOR8'-0"DROP CLG. AT UNITDROP CLG. AT UNIT8'-0"GAS LINE MAY OCCURHOT AND COLDWATER LINES1-HOUR FLOOR /CEILING ASSEMBLY1AD-211-HOUR FLOOR /CEILING ASSEMBLY3AD-211-HOUR CORRIDORWALL ASSEMBLY20AD-22.11-HOUR ROOF /CEILING ASSEMBLY9AD-21FIRE SPRINKLER MAINLINE MAY OCCURGAS LINE MAY OCCURHOT WATER LINEMAY OCCURFIRE SPRINKLER LINESURFACE MOUNTED LIGHTFIRE SPRINKLER LINESURFACE MOUNTED LIGHTFIRE SPRINKLER LINESURFACE MOUNTED LIGHTCORRIDOR NOTES:1.INTERIOR OPENINGS FOR OTHER THAN DOORS OR DUCTS SHALL BE FIREPROTECTED BY FIXED GLAZING LISTED AND LABELED FOR A FIRE PROTECTIONRATING OF AT LEAST 34 HOUR IN ACCORDANCE WITH CBC SECTION 716.3.2.PENETRATIONS IN FIRE-RESISTIVE WALLS SHALL COMPLY WITH CBC SECTIONS716 AND 717.3.CABINETS SUCH AS RECESSED ELECTRICAL PANELS, FIRE HOSE CABINETS ANDRECESS FIRE EXTINGUISHER CABINETS CONSTRUCTED OF STEEL AREPERMITTED, PROVIDED THAT THE OPENINGS IN THE FIRE-RATED CORRIDOR ARESEALED WITH AN APPROVED SEALANT MATERIAL TO PREVENT THE PASSAGE OFSMOKE.4.OTHER CABINETS SHOULD BE INSTALLED OR RECESSED SO THAT THERE IS NOREDUCTION IN THE FIRE RATING OF THE WALL, OR OPENING WHICH WOULDALLOW SMOKE TO PASS. THIS WOULD MEAN THAT CABINETS MUST BESURROUNDED WITH MATERIAL WHICH PROVIDES THE EQUIVALENT OF ONE-HOURFIRE RESISTANCE.5.USE OF THE SPACE BETWEEN THE CORRIDOR CEILING AND FLOOR OR ROOFSTRUCTURE ABOVE AS A RETURN AIR PLENUM IS NOT PERMITTED6.CORRIDORS SHALL NOT SERVE AS SUPPLY, RETURN, EXHAUST, RELIEF ORVENTILATION AIR DUCTS WHEN REQUIRED TO BE FIRE-RESISTIVE RATED INACCORDANCE WITH TABLE 1020.1CORRIDOR NOTES:1.INTERIOR OPENINGS FOR OTHER THAN DOORS OR DUCTS SHALL BE FIREPROTECTED BY FIXED GLAZING LISTED AND LABELED FOR A FIRE PROTECTIONRATING OF AT LEAST 34 HOUR IN ACCORDANCE WITH CBC SECTION 716.3.2.PENETRATIONS IN FIRE-RESISTIVE WALLS SHALL COMPLY WITH CBC SECTIONS716 AND 717.3.CABINETS SUCH AS RECESSED ELECTRICAL PANELS, FIRE HOSE CABINETS ANDRECESS FIRE EXTINGUISHER CABINETS CONSTRUCTED OF STEEL AREPERMITTED, PROVIDED THAT THE OPENINGS IN THE FIRE-RATED CORRIDOR ARESEALED WITH AN APPROVED SEALANT MATERIAL TO PREVENT THE PASSAGE OFSMOKE.4.OTHER CABINETS SHOULD BE INSTALLED OR RECESSED SO THAT THERE IS NOREDUCTION IN THE FIRE RATING OF THE WALL, OR OPENING WHICH WOULDALLOW SMOKE TO PASS. THIS WOULD MEAN THAT CABINETS MUST BESURROUNDED WITH MATERIAL WHICH PROVIDES THE EQUIVALENT OF ONE-HOURFIRE RESISTANCE.5.USE OF THE SPACE BETWEEN THE CORRIDOR CEILING AND FLOOR OR ROOFSTRUCTURE ABOVE AS A RETURN AIR PLENUM IS NOT PERMITTED6.CORRIDORS SHALL NOT SERVE AS SUPPLY, RETURN, EXHAUST, RELIEF ORVENTILATION AIR DUCTS WHEN REQUIRED TO BE FIRE-RESISTIVE RATED INACCORDANCE WITH TABLE 1020.1F.O. WALL AT GARAGE AIR SPACEPER PLANJOINT ASSEMBLY PER PLANCONCRETE SLAB ON GRADE PER STRLTYPICAL CORRIDORFLOOR / CEILINGNOTE:FRAMED WALL ADJACENT TO GARAGE WALL DOESNOT PROVIDE THE BUILDING WITH AWEATHER-RESISTANT EXTERIOR WALL ENVELOPEPER CBC SECTION 1403.2, THEREFORE, WALL IS ANINTERIOR BEARING WALLSEISMIC JOINT AIRSPACE PER PLANGARAGE WALL - CMU OR CAST-IN-PLACECONCRETE PER PLANTYPICAL ROOF / CEILINGCRICKET FRAMINGCORRIDORCORRIDORCORRIDOR5AD-213AD-219AD-21SOFFITROOFING PER ROOF PLAN (TYP.)F.O. STUD 2-HR EXTERIORWALL9-3-HR EXTERIORGARAGE WALL18AD-23FIRE-RETARDANT-TREATED RIM BEAM ORMULTIPLE JOISTS, TYP. - SEE STRUCTURAL DWGSHATCH INDICATES FIRE RETARDANT-TREATEDFRAMING, TYP. - SEE STRUCTURAL DWGSNOTE:1.NOT ALL FLOOR LEVELS SHOWN.REFER TO BUILDING AND WALLSECTIONS FOR ADDITIONALINFORMATION. MULTIPLE FLOORLEVELS OCCUR.2.NOTES INDICATED OCCUR AT ALL LIKELOCATIONS ON ALL FLOORS.TILT-UP WALL ASSEMBLY PER PLAN. FRAMED WALLIS PRE-BOARDED AND TILTED INTO PLACE. SETABUTTING GYPSUM WALLBOARD EDGES ON BLINDSIDE IN CONTINUOUS BED OF APPROVED FIRERESISTANT JOINT SYSTEM CAULKINGCORRIDOR9-CORRIDOR4AD-33EXPANSION JOINT ATROOF(2) LAYERS OF 5/8" TYPE 'X'GYPSUM BOARD ONCORRIDOR SIDE2X6 WOOD STUDS 16" O.C.(2) LAYERS OF 5/8" TYPE 'X'GYPSUM SHEATHING ONGARAGE SIDELISTING:UL DESIGN NO.U301FIRE RATING:2-HR.SOUND RATING:N/ATYPICAL USE: TILT UP CORRIDOR WALLADJACENT TO GARAGENOTE: JOINTS AND NAIL HEADS - JOINT COMPOUND AND PAPER TAPEMAY BE OMITTED WHEN SQUARE EDGE BOARDS ARE USED.CORRIDOR, TYP.FACE OF GARAGE WALLAIR SPACEPER PLAN TYPICAL CORRIDORAND TILT-UP WALL ATGARAGEAD-27TILT-UP EXTERIOR WALL AT CORRIDOR ADJACENT TO GARAGE4CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A81292-HR TILT UP WALL06-21-23 101218416171 HR STEEL BEAM PROTECTION1-HR STEEL COLUMN PROTECTIONWALL/POST WHERE OCCURSINDIVIDUALLY WRAPPED BEAM W/ (2) LAYERS 5/8"THK. TYPE "X" GYP. BD. & FIRE TAPED 1-HR.DHUTF TOP-MOUNT HANGER (INSTALL AFTERDRYWALL IS IN PLACE)2x4 STUDS @ 16" O.C. WHEREOCCURSBEAM - SEE STRUCT. DWG'S.(2) LAYERS 5/8" TYPE "X" GYP. BD.CEILING O/ RESILIENT CHANNELS@ 16" O.C. @ GARAGEINDIVIDUALLY WRAPPED BEAM W/ (2) LAYERS5/8" TYPE "X" GYP. BD. & FIRE TAPED 1-HR.DHUTF TOP-MOUNT HANGER (INSTALL AFTERDRYWALL IS IN PLACE)INSULATION MAY OCCURFIRE SEALANT2X JOIST, PER STRUCT. DWG'S.2x JOIST, PER STRUCT. DWG'S.NOTE:INDIVIDUALLY PROTECT BM. @ LOCATIONSWHERE BM. IS SUPPORTING MORE THAN(2) FLOORS OR (1) FLR. & A ROOF, PER CBC704.OF COLUMNS AND PRIMARY STRUCTURAL FRAME19111 HR FLOOR/ CEILING ASSEMBLY3x WOOD NAILER AT INTERIOR, RIPPED TO SLOPE AT EXTERIOR DECKTPLFACE OF STUD WALL PER PLANC STL. BEAM & COLUMNLPER PLAN1-HR OR 2-HR EXTERIOR WALL PER PLANSTEEL BEAM - INDIVIDUALLY WRAPPEDSEE 4/AD-29 FOR APPROVED TESTED DETAILCANTILEVERED BEAM BEYOND (HATCHED)INDIVIDUALLY WRAPPEDPLYWOOD, WHERE REQ'D PERSTRUCTURALTO STEEL AT 4TH FLR AMENITY(ONLY)TO SHEATHING3 1/4"REFER TO STRUCTURAL FORINFORMATION NOT SHOWN HERE14201AD-212X BLOCKING TO MAINTAIN 2-HOUR RATING ATDECK-TO-WALL TRANSITION, WHERE OCCURSSTEEL BEAM @ EXTERIOR WALL AND INTERIOR SPACE - 2HR1 HR FLOOR/ CEILING ASSEMBLY3x WOOD NAILER AT INTERIOR & 2X NAILER AT EXTERIOR DECKTPLFACE OF STUD WALL PER PLANC STL. BEAM & COLUMNLPER PLAN1-HR OR 2-HR EXTERIOR WALL PER PLANSTEEL BEAM - INDIVIDUALLY WRAPPEDSEE 4/AD-29 FOR APPROVED TESTED DETAILDHUTF TOP-MOUNT HANGER(INSTALL AFTER DRYWALL IS INPLACE)CANTILEVERED BEAM BEYOND (HATCHED)INDIVIDUALLY WRAPPEDPLYWOOD, WHERE REQ'D PERSTRUCTURALTO STEEL AT 4TH FLR AMENITY(FITNESS ONLY)TO SHEATHING3 1/4"REFER TO STRUCTURAL FORINFORMATION NOT SHOWN HERE1AD-212X BLOCKING TO MAINTAIN 2-HOUR RATING ATDECK-TO-WALL TRANSITION, WHERE OCCURS2X NAILER1 HR FLOOR/CEILING ASSEMBLY8AD-21DEPRESSED LEVEL FRAMING W/ 2X CRICKETING TOACHIEVE SLOPE.STEEL BEAM @ EXTERIOR WALL AND INTERIOR SPACE - 2HRAPPLY SEALANT AFTER COMPLETION OFIMPERVIOUS SURFACE SYSTEM FINISH COATDHUTF TOP-MOUNT HANGER(INSTALL AFTER DRYWALL IS INPLACE)1 HR FLOOR/CEILING ASSEMBLY8AD-211AD-221-HOUR FIRE RESISTIVE RATED WALL PER DETAILCOLUMN PROTECTION OPTION "A"2-1/2 HOURS2-1/2 HOURSADD ONE (1) LAYER 1/2" TYPE "X" GYPSUM WALLBOARD EACH SIDE OFDETAILED WALL TYPE PER PLANMAXIMUM 3-1/2" (WOOD OR STEEL) COLUMN WHERE OCCURS PER 25 40 20 40 25 150 MINUTES TIME ASSIGNED TO WALLBOARD MEMBRANES (C.B.C. TABLE 722.6.2(1) (TYP.)TIME ASSIGNED TO CONTRIBUTION OF WOOD FRAME (C.B.C. TABLE 722.6.2(2)CUMULATIVE CALCULATED FIRE RESISTANCE RATING OF WALLTWO (2) LAYERS 5/8" TYPE "X" GYPSUM WALLBOARD EACH SIDE OF COLUMNEXPOSED TO WALL CAVITY65 65 CUMULATIVE TIME ASSIGNMENT OF COLUMN ENCASEMENT PROTECTIONAT WALL FACE SIDES OF COLUMNPER C.B.C. SECTION 722.640404040TIME ASSIGNED TO WALLBOARD MEMBRANES (C.B.C. TABLE 722.6.2(1) (TYP.)8080CUMULATIVE TIME ASSIGNMENT OF COLUMN ENCASEMENT PROTECTIONAT COLUMN FACES EXPOSED TO WALL CAVITY3 HOURS20TIME ASSIGNED TO CONTRIBUTION OF WOOD FRAME (C.B.C. TABLE 722.6.2(2)EXTENTS OF SEPARATE WALL ASSEMBLIES WITH CUMULATIVE CALCULATEDFIRE RESISTANCE RATING OF WALL PER C.B.C. SECTION 722.6NOTES:1.WHERE COLUMN REQUIRING INDIVIDUAL ENCASEMENT PER C.B.C. SECTION 704.3 OCCURS WITHIN A 2x4 STUD WALL TYPE PER PLAN, PROVIDEENCASEMENT BY ADDING FACE ONE (1) LAYER OF 1/2" TYPE "X" GYPSUM WALLBOARD ON EACH SIDE OF WALL. ADD TWO (2) LAYERS OF 5/8" TYPE "X"GYPSUM WALLBOARD ON EACH SIDE OF COLUMN FACE EXPOSED TO CAVITY OF WALL.2.CONFIRM MINIMUM CLEARANCE REQUIRED FOR ACCESSIBILITY, FIXTURE, EQUIPMENT AND FINISHES ARE MAINTAINED IF THICKNESS OF ADDITIONALGYPSUM WALLBOARD IS ADDED TO WALL. SEE PLANS.90 20 90 200 MINUTES1 HOUR1 HOUR2525252575752.83 HOURS2025 25 4025 25 402525 1AD-221-HOUR FIRE RESISTIVE RATED WALL PER DETAILCOLUMN PROTECTION OPTION "B"NOTES:2.WHERE COLUMN REQUIRING INDIVIDUAL ENCASEMENT PER C.B.C. SECTION 704.3 OCCURS WITHIN A 2x4 STUD WALL TYPE PER PLAN, SUBSTITUTE3.CONFIRM MINIMUM CLEARANCE REQUIRED FOR ACCESSIBILITY, FIXTURE, EQUIPMENT AND FINISHES ARE MAINTAINED DUE TO INCREASE IN THICKNESSOF 2x6 STUD WALL. SEE PLANS.2x6 STUDS IN LIEU OF 2x4 STUDS TO PROVIDE ADEQUATE DIMENSION FOR TWO (2) LAYERS 1/2" TYPE "X" GYPSUM WALLBOARD ENCASEMENT AROUND4x4 COLUMN, BETWEEN COLUMN AND CAVITY FACE OF 1-HOUR FIRE RESISTIVE RATED WALL GYPSUM WALLBOARD MEMBRANE.1.SEE OPTION "A" ABOVE FOR TYPICAL NOTES, DIMENSIONS, SIMILAR CONDITIONS AND ADDITIONAL INFORMATION.THREE (3) LAYERS 1/2" TYPE "X" GYPSUM WALLBOARD EACH SIDE OF COLUMNEXPOSED TO WALL CAVITYTWO (2) LAYERS 1/2" TYPE "X" GYPSUM WALLBOARD EACH SIDE OF COLUMN(WOOD OR STEEL) BETWEEN COLUMN AND CAVITY FACE OF 1-HOURGYPSUM WALLBOARD MEMBRANE OF 1-HOUR FIRE RESISTIVE RATED WALLPER DETAILDROP BEAM ENCASEMENTFLUSH BEAM ENCASEMENT4025254025404025254025402540 1AD-211-HOUR FIRE RESISTIVE RATED FLOOR/CEILING PER DETAILWALL PER PLAN (WHERE OCCURS)JOISTS AT PARALLEL ORIENTATIONJOISTS AT PERPENDICULAR ORIENTATIONWHERE BEAM IS FLUSH TO BOTTOM OF FLOOR OR ROOF SHEATHING,THE SHEATHING CREATES THE UPPER MEMBRANE OF PROTECTIONENCASEMENT, AND IS ALLOWED A REDUCED FIRE RESISTANCE RATING OF15 MINUTES PER C.B.C. SECTION 722.6.2(5)PROTECTION ENCASEMENT ON ALL EXPOSED SIDESDHUTF TOP-MOUNT HANGER (INSTALL AFTER DRYWALL IS IN PLACE) BEAM (WOOD OR STEEL) PER STRUCTURAL DRAWINGS656565 BASE LAYER: ONE (1) LAYER 1/2" TYPE "X" GYPSUM WALLBOARDFACE LAYER: ONE (1) LAYER 5/8" TYPE "X" GYPSUM WALLBOARDWALL PER PLAN (WHERE OCCURS)JOISTS AT PARALLEL ORIENTATIONEND BLOCKING OF JOISTS AT PERPENDICULAR ORIENTATIONPROTECTION ENCASEMENT ON ALL EXPOSED SIDES, INCLUDING CONNECTIONSTO OTHER STRUCTURAL MEMBERS. ACCEPTABLE TO INTERRUPT PROTECTIONBEAM (WOOD OR STEEL) PER STRUCTURAL DRAWINGSBASE LAYER: ONE (1) LAYER 1/2" TYPE "X" GYPSUM WALLBOARDFACE LAYER: ONE (1) LAYER 5/8" TYPE "X" GYPSUM WALLBOARDENCASEMENT AT INTERSECTING WOOD FRAME MEMBERS ABOVE BEAM. WOODMEMBERS TO PROVIDE MIN. 15 MINUTE FIRE RESISTANCE PER C.B.C. SECTION722.6.2(5) AND TABLE 722.6.2(1)6565 TIME ASSIGNED TO WALLBOARD MEMBRANES (C.B.C. TABLE 722.6.2(1) (TYP.)CUMULATIVE TIME ASSIGNMENT OF BEAM ENCASEMENT PROTECTIONGENERAL NOTES:1.PER C.B.C. SECTION 704, STRUCTURAL MEMBERS AND ASSEMBLIES ARE REQUIRED TO HAVE A FIRE RESISTANCE RATING NOT LESS THAN THE RATINGSSUPPORTED BY THE STRUCTURAL MEMBERS.2.THE DETAILS AND CONDITIONS ILLUSTRATED ABOVE PROVIDE OPTIONS FOR MINIMUM 1-HOUR FIRE RESISTANCE RATED PROTECTION OF STRUCTURALMEMBERS.3.GENERAL CONTRACTOR TO IDENTIFY STRUCTURAL MEMBERS REQUIRING FIRE RESISTANCE RATED PROTECTION AND EITHER SELECT AN OPTION FROMABOVE, OR SUBMIT ALTERNATIVE DETAILS FOR ARCHITECT'S REVIEW, TO PROVIDE REQUIRED PROTECTION.4.WHERE PROTECTION OF STRUCTURAL MEMBER REQUIRES INCREASING DIMENSION OF FINISH WALL ASSEMBLY FROM THAT DESCRIBED ELSEWHERE,GENERAL CONTRACTOR TO CONFIRM REDUCED ROOM SIZE ACCOMMODATES ALL FIXTURES AND FINISHES AND PROVIDES ALL REQUIRED ACCESSIBILITYCLEARANCES AS SHOWN ON PLANS. NOTIFY ARCHITECT IMMEDIATELY IF FINISH ROOM DIMENSIONS ARE MODIFIED.5.FIRE RESISTANCE RATINGS OF ENCASEMENT PROTECTION ILLUSTRATED ABOVE ARE DETERMINED BY CALCULATIONS IN ACCORDANCE WITH C.B.C.SECTION 722 (C.B.C. SECTION 703.3, PROCEDURE #3.STRUCTURAL DRAWINGSFIRE RESISTIVE RATED WALL6.DETAILS ILLUSTRATE WOOD STRUCTURAL COLUMNS AND BEAMS. WHERE STEEL STRUCTURAL COLUMNS AND BEAMS OCCUR, USE SAME PROTECTIONREQUIREMENTS UNLESS NOTED OTHERWISE IN DRAWINGS.1-HOUR FIRE RESISTANCE PROTECTION2-HR STEEL COLUMN PROTECTIONCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AFIRE-RATED PRIMARYSTRUCTURAL FRAMEDETAILSAD-2806-21-23 1218417OF COLUMNS AND PRIMARY STRUCTURAL FRAME19201AD-221-HOUR FIRE RESISTIVE RATED WALL PER DETAILCOLUMN PROTECTION OPTION "A"2-1/2 HOURS2-1/2 HOURS(WOOD OR STEEL) COLUMN WHERE OCCURS PER 25 40 20 40 25 150 MINUTES TIME ASSIGNED TO WALLBOARD MEMBRANES (C.B.C. TABLE 722.6.2(1) (TYP.)TIME ASSIGNED TO CONTRIBUTION OF WOOD FRAME (C.B.C. TABLE 722.6.2(2)CUMULATIVE CALCULATED FIRE RESISTANCE RATING OF WALLTWO (2) LAYERS 5/8" TYPE "X" GYPSUM WALLBOARD EACH SIDE OF COLUMNEXPOSED TO WALL CAVITY120 120 CUMULATIVE TIME ASSIGNMENT OF COLUMN ENCASEMENT PROTECTIONAT WALL FACE SIDES OF COLUMNPER C.B.C. SECTION 722.640404040TIME ASSIGNED TO WALLBOARD MEMBRANES (C.B.C. TABLE 722.6.2(1) (TYP.)120120CUMULATIVE TIME ASSIGNMENT OF COLUMN ENCASEMENT PROTECTIONAT COLUMN FACES EXPOSED TO WALL CAVITY3 HOURS20TIME ASSIGNED TO CONTRIBUTION OF WOOD FRAME (C.B.C. TABLE 722.6.2(2)EXTENTS OF SEPARATE WALL ASSEMBLIES WITH CUMULATIVE CALCULATEDFIRE RESISTANCE RATING OF WALL PER C.B.C. SECTION 722.6NOTES:1.WHERE COLUMN REQUIRING INDIVIDUAL ENCASEMENT PER C.B.C. SECTION 704.3 OCCURS WITHIN A 2x4 STUD WALL TYPE PER PLAN, PROVIDEENCASEMENT BY ADDING FACE ONE (1) LAYER OF 1/2" TYPE "X" GYPSUM WALLBOARD ON EACH SIDE OF WALL. ADD TWO (2) LAYERS OF 5/8" TYPE "X"GYPSUM WALLBOARD ON EACH SIDE OF COLUMN FACE EXPOSED TO CAVITY OF WALL.2.CONFIRM MINIMUM CLEARANCE REQUIRED FOR ACCESSIBILITY, FIXTURE, EQUIPMENT AND FINISHES ARE MAINTAINED IF THICKNESS OF ADDITIONALGYPSUM WALLBOARD IS ADDED TO WALL. SEE PLANS.1AD-221-HOUR FIRE RESISTIVE RATED WALL PER DETAILCOLUMN PROTECTION OPTION "C"110 MIN. 25 2520 INCLUDE 20 MIN. SIDE OF COLUMN FOR INTUMESCENT COATING 1 HOUR1 HOUR1.83HOURS252520INCLUDE 20 MIN.SIDE OF COLUMNFOR INTUMESCENT COATING NOTES:2.WHERE COLUMN REQUIRING INDIVIDUAL ENCASEMENT PER C.B.C. SECTION 704.3 OCCURS WITHIN A 2x4 STUD WALL TYPE PER PLAN, COAT 4x4 COLUMNWITH INTUMESCENT COATING TO PROVIDE A MINIMUM 20 MINUTES FIRE RESISTIVE RATED PROTECTION. PROVIDE ONE (1) LAYER 5/8" TYPE "X" GYPSUMWALLBOARD EACH SIDE OF 4x4 COLUMN FACE EXPOSED TO CAVITY OF WALL.1.SEE OPTION "A" ABOVE FOR TYPICAL NOTES, DIMENSIONS, SIMILAR CONDITIONS AND ADDITIONAL INFORMATION.COAT ALL AND ENTIRE FACES OF COLUMN WITH INTUMESCENT COATINGPER COATING MFGR'S REQUIREMENTS3.INTUMESCENT COATING: 40 MILS (MIN.) ALBI CLAD "FP"TEST DATA: WESTERN FIRE CENTER, INC. WFCi PN# 04042AFIRE RESISTANCE RATING: 60 MINUTES (FOR PURPOSES OF THIS DETAIL, ONLY 20 MINUTES OF FIRE RESISTANCE VALUE IS CONSIDERED)DROP BEAM ENCASEMENTFLUSH BEAM ENCASEMENT4040404040 404040404040 40 40 40 1AD-211-HOUR FIRE RESISTIVE RATED FLOOR/CEILING PER DETAILWALL PER PLAN (WHERE OCCURS)JOISTS AT PARALLEL ORIENTATIONJOISTS AT PERPENDICULAR ORIENTATIONWHERE BEAM IS FLUSH TO BOTTOM OF FLOOR OR ROOF SHEATHING,THE SHEATHING CREATES THE UPPER MEMBRANE OF PROTECTIONENCASEMENT, AND IS ALLOWED A REDUCED FIRE RESISTANCE RATING OF15 MINUTES PER C.B.C. SECTION 722.6.2(5)PROTECTION ENCASEMENT ON ALL EXPOSED SIDESDHUTF TOP-MOUNT HANGER (INSTALL AFTER DRYWALL IS IN PLACE) BEAM (WOOD OR STEEL) PER 5/8" STRUCTURAL DRAWINGS120120120 BASE LAYER: ONE (1) LAYER TYPE "X" GYPSUM WALLBOARDSECOND LAYER: ONE (1) LAYER 5/8" TYPE "X" GYPSUM WALLBOARDWALL PER PLAN (WHERE OCCURS)JOISTS AT PARALLEL ORIENTATIONEND BLOCKING OF JOISTS AT PERPENDICULAR ORIENTATIONPROTECTION ENCASEMENT ON ALL EXPOSED SIDES, INCLUDING CONNECTIONSTO OTHER STRUCTURAL MEMBERS. ACCEPTABLE TO INTERRUPT PROTECTIONBEAM (WOOD OR STEEL) PER STRUCTURAL DRAWINGSBASE LAYER: ONE (1) LAYER 1/2" TYPE "X" GYPSUM WALLBOARDFACE LAYER: ONE (1) LAYER 5/8" TYPE "X" GYPSUM WALLBOARDENCASEMENT AT INTERSECTING WOOD FRAME MEMBERS ABOVE BEAM. WOODMEMBERS TO PROVIDE MIN. 15 MINUTE FIRE RESISTANCE PER C.B.C. SECTION722.6.2(5) AND TABLE 722.6.2(1)120120 TIME ASSIGNED TO WALLBOARD MEMBRANES (C.B.C. TABLE 722.6.2(1) (TYP.)CUMULATIVE TIME ASSIGNMENT OF BEAM ENCASEMENT PROTECTIONGENERAL NOTES:1.PER C.B.C. SECTION 704, STRUCTURAL MEMBERS AND ASSEMBLIES ARE REQUIRED TO HAVE A FIRE RESISTANCE RATING NOT LESS THAN THE RATINGSSUPPORTED BY THE STRUCTURAL MEMBERS.2.THE DETAILS AND CONDITIONS ILLUSTRATED ABOVE PROVIDE OPTIONS FOR MINIMUM 1-HOUR FIRE RESISTANCE RATED PROTECTION OF STRUCTURALMEMBERS.3.GENERAL CONTRACTOR TO IDENTIFY STRUCTURAL MEMBERS REQUIRING FIRE RESISTANCE RATED PROTECTION AND EITHER SELECT AN OPTION FROMABOVE, OR SUBMIT ALTERNATIVE DETAILS FOR ARCHITECT'S REVIEW, TO PROVIDE REQUIRED PROTECTION.4.WHERE PROTECTION OF STRUCTURAL MEMBER REQUIRES INCREASING DIMENSION OF FINISH WALL ASSEMBLY FROM THAT DESCRIBED ELSEWHERE,GENERAL CONTRACTOR TO CONFIRM REDUCED ROOM SIZE ACCOMMODATES ALL FIXTURES AND FINISHES AND PROVIDES ALL REQUIRED ACCESSIBILITYCLEARANCES AS SHOWN ON PLANS. NOTIFY ARCHITECT IMMEDIATELY IF FINISH ROOM DIMENSIONS ARE MODIFIED.5.FIRE RESISTANCE RATINGS OF ENCASEMENT PROTECTION ILLUSTRATED ABOVE ARE DETERMINED BY CALCULATIONS IN ACCORDANCE WITH C.B.C.SECTION 722 (C.B.C. SECTION 703.3, PROCEDURE #3.STRUCTURAL DRAWINGS6.DETAILS ILLUSTRATE WOOD STRUCTURAL COLUMNS AND BEAMS. WHERE STEEL STRUCTURAL COLUMNS AND BEAMS OCCUR, USE SAME PROTECTIONREQUIREMENTS UNLESS NOTED OTHERWISE IN DRAWINGS.2-HOUR FIRE RESISTANCE PROTECTIONFACE LAYER: ONE (1) LAYER 5/8" TYPE "X" GYPSUM WALLBOARD4040404040 2-HOUR STEEL BEAM PROTECTION40 404040 CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AAD-29 FIRE-RATEDPRIMARYSTRUCTURAL FRAMEDETAILSAD-2906-21-23 10'-0"EQ.EQ. CHAIN SPACINGEQ.LCLCLCLC±1 1/2" HIGH X 3/8" WIDE BLACK TEXTFIELD VERIFY LEAST DIM. PRIOR TO TEXT FABRICATION.CLEARANCE BAR WITH TEXT TO READ:"HEAD CLEARANCE 8'-2" MAX. BEYOND" OR"HEAD CLEARANCE 7'-0" MAX. BEYOND"2"3"1'-0"MOUNT BOTTOM OF SIGN @ MINIMUM OBSTRUCTION HEIGHT PVC END CAP. LIQUID WELD TO PIPE.3" DIA. PVC PIPE. PRIME & PAINT TUBE YELLOWTO MATCH CAUTION YELLOW NOTES @GARAGE.45 DEGREE ANGLE, 2" WIDE BLACK STRIPESOVER YELLOW BACKGROUND.CHAIN SUPPORTLCCONCRETE WHEEL STOPREBAR @ MAT SLAB ONLY,ADHESIVE MOUNT @ SUSPENDEDSLABCONCRETE STRUCTURAL SLAB1 1/2" FL. TRACK - WIDTH ANDGAUGE TO MATCH STUDS U.N.O.SPLICE PER#10 S.M.S. EA. SIDE @ EA. STUD-TYP.METAL STUDSMINERAL WOOLGYPSUM SHTG., NUMBER OFLAYERS DEPENDENT ON FIRERATING, SEE PLANMOUND CONCRETE @ TOP OFBOLLARDCONCRETE FILLED 4" DIA. STEELPIPE -PAINTWELD PLATEC POSTL1 1/2" FL. TRACK - WIDTH ANDGAUGE TO MATCH STUDS U.N.O.SPLICE PER#10 S.M.S. EA. SIDE @ EA. STUD-TYP.METAL STUDSGYPSUM SHTG., NUMBER OFLAYERS DEPENDENT ON FIRERATING, SEE PLAN'B''B'DETAIL A2.3-2.4[58-61]1.150[29.2]2.3-2.4 [58-61] 1.286 [32.7]DETAIL BPANELINSTALLATIONCOMPOSITESLEEVEANCHOR20 TOTALPER PANELR0.125 [R3.2]4 -PL1/4" DIA. (6.35mm)CTSK HOLES(TYP. 20LOCATIONS)DETECTABLEWARNING MATCOMPLY WITHCBC 705.1.0.058[1.5]0.192 [4.9] 0.115 [ 2.9] 0.234 [5.9]0.071[1.8]0.032 [ 0.8]0.440[11.2]0.980[24.9]1.500 [38.1]0.063 [1.6] 0.198 [5.0] 0.200 [5.1] 20 - PL 0.500 [12.7]4 - SIDES15°30°0.700[17.8]0.900 [22.9]DIA. 609 PL.0.151 [3.8] 0.200 [5.1] DOME 609 PL.0.450 [11.4]DIA. 609 PL.0.480[12.2]79°COMPOSITE SLEEVE ANCHORW/ STAINLESS STEEL NAIL14" X 112" (6.35mm X 38.1mm)SECTION B-B.090 DEG POINTS.045 (1.1) HIGHPANEL ELEVATION MAX 8'-0" BETWEEN SUPPORTS6" TYP.STD. STL. GALV. CHAIN LINK POST2-3/8" X 11 GAGE GALV.CHAIN LINK FABRICSTRUCTURAL COL.OR WALLGALV. CHAIN LINK TOP &BOTTOM RAILRAIL TO WALLATTACHMENT- USESTANDARD CHAIN LINKFITTINGSNOTE: PRIME & PAINT ALLMTL. COMPONENTSCLEAR VERT. HEIGHT -SEE SLAB PLANS 6" TYP.BOTTOM RAIL CONTINUESPARALLEL TO FLOORSECURITY FENCE @ RAMP6"FLR LINEFLR LINE6"PROVIDE OPENINGS AT TOP TOALLOW PIPES AND THE LIKE TOPASS THROUGH- AS REQUIRED1"RAIL PER PANEL ELEVATIONNOTE:METALIZE, PRIME, AND PAINT ALL METALCOMPONENTSCONTRACTOR TO SELECT (1) ATTACHMENTDETAIL & USE THROUGHOUT THE PROJECT. THEUNSELECTED OPTION WILL NOT BE USED.1/8" THICK RUBBER GASKETC.M.U. OR C.I.P. MAY OCCURWALL FINISH MAY OCCURSET BOLTS PRIOR TO POUROR INSTALL W/ STRUCTURALEPOXY ANCHORING CEMENTIMBED 3"DETAIL 8A - BASE OF POSTCONC. SLABCONC. SLAB8" X 8" X 3/8" EMBED STL. PLATE@ 8'-0" O.C. MAX.3/8" THK. MIN. X WIDTH OF POSTSTL. PLATE ON (2) SIDES OFPOST - WELD TO EMBED PLATE10"8" X 8" X 3/8" EMBED STL.PLATE @ 8'-0" O.C. MAX.STL. POST PER PLANSTL. POST PER PLAN - WELDTO EMBED PLATE1/2" MACHINE BOLT4"DETAIL 8B - TOP OF POSTPLATE IS ECCENTRIC ATCONDITIONS WHERE COLS &WALLS OCCURPROVIDE OPENINGS FORUTILITIES6"MAX.STD. STL. GALV. CHAIN POST FITTINGSTD. STL. GALV. CHAIN POSTFITTINGSURFACE ALIGN FINISH CONC. SLABCMU LOW WALL3'-6"CMU LOW WALL2" SQ. TUBE FRAMEMETAL SCREEN1 1/2" X 1 1/2" X 3/8" ANGLEANCHORED TO WALL &METAL SCREENNOTE: PRIME & PAINT ALLMTL. COMPONENTSCONC. SLABDETAIL ADETAIL B'A''A'49.059 [1246.1] PART O.A.35.997 [ 914.3]PART O.A.1.30 [33.0]33.399 [ 848.3] 20 - EQUAL SPACES 1.30 [33.0] 46.759 [1187.7] 28 - EQUAL SPACES1.150[29.2]1.150[29.2]SURFACE APPLIED PANEL - TOP VIEWSECTION A-A0.135 [ 3.4] WALL THICKNESS 0.443 [11.2] PART O.A.14" DIA. (6.35mm) CTSK HOLES(TYP. 20 LOCATIONS)TOP OF SLAB EDGEELEVATIONAIRCRAFT CABLEPLANCLINTERMEDIATE COLUMNEMBED PLATEEND COLUMNSLAB EDGECLEMBED PLATECABLESLAB EDGECONCRETE COLUMN3" x 3" x 38" GALV METAL ANGLEUPPER SLABLOWER SLABRAMPDOWNCURB MAY OCCURSEE PLANS42" MIN 42" MIN 4" TYPRUN RAILSPARALLEL TOCURBTOP OF CURB42" MIN7<4"4" TYP1"6"6" x 6" x 1/2" THKEMBED PLATE3" x 3" x 3/8" GALVMETAL ANGLE POSTCONCRETE SLABPER STRL6"6"GRIDLINE AIRCRAFTCABLEPLUMBING PIPINGMAY OCCUR - SEEPLUMBINGPROVIDE 6" WIDE x 1" HIGHUPTURN IN SLAB, TYP, TOPREVENT WATER DRAINAGEOFF EDGE OF SLABWALLWHEREOCCURS,SEE PLAN7GRIDLINE HGRIDLINESLAB EDGEPLANSECTIONGARAGE DETAILSAD-3113CMU LOW WALL AT GARAGE9VEHICULAR HEADROOM CLEARANCE BAR1PIPE BOLLARD2PIPE GUARDS6NOT USED10141211FLOOR TRANSITIONS15FR TRACK CLOSURE78CURB AT TRASH ROOM43WHEEL STOP161924MTL. TRACK CLOSUREWELD PLATERAIL-WALL ATTACHEMENTSLAB EDGE / CABLE RAILGARAGE SECURITY FENCE-DETECTABLE WARNING MATCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AGARAGE SECURITY SCREENAA06-21-23 SIGN_PRKG001PARKING LOT SIGN7' IN PEDESTRIAN AREA 5' ELSEWHERE 24"24"STEEL SIGN POSTCALIFORNIA STANDARDSIGN R100B (CA)SIGN COLORS:BORDER & LEGEND - BLACK (NON-REFLECTIVE)BACKGROUND - WHITE (REFLECTIVE)PROVIDE APPROPRIATEINFORMATIONWHERE OCCURSUNAUTHORIZED VEHICLES PARKEDSPACES NOT DISPLAYINGIN DESIGNATED ACCESSIBLEDISTINGUISHING PLACARDS ORSPECIAL LICENSE PLATES ISSUEDFOR PERSONS WITH DISABILITIESWILL BE TOWED AWAYTOWED VEHICLESMAY BE RECLAIMED ATOR BY TELEPHONING(Insert Address)(Insert Telephone Number)AT THE OWNER'S EXPENSE7' IN PEDESTRIAN AREA 5' ELSEWHERE 12"24"STEEL SIGN POSTCALIFORNIA STANDARDSIGN R99C (CA)SIGN COLORS:BORDER & LEGEND - WHITE (RETROREFLECTIVE)BACKGROUND - BLUE (RETROREFLECTIVE)ONLYPARKINGMINIMUMFINE $250WHERE OCCURSVANACCESSIBLECALIFORNIA STANDARDSIGN R7-8b (CA)7' IN PEDETRIAN AREAS 5' ELSEWHERE 6"AT VAN ACCESSIBLE SPACESPRKG_ACC_VAN1/4"=1'-0"VAN ACCESSIBLE SPACE18'-0" SPACE12'-0"SPACENOPARKING5'-0"36" OCPRE-CAST CONCWHEEL STOP4" WHITE LINE4" BLUE LINE BORDER12" HIGH WHITE "NO PARKING"WHITE ISA MARKINGBLUE BACKGROUNDWHITE OUTLINEWALL-MOUNTEDVAN ACCESSIBLE PARKINGSTALL SIGN4" WHITE OR BLUE DIAGONAL LINES6" HIGH WHITESPACE NUMBER4'-5" SQ3'-9" SQ3'-0"7---###PRKG_ACC_STD1/4"=1'-0"ACCESSIBLE SPACE18'-0" SPACE9'-0"SPACENOPARKING5'-0"36" OCPRE-CAST CONCWHEEL STOP4'-5" SQWALL-MOUNTEDACCESSIBLE PARKINGSTALL SIGN4" WHITE LINE4" BLUE LINE BORDER12" HIGH WHITE "NO PARKING"WHITE ISA MARKINGBLUE BACKGROUNDWHITE OUTLINE4" WHITE OR BLUEDIAGONAL LINES6" HIGH WHITESPACE NUMBER3'-9" SQ3'-0"7---###CLEAN AIR VEHICLE SPACEPRKG_TYP_STD1/4"=1'-0"STANDARD PARKING SPACE18'-0" SPACE8'-6" MIN.9'-0" PROVIDED###6" HIGH WHITESPACE NUMBER4" WHITE LINEPRE-CAST CONCWHEEL STOPWHERE OCCURSPRKG_EV_VAN_RES1/4"=1'-0"RESIDENT VAN EV CHARGING SPACE18'-0" SPACE12'-0"SPACENOPARKING5'-0"36" OCPRE-CAST CONCWHEEL STOP4" WHITE LINE12" HIGH WHITECHARACTERSEV40 AMP CIRCUIT FORFUTURE CHARGINGSTATION6" HIGH WHITESPACE NUMBER###4" WHITE BORDER LINES12" HIGH WHITE "NO PARKING"4" WHITE DIAGONAL LINESPRKG_EV_STD_RES1/4"=1'-0"RESIDENT EV SPACE18'-0" MIN. SPACE9'-0" MIN.SPACE4" WHITE LINE6" HIGH WHITESPACE NUMBER12" HIGH WHITECHARACTERSEV STALL CAN ALSOSERVE AS CLEAN AIRSTALL40 AMP CIRCUIT FORFUTURE CHARGINGSTATIONPRE-CAST CONCWHEEL STOPWHERE OCCURSEV###SIGN_PRKG002PARKING GARAGE WARNING SIGN7' IN PEDESTRIAN AREA 5' ELSEWHERE 24"24"STEEL SIGN POSTALUMINUM SIGNSIGN COLORS:BORDER & LEGEND - BLACK (NON-REFLECTIVE)BACKGROUND - WHITE (REFLECTIVE)WHERE OCCURS WARNINGBreathing the air in this parkinggarage can expose you to chemicalsincluding carbon monoxide andgasoline or diesel exhaust,which are known to theState of California to causecancer and birth defects orother reproductive harm. Do not stayin this area longer than necessary.For more information go to www.P65Warnings.ca.gov/parking!WARNING TRIANGLE BACKGROUND - YELLOWPRKG_TYP_STD1/4"=1'-0"18'-0" SPACE9'-0"SPACE###6" HIGH WHITESPACE NUMBER4" WHITE LINEPRE-CAST CONCWHEEL STOPWHERE OCCURS12" HIGH WHITECHARACTERSCLEAN AIR/VANPOOL/EVWALL-MOUNTEDEV STALL SIGN11---RESERVEDPARKINGLOW-EMITTINGAND FUELEFFICIENTVEHICLESONLY***FOR EV SPACES, SIGN SHALL READ "FORELECTRIC VEHICLES ONLY"GARAGE DETAILSAD-31.1CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A13912610141211784316-5EV STALL SIGN18----BICYCLE PARKING RACKS06-21-23 SADDLE FLASHING ASSEMBLY (WALL FLASHING TO DECK EDGE METAL)WALL EDGE LAPNOTE: ALL FLASHING SEAMS AND LAPS SHALL BE INSTALLED AS TO NOT BUCK WATER.OVERUNDERSUBSTRATESLOPE4"8" 4 " M I N IMUM L A PLAPPED GSM "L" FLASHING3 BEDS OF SEALANT 1" APARTCONTINUOUS BEAD OF SEALANT ATOVERLAP SEAMGSM "L" FLASHINGINTERIOREXTERIORCORR.EXTERIOR PLASTERGALVANIZED WEEP SCREED W/INTEGRAL SHIELD FLASHING24 GA BONDARIZED 'L'FLASHING - SEE DETAILCONC. TOPPING SLABDRAINAGE MATSLOPE FINISH SURFACE ANDSUBSTRATE PER PLANW.R.B.2"WATERPROOFING6" WIDE SELF ADHERED FLASHINGO/ WEEP SCREED2-1/4" ISOLATION STRIP. REMOVE TOP1/4" OF MATERIAL & FILL GAP W/SEALANT MATCHING CONCRETECOLORPROVIDE SUITABLE FILL MATERIALOR EXTEND SLAB TO ALIGN WITHWALL SUBSTRATEUNITUNITSTRUCTURAL SHEAR PANEL WHEREOCCURSGYPSUM BOARDAIRSPACESTRUCTURAL SLABHARDROCK TOPPING SLABPREFORMED EXPANSION JOINTHORIZONTAL WATERPROOF MEMBRANE - TURN UP VERTICALFACE OF STRUCTURAL CONCRETE DEPRESSION. SECURE WITHTERMINATION BARDRAINAGE/PROTECTION BOARDWATERPROOF SYSTEM PROTECTION COURSE OVER MEMBRANEAND TERMINATION BARSSTRUCTURAL CONCRETE SLABSLOPE OPTION: IN LIEU OF SLOPING STRUCTURAL SLAB, FINISH SURFACEELEVATION OF DEPRESSED SLAB MAY BE LEVEL WITH AN ADDITIONALOVERPOUR ADDED BELOW WATERPROOFING TO ACHIEVE SLOPEWATERPROOF SYSTEM DETAIL COAT -4" HORIZ, 4" VERTINSTALL TERMINATION BAR AT PROTECTIONCOURSE/MEMBRANE/DETAIL COATEXPANSION JOINT STRIP OVER WATERPROOFING SYSTEMPER PLANT.S.S.EXTERIOR PAVING PER LANDSCAPE OR INTERIOR DRAWINGSPREFORMED EXPANSION JOINTHORIZONTAL WATERPROOF MEMBRANE - TURN UP VERTICALFACE OF STRUCTURAL CONCRETE DEPRESSION. SECURE WITHTERMINATION BARDRAINAGE/PROTECTION BOARDWATERPROOF SYSTEM PROTECTION COURSE OVER MEMBRANEAND TERMINATION BARSSTRUCTURAL CONCRETE SLABSLOPE OPTION: IN LIEU OF SLOPING STRUCTURAL SLAB, FINISH SURFACEELEVATION OF DEPRESSED SLAB MAY BE LEVEL WITH AN ADDITIONALOVERPOUR ADDED BELOW WATERPROOFING TO ACHIEVE SLOPEWATERPROOF SYSTEM DETAIL COAT -4" HORIZ, 4" VERTINSTALL TERMINATION BAR AT PROTECTIONCOURSE/MEMBRANE/DETAIL COATEXPANSION JOINT STRIP OVER WATERPROOFING SYSTEMCONC TOPPING SLABDRAINAGECOMPOSITEPRIME COATCLEAN & DRY SLABIRC NOTE: CONFIRM ALL INSTALLATIONREQUIREMENTS WITH THEMANUFACTURER. TOP COATIRC BONDARIZED 'L' METALFLASHING, SEE DETAILSBONDARIZED INSIDECORNER FLASHING -WITH FULLYSOLDERED JOINTSBONDARIZED DOOR PANFLASHING - WITH FULLYSOLDERED SEAMS - SEE3AD-52.06-BONDARIZED OUTSIDECORNER FLASHING -WITH FULLY SOLDEREDJOINTS10-10-AREA DRAINHIGH SIDE FFLOW SIDE FFINTERIORINTERIORCORR.CONC. TOPPING SLABSTRUCTURAL SHEARPANEL WHEREOCCURSGYPSUM BOARDISOLATE BASEBOARDABOVE FINISH FLOOR1/4" ISOLATION STRIP.REMOVE TOP 1/4" OFMATERIAL & FILL GAPW/ SEALANTMATCHING CONCRETECOLORVARIES 4"STRUCTURAL FOAM124EXT. WALKWAYS AT CORRIDORS6121617182122TYPICAL FLASHING TRANSITIONS-TOPPING SLAB TRANSITION38FLASHING AT TOPPING SLABSLAB ON GRADEDETAILSAD-32-AREA DRAIN - SLAB15-24-20-SLAB STEP AT PARTY WALL23--PAVER TRANSITION-13-1419--CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ARAMP AT UNIT06-21-23 4321EXPANSION GAP @ GRADEEXPANSION JOINT CAVITYBETWEEN TWOSTRUCTURESAIR FLOW5/8" TYPE "X" GYP. BD, SEESTRUCTURAL FORPLYWOOD SHEAR ASOCCURSF.F.(2) LAYERS 5/8" TYPE "X"GYP BOARD4" MIN AIR SPACEPER PLANSEISMIC EXPANSION JOINT COVER BY M.H.POWELL, MODEL #KH-12-5 .INSTALL PER PER SPECS . SYSTEM SHALLINTEGRATE AND SEAL W/ EXPANSION JOINT ATROOF PER DETAILSWALL PER PLANCONCRETE OR CMU GARAGE WALL PER PLANJ-MOLD, 1/4"-1/2" GAP FILL WITH COMPATIBLESEALANT AND BACKER RODRATED DOOR ASSEMBLY HOLD DOORFRAME OFF THE GROUND TOACCOMODATE EXPANSION JOINT COVERPLATECONCRETE OR CMU GARAGE WALLPER PLAN(2) LAYERS 5/8" TYPE XEXTERIOR GYP. SHEATHING2X CORRIDOR FRAMING,PER STRUCTURALWALL BEYONDSEISMIC EXPANSIONJOINT COVER AT JAMB,BEYONDWOOD SHEATHINGCONCRETE TOPPINGEXPANSION JOINT @ WALL - PLANEXPANSION JOINT @ INTERIOR FLOOR10EXPANSION JOINT @ DOORWALL PER PLANS.A.F.24 GA. CORROSION RESISTANT FLASHING W/ DRIPEDGE O/ SELF-ADHERING WATER PROOF MEMBRANE.LAP FLASHING W/ FLASHING OF JOINT COVER.NOTE: BONDERIZE ALL GALV. SHEET METAL THAT RECEIVESFINISH COATING11EXPANSION JOINT @ ROOFWALL PER PLANNOTE: BONDERIZE ALL GALV. SHEETMETAL THAT RECEIVES FINISH COATINGGALV. SHEET METAL FLASHINGEXPANSION JOINT @ ROOFFIRE BARRIER BLANKET (2-HR FIRE RATED)CONSTRUCTION SPECIALTIES FB-17 SERIESUL SYSTEM NO. WW-D-2032 & WW-D-2034TESTED TO UL-2079, ASTME-1966, ASTME-13993 & 4-WALL PER PLAN123-HR EXPANSION JOINT @ FIREWALL - PLANCONCRETE OR CMU GARAGE WALL PER PLANFIRE BARRIER BLANKET (3-HOUR FIRE RATED) -CONSTRUCTION SPECIALTIES FB-17 SERIESUL SYSTEM NO. WW-D-2032 & WW-D-2034TESTED TO UL-2079, ASTME-1966, ASTME-1399-INSTALL CONTINUOUS FROM TOP OF CONCRETEFOOTING TO UNDERSIDE OF ROOF EXPANSION JOINT.WALL PER PLAN20AD-253 HOUR RATED FIREWALL JAMB PERCONCRETE OR CMU GARAGE WALL PER PLAN2 HOURFIRE BARRIER PER PLANRATED DOOR ASSEMBLY PER PLANDOOR HEAD18NOT USEDDOOR JAMBCONCRETE OR CMU GARAGE WALL PER PLAN19EXPANSION JOINT @ FIRE BARRIER - PLANEXTERIOR PLASTER SYSTEM O/ W.R.B. O/ 5/8" TYPE XEXTERIOR GYPBRD SHTH'G O/ EXTERIOR GRADEPLYWOOD SHTH'GCONCRETE OR CMU GARAGE WALL PER PLANJ-MOLD, 1/4"-1/2" GAP FILL WITH COMPATIBLESEALANT AND BACKER RODEXPANSION JOINT @ EXTERIOR WALL - PLANW.R.B. O/ S.A.F.EXTERIOR PLASTER SYSTEM O/ CONCRETE WALLFIRE RETARDANT FRAMING PER STRUCT. DWGS202 HOURFIRE BARRIER PER PLANAIR SPACE PER PLANFIRE BARRIER BLANKET (2-HR FIRE RATED)CONSTRUCTION SPECIALTIES FB-17 SERIESUL SYSTEM NO. WW-D-2032 & WW-D-2034TESTED TO UL-2079, ASTME-1966, ASTME-1399SEISMIC EXPANSION JOINT COVER BY M.H.POWELL , MODEL #ALHD-12 .INSTALL PER PER SPECS .VAPOR BARRIER BY M.H. POWELL.INSTALL PER PER SPECS .1/8" THICK ALUMINUM COVER ORS.S. 304 0.2 MIL FOILAIR SPACE PER PLANSEISMIC EXPANSION JOINT COVER BY M.H.POWELL, MODEL #KH-12-5 .INSTALL PER PER SPECS .HEADER PER STRUCT. DWGS.FIRE BARRIER BLANKET (2-HR FIRE RATED)CONSTRUCTION SPECIALTIES FB-17 SERIESUL SYSTEM NO. WW-D-2032 & WW-D-2034TESTED TO UL-2079, ASTME-1966, ASTME-1399VAPOR BARRIER BY M.H. POWELL.INSTALL PER PER SPECS .EXPANSION JOINT AT FLOOR, PER DETAIL11-SEISMIC EXPANSION JOINT COVER BY M.H.POWELL, MODEL #KH-12-5 .INSTALL PER PER SPECS .FIRE BARRIER BLANKET (2-HR FIRE RATED)CONSTRUCTION SPECIALTIES FB-17 SERIESUL SYSTEM NO. WW-D-2032 & WW-D-2034TESTED TO UL-2079, ASTME-1966, ASTME-1399VAPOR BARRIER BY M.H. POWELL.INSTALL PER PER SPECS .CONCRETE OR CMU GARAGE WALL PER PLAN2 HOURFIRE BARRIER PER PLANSEISMIC EXPANSION JOINT COVER BY M.H.POWELL, MODEL #KH-12-5 .INSTALL PER PER SPECS .FIRE BARRIER BLANKET (2-HR FIRE RATED)CONSTRUCTION SPECIALTIES FB-17 SERIESUL SYSTEM NO. WW-D-2032 & WW-D-2034TESTED TO UL-2079, ASTME-1966, ASTME-1399VAPOR BARRIER BY M.H. POWELL.INSTALL PER PER SPECS .(2) LAYERS 5/8" TYPE X GYPBRD SHTH'GSEISMIC EXPANSION JOINT COVER BY M.H.POWELL, MODEL #KH-12-5 .INSTALL PER PER SPECS .FIRE BARRIER BLANKET (2-HR FIRE RATED)CONSTRUCTION SPECIALTIES FB-17 SERIESUL SYSTEM NO. WW-D-2032 & WW-D-2034TESTED TO UL-2079, ASTME-1966, ASTME-1399VAPOR BARRIER BY M.H. POWELL.INSTALL PER PER SPECS .VAPOR BARRIER BY M.H. POWELL.INSTALL PER PER SPECS .SEISMIC EXPANSION JOINT COVER BY M.H.POWELL, MODEL #RW-12 .INSTALL PER PER SPECS .SEISMIC EXPANSION JOINT COVER BY M.H.POWELL , MODEL #RPW-12 .INSTALL PER PER SPECS .AIR SPACE PER PLANAIR SPACE PER PLANAIR SPACE PER PLANFIRE BARRIER BLANKET (2-HR FIRE RATED)CONSTRUCTION SPECIALTIES FB-17 SERIESUL SYSTEM NO. WW-D-2032 & WW-D-2034TESTED TO UL-2079, ASTME-1966, ASTME-1399VAPOR BARRIER BY M.H. POWELL.INSTALL PER PER SPECS .GALV. SHEET METAL FLASHINGWALL PER PLANHATCH INDICATES FIRERETARDANT-TREATED LUMBERHATCH INDICATES FIRERETARDANT-TREATED LUMBERHATCH INDICATES FIRERETARDANT-TREATED LUMBERHATCH INDICATES FIRERETARDANT-TREATED LUMBERHATCH INDICATES FIRERETARDANT-TREATEDLUMBERHATCH INDICATES FIRERETARDANT-TREATED LUMBERHATCH INDICATES FIRE RETARDANT-TREATED LUMBERHATCH INDICATES FIRERETARDANT-TREATED LUMBERCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AAD-33EXPANSION JOINTDETAILS06-21-23 LEVEL CONCRETE PAVER SYSTEMO/ SAND/ GRAVEL PER LANDSCAPE DRAWINGSEXPANSION JOINT AND SEALANTDRAINAGE/PROTECTION BOARDSTRUCTURAL CONCRETE SLABSTRUCTURAL SLABS IS SLOPED TODRAIN - SEE LANDSCAPE PLANS FORMORE INFO.T.O.SLABLACANTINA SLIDING DOORHORIZONTAL WATERPROOF MEMBRANE -TURN UP VERTICAL FACE OF STRUCTURALCONCRETE DEPRESSIONINTERIOR FINISH - VERIFY THICKNESSWITH INTERIOR DESIGNERSILL PAN SET IN CONTINUOUS BED OF SEALANTSHIM AS REQUIRED5"VERIFYDIMS W/ ID& DOOR MANUF.1/2"*1/4" MAX. VERT. RISE **STUCCOWR BARRIERSTRUCTURAL PANELWHERE OCCURSSEALANT APPLIED TOP OF MEMBFASTENER AT TOP OF FLASHINGGI STUCCO SCREEDGI FLASHING HEMMED12" MEMBRANEAPPLIED TO SUBSTRATE w/ CALIFSEALANTPRE-CAST CONC PAVERSSETTING BEDCONC SLABDRAINAGE COMPOSITESPECIFIED WATERPROOFINGSYSTEM (SEE TYPICAL SECTION)STUCCOWR BARRIERSTRUCTURAL PANELWHERE OCCURSFASTENER AT TOP OF FLASHINGGI STUCCO SCREEDGI FLASHING HEMMEDAPPLIED TO SUBSTRATE w/ CALIFSEALANTCONC TOPPING SLABSETTING BEDCONC SLABSEALANT APPLIED TOP OF MEMB12" MEMBRANEAPPLIED TO SUBSTRATE w/ CALIFSEALANTSPECIFIED WATERPROOFINGSYSTEM (SEE TYPICAL SECTION)DRAINAGE COMPOSITE12"MIN.CONT SEALANT ANDBACKER ROD BOTH SIDESMIN 2" DEEP CONC SWALE-SLOPE TO DRAINDECK DRAINPOLYESTER REINFORCINGFABRICDRAINAGECOMPOSITEMINIMUM 90 MIL FLUIDAPPLIED WATERPROOFINGMEMBRANECOMPACTSOILSTRUCTURAL CONCRETEDECKSLOPESLOPINGMATERIALREINFORCING FABRIC & 30 MIL COAT OFCOLD FLUID APPLIED WATERPROOFING2"MIN.FABRIC WRAP WITH GRAVEL POCKETCLEAN-OUTS PERFORATED LINE(THREADED)DRAINAGE COMPOSITESPECIFIED WATERPROOFINGSYSTEM (SEE TYPICAL SECTION)CONCRETE FOOTING SLOPE TODRAINS PER PLANSTRUCTURAL CONCRETEPLANTER SOILSTRUCTURAL CONCRETE DECKPOLYESTER REINFORCINGFABRICMINIMUM 90 MIL FLUID APPLIEDWATERPROOFING MEMBRANETOPPING SLABDRAINAGE COMPOSITE4"MIN.SPECIFIED WATERPROOFINGSYSTEM (SEE TYPICALSECTION)DRAINAGE COMPOSITE BOARD -SECURE FABRIC TO PIPES TOPREVENT DIRT ENTRYSTRUCTURAL CONCRETEMIN. 1" CANT OF TROWEL GRADEWATERPROOFING MEMBRANE ORAPPROVED SEALANTCONDUIT OR PIPENOTE:AT PLASTIC PIPES, ROUGHEN SURFACE OF PIPES WITH SAND PAPER TO FACILITATE WATERPROOFING BOND.DRAINAGE COMPOSITEPLANTER SOILSPECIFIED WATERPROOFINGSYSTEM (SEE TYPICAL SECTION)UV RESISTANT FLUID APPLIEDWATERPROOFING MEMBRANEGRADESTUCCO FINISH PER LANDSCAPE8" MIN.4" MIN.EXTRUDED PVC FLASHINGTERMINATION BAR ENCASED INSEALANT FASTENED PER MFG.REQUIREMENTSPECIFIED WATERPROOFINGSYSTEM (SEE TYPICAL SECTION)DRAINAGE COMPOSITEDRAINAGE COMPOSITEPLANTER SOILPLANTER WALLREINFORCING STEEL BARS, SEESTRUCT. DWGS.SPECIFIED WATERPROOFINGSYSTEM (SEE TYPICAL SECTION)SPECIFIED WATERPROOFINGSYSTEM STRIPE APPLICATIONHIGH COMPRESSION DRAINAGEMAT UNDER PLANTER, TYP.STRUCTURAL CONCRETESLOPED TO DRAIN PERLANDSCAPESAND-SET PAVERSFILLER BOARDFLOOR DRAIN. REFER TO PLUMBING DRAWINGS FORADDITIONAL INFORMATIONDRAIN EXTENSION AS REQUIREDFOR DECK THICKNESSCLAMP RINGSTRUCTURAL POST TENSIONCONCRETE SLAB PER STRUCTURALDRAWINGS SLOPE PER LANDSCAPEDRAWINGSDRAIN PIPING PER PLUMBING PLANSNOTE:1. AFTER PAINT REMOVAL, PRIME AND COAT BARE METAL IMMEDIATELY AND PRIOR TO ANYRUST FORMATIONLOW POINT AT DRAINLOCATION - SEE SLAB PLANWATERPROOFING SYSTEM PROTECTION COURSEELASTOMERIC SHEET FLASHINGROLL WATERPROOFING SYSTEM HORIZONTAL MEMBRANEAND PROTECTION COURSE INTO DRAIN CLAMP RINGLEVEL CONCRETE PAVER SYSTEMLANDSCAPE DRAWINGSGRAVEL BASE PER PAVER MANUFACTURER'SREQUIREMENTSFLOOR DRAIN. REFER TO PLUMBINGDRAWINGS FOR ADDITIONALINFORMATIONDRAIN EXTENSION AS REQUIREDFOR DECK THICKNESSCLAMP RINGSTRUCTURAL POST TENSIONCONCRETE SLAB PER STRUCTURALDRAWINGS. SLOPE TO DRAIN.DRAIN PIPING PER PLUMBING PLANSNOTE:1. AFTER PAINT REMOVAL, PRIME AND COAT BARE METAL IMMEDIATELY AND PRIOR TO ANYRUST FORMATIONLOW POINT AT DRAINLOCATION - SEE SLAB PLANWATERPROOFING SYSTEMPROTECTION COURSEELASTOMERIC SHEET FLASHINGROLL WATERPROOFING SYSTEM HORIZONTALMEMBRANE AND PROTECTION COURSE INTODRAIN CLAMP RING4" HARDROCK TOPPING SLABSTRUCTURAL CONCRETE DECKPOLYESTER REINFORCINGFABRICMINIMUM 90 MIL FLUID APPLIEDWATERPROOFING MEMBRANETOPPING SLABDRAINAGE COMPOSITEGRAVEL/SAND SETTING BEDEXTERIOR PAVING PER CIVIL AND LANDSCAPE DRAWINGSPREFORMED EXPANSION JOINTHORIZONTAL WATERPROOF MEMBRANE - TURN UP VERTICALFACE OF STRUCTURAL CONCRETE DEPRESSION. SECURE WITHTERMINATION BARDRAINAGE/PROTECTION BOARDWATERPROOF SYSTEM PROTECTION COURSE OVER MEMBRANEAND TERMINATION BARSSTRUCTURAL CONCRETE SLABSLOPE OPTION: IN LIEU OF SLOPING STRUCTURAL SLAB, FINISH SURFACEELEVATION OF DEPRESSED SLAB MAY BE LEVEL WITH AN ADDITIONALOVERPOUR ADDED BELOW WATERPROOFING TO ACHIEVE SLOPEWATERPROOF SYSTEM DETAIL COAT -4" HORIZ, 4" VERTINSTALL TERMINATION BAR AT PROTECTIONCOURSE/MEMBRANE/DETAIL COATEXPANSION JOINT STRIP OVER WATERPROOFING SYSTEMPER PLANT.S.S.STRUCTURAL CONCRETENOTE: 6" MINIMUM SEPARATION BETWEENPIPES AND BETWEEN WALLS AND PIPESDRAINAGE COMPOSITETOPPING SLABCONTINUOUS URETHANE SEALANT OVERCLOSED CELL BACKER RODREINFORCED FABRIC & 30 MIL COAT OFCOLD FLUID APPLIES WATERPROOFINGWATERPROOFING MEMBRANE CANTSEPARATION MATERIALSPECIFIED WATERPROOFING SYSTEM (SEETYPICAL SECTION)3" DIA AL DOWNSPOUTPLASTIC TRANSITION CAPSEALANTGI COLLAR FLASHINGPAVERS OR TOPPING SLABSETTING BEDDRAINAGE BOARDWATERPROOF MEMBRANEDRY PACK ANY VOID SPACE SOLID WITHNON-SHRINK GROUTCONC. SLAB PER STRUCTURALFIRESTOPPING4" DIA CI DRAIN PER PLUMBINGSTUCCOSTRUCTURAL PANEL WHERE OCCURSDETAIL SEALANT AT TOP OF MEMB.FASTENER AT TOP OF FLASHINGGI STUCCO SCREEDGI FLASHING HEMMED12" MEMBRANE APPLIES TO SUBSTRATE W/CALIF SEALANTCONC TOPPING SLABSETTING BEDLEVEL 2 (PODIUM)CONC SLABSPECIFIED WATERPROOFING SYSTEM (SEETYPICAL SECTION)DRAINAGE BOARD14-14-20-20-15-15-CONC. STRL SLABGROUT SETDRAIN ASSEMBLYREBAR PER STRLPLANTER DRAINCOMPACTED BACKFILLCMU WALL PLANTERCONCRETE TOPPING SLABDRAINAGE COMPOSITEW.P. MEMBRANEPLANTER BASEELEVATED SLABDETAILSAD-4117PLANTER @ PODIUM139DECK TO WALL @ PAVERS5DECK TO WALL @ TOPPING SLAB1DRAIN @ TOPPING SLAB2DRAIN @ PAVERS610W.P. @ PLANTER14DRAIN @ PLANTERPENETRATIONS @ PLANTERW.P. TERMINATION @ PLANTERCONC DECK DRAIN @ PAVERS121115PODIUM DECK WP- CONC PAVERS78W.P @ PIPE PENETRATION43PODIUM DECK WP- TOPPING SLAB16181920222324PLANTER BASED.S.CONNECTIONTROUGH @ WALL & PLANTERSLAB TRANSITIONSTOREFRONT SILL @ TOPPING SLABCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AAAAA06-21-23 W.R.B.TWO-PLY "WEATHER TEX" BY FORTIFIBER BUILDING SYSTEMS GROUP OR APPROVED EQUAL.WEATHER RESISTIVE BARRIER (W.R.B.), SUPER JUMBO TEX 60 MINUTE BUILDING PAPER OVERWEATHERSMART HOUSE WRAP.FORTIFIBER FORTIFLASH OR APPROVED EQUAL. SELF ADHESIVE, HEALING FLASHING (S.A.F.)12" WIDE (U.N.O.) 25 MIL (U.N.O.), 25 MIL (U.N.O.) ADHERE S.A.F. TO CLEAN, DUST FREE BACKINGAND USE CHEMICALLY COMPATIBLE PRIMERS & W.R.B. WITH ADHESIVE SIDE.S.A.F.GSM FLASHINGSTUCCO ACCESSORIES SHALL BE CEMCO "WATER MANAGEMENT SERIES", 25 GA. MATERIALWITH A G-90 GALVANIZED COATING OR ARCHITECT APPROVED EQUAL. GSM FLASHING METALSHALL BE SHOP FABRICATED USING A MINIMUM 26 GA. G-90 GALVANIZED SHEET METAL WITHSOLDERED JOINTS (U.N.O.), UNLESS NOTED OTHERWISE.ICC - ESR 2097 REPORT PLI-DEK “F” SYSTEM = PLI-DEK 1-HOUR / CLASS “A” FIRE RATEDIMPERVIOUS SURFACE, FIBERGLASS AND RESIN REINFORCED WATERPROOF DECK COATINGWITH KNOCKDOWN TEXTURE APPLIED AS PER MFG SPECIFICATIONS. COLOR TBD.WWW.PLIDEK.COM 800-364-0287IMPERVIOUS SURFACEALL DECK TO WALL/THRESHOLD TRANSITIONS TO BE PRE-TREATED WITH PD RESIN ANDREINFORCEMENT FABRIC PRIOR TO EXTENDED FOUNDATION SCREED INSTALLATION ANDAFTER BASE COAT INSTALLATION. GU80 TOP COAT AND GS88 PIGMENTED SEALER TO BEINSTALLED VERTICALLY IN CONJUNCTION WITH DECK SYSTEM FINISH COATS.PRE-TREATMENTEXT. GRADE PLYWOODSUBSTRATESLOPE2. 5 LBS / SQ.YD. GALVANIZED (DIPPED) EXPANDED METAL 96" X 27"LATHMINIMUM 3/4" EXTERIOR GRADE T&G, BLOCK ALL UNSUPPORTED JOINTS AND FASTEN WITHSCREWS AT DECKS. SEE STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. COVERALL JOINTS WITH PLI-DEK SEAM PAPER. FOR RATED ASSEMBLY CONSTRUCTION, SEE ICC - ESR2097 REPORT, SECTION 4.4.1.1/4" = 1'-0", SLOPE MUST BE BUILT INTO FRAMED SUBSTRATE.CORROSION-RESISTANT STAPLES. FASTEN LATH TO EXTERIOR GRADE PLYWOOD.STAPLESWALL EDGE LAPNOTE: ALL FLASHING SEAMS AND LAPS SHALL BE INSTALLED AS TO NOT BUCK WATER.DRAIN MANUFACTURER - THUNDERBIRD PRODUCTS, 800-658-2743, THUNDERBIRDPRODUCTS.COMNP1 SONOLASTIC POLYURETHANE SEALANT OR APPROVED EQUAL. EXPOSED SEALANT SHALLBE CHECKED ANNUALLY AND MAINTAINED PER MANUFACTURERS RECOMMENDATION TOMAINTAIN A WATER TIGHT SEAL.SEALANTOVERUNDERSUBSTRATESLOPEREMOVABLE DRAIN CAPFOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAILS2-4-2"MIN.8" 4 " M IN IMUM L A P 4PATIO TO WALL FLASHINGPATIO DRAIN15128NOTES101620PATIO AT CMU PLANTER WALLCON-DEK SYSTEM31112PATIO PLAN - LOW WALL WITH DRAINLAPPED GSM "L" FLASHING3 BEDS OF SEALANT 1" APARTCONTINUOUS BEAD OF SEALANT ATOVERLAP SEAMGSM "L" FLASHINGBOND BREAKERPOLYETHYLENE TAPE TO BE USED AS BOND BREAKER, REQUIRED BETWEEN ACRYLICPLASTER AND PAINT FINISHES AND ALL WEEPING SOLID LEG FLASHING. TAPE SHOULD RUNFROM THE SOLID VERTICAL LEG TO 1/8" FROM FRONT EDGE. ANY APPLIED FINISHE THATCREATES A BOND BETWEEN THE PLASTER AND METAL SHALL BE BROKEN WITH UTILITY KNIFEAND SHALL BE MAINTAINED AS SUCH.2" MIN.2" 6" 3/4"VERIFYCON-DEK SYSTEMASTM C-920POLYURETHANE JOINTSEALANT AFTER COMPLETIONOF CON-DEK FINISH COATCEMCO #7 WEEP SCREED WITHBOND BREAKER TAPEEXT.CEM. PLAS OVER5/8" TYPE "X" GYP BD O/PLYWD SHTG WHERE OCCURSSEE - SEE STRUCTURAL2X6 FRAMINGCON-DEK SYSTEM BY PLI-DECKSYSTEM OVER CONCRETESTRUCTURAL SLAB - SEESTRUCTURAL DRWGPLAN REFERENCESUBSTRATE TO DRAIN16 GAUGE STAINLESSSTRAINER (BY OTHERS)STRUCT. CONC. SLABCON-DEK SYSTEMBONDERIZED 26 GA GALV."L" FLASHING - ATTACHED WITHFASTENERS AS RECOMM. BYCON-DEK MANUF.GSM SCUPPERMIN. CON-DEK ASSEMBLY THICKNESSSECTION A: SCUPPER DRAINCONTINUOUS 1/2" BEAD OF SEALANTALL FOUR SIDES OF GSM "COLLAR"FLASHING3/4"HEM SIDE AND TOP EDGES OF GSM"SCUPPER" FLASHING TO ALIGN WITHEXTERIOR FINISH.EXTEND BOTTOM LOCK HOOK SEAMOF SCUPPER 3/4" BEYOND "COLLAR"FLASHING TO ACCOMMODATECONDUCTOR HEAD CONNECTIONWIDTH OF SCUPPER NOT TO EXCEED4" AT OCCUPIED ROOF.2"4"6"GSM "L" FLASHING LAPPED OVERSCUPPER3 BEDS OF SEALANT 1" APARTCONTINUOUS BEAD OF SEALANT ATOVERLAP SEAMCEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSIONPARALLEL W/ IMPERVIOUS SURFACESCUPPER (DECK SIDE)SEE SCUPPER DETAIL. FOR ADDITIONAL INFORMATION SEE DETAILSOVEROVERUNDERAINTEGRAL STUCCO SCREED 3 SIDES.SEE PROFILE SECTIONSEALANT AT JOINT2-8-4"8"2" 6"4" MIN. LAP1"SEE SCUPPER DETAIL1"4" MIN. LAPSUBSTRATESLOPE2"IMPERVIOUSSURFACE STOP,HEIGHT TO TOP OFIMPERVIOUSSURFACEPOST(PER PLAN)IMPERVIOUS SURFACEPOST BASE PERSTRUCTURAL, GSM "L"FLASHING SHALL LIEVERTICALLY FLATAGAINST THE POST ANDPOST BASEPRE-TREATMENT O/ BASE COAT O/GSM "L" FLASHINGCEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSIONPARALLEL W/ IMPERVIOUS SURFACE3-COAT STUCCO SYSTEM O/ METALLATH O/ W.R.B.APPLY JOINT SEALANT AFTERCOMPLETION OF IMPERVIOUSSURFACE SYSTEM FINISH COATW.R.B. O/ S.A.F. O/ FOUNDATIONSCREED FLASHINGGSM "L"FLASHING2 PIECE "C" SHAPED GSM "L"FLASHING OVERLAP ASSEMBLY INTHE DIRECTION OF SLOPE"C" SHAPE SHALL BE PRE-MADE ANDSOLDEREDOVERUNDERNOTE:FLASHING SEAMS AND LAPS SHALL BE INSTALLED AS TO NOT BUCK WATER, SEE DETAIL"WALL FLASHING" FOR TYPICAL REQUIREMENTS AT LAP.2" 1 1/2"BUILD UP BASE COAT CRICKET WITH1/4" RISE ON UP SLOPE SIDE4"4"3"FOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAIL2-8-SUBSTRATESLOPE3 1/2"MIN. LAPFOR ADDITIONAL INFO. ON SECTION A SEE DETAIL. FOR ADDITIONAL INFO. ON SECTION B SEE DETAIL . FOR ADDITIONAL REQUIREMENTS AND INFO. SEE DETAIL .BASADDLE FLASHINGIMPERVIOUS SURFACEPRE-TREATMENT O/ BASE COAT O/GSM DECK EDGE METALGSM DECK EDGE METAL3-COAT STUCCO SYSTEM O/ METALLATH O/ W.R.B.CEMCO # 66 EXPANDED FLANGECASING BEAD O/ W.R.B. O/ SADDLEFLASHING O/ S.A.F.CEMCO # 12 SOFFIT DRIP EDGE,EXTEND 1" PAST OPENING WHENDECK EDGE IS FLUSH WITH WALLBEYONDW.R.B. O/ S.A.F. O/ SOFFIT DRIPEDGECEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSIONPARALLEL W/ IMPERVIOUS SURFACEIMPERVIOUS SURFACE, OVERLAPLATH ON THE FLASHING TO THE EDGEOF THE DECK SURFACE3-COAT STUCCO SYSTEM O/ METALLATH O/ W.R.B. O/ S.A.F. O/ CEMCO #7PRE-TREATMENT O/ BASE COAT O/GSM "L" FLASHING 3" MIN. ABOVEFOUNDATION SCREED FLASHINGGSM "L" FLASHINGAPPLY SEALANT AFTER COMPLETIONOF IMPERVIOUS SURFACE SYSTEMFINISH COATSECTION ASECTION BCONC. DECKSURFACEGSM "L" FLASHINGCEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSIONGSM EDGE FLASHINGSADDLE FLASHINGS.A.F.W.R.B.CEMCO # 66 EXPANDED FLANGECASING BEADSADDLE FLASHING2"10-8-2-CONC.PATIOSLOPECONC.DECKSLOPECONC.DECKSLOPE12" S.A.F.4"S.A.F.4"WALLCONC. DECKSURFACEGSM "L" FLASHINGCEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSIONPRE-MADE CORNER GSM EDGEFLASHINGSADDLE FLASHINGCONC.DECKSLOPEWALLWALLCONCRETE DECKSURFACEGSM "L" FLASHINGCEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSIONGSM EDGE FLASHINGSADDLE FLASHINGCONC.DECKSLOPEWALLWALL SEALANT TO OOZE OUT ANDBUTTERED AT JOINTWALLWALLCONC. DECK EDGE PERPENDICULAR TOWALLCONCRETE DECK EDGE PROTRUDING BEYONDEXTERIOR WALLCONCRETE DECK EDGE FLUSH WITHEXTERIOR WALL(NOT SHOWN IN DETAIL )1-SADDLE FLASHING ASSEMBLY (WALL FLASHING TO DECK EDGE METAL)POST FLASHINGNOT USEDDECK PLAN - SHEET FLOW1/16" GAP BETWEEN PLYWOOD &CONCRETENOTES: IMPERVIOUS SURFACE TO REMAIN A MINIMUM OF 2" BELOW THE PERIMETER WEEP SCREED. ROOF DECK DRAINAGE, INCLUDING SECONDARY DRAINS, SHALL COMPLY WITH CBC SECTION 1503 AND THE CALIFORNIA PLUMBING CODE.FOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAILSDECK DRAINNOTE: REFERENCE CON-DEK SPECIFICATIONS FOR PROPER LATH INSTALLATION.FOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAILSGS88 PIGMENTED SEALERCONCRETE DECK - SLOPED TO DRAIN4-16-2-1-SUBSTRATE SLOPESUBSTRATESLOPE SUBSTRATESLOPESUBSTRATE SLOPE WALL8-FLASHINGGU80 TOPCOAT3/4" FIBERGLASS WITH PD RESIN (SCOATS)PRIMERDECK EDGEMETALWALL FLASHINGSADDLE FLASHINGDOOR PAN FLASHINGCONC. DECK SLOPE20-20-11-8-SADDLE FLASHING20-POSTFLASHING15-GS88 PIGMENTED SEALERGU80 TOPCOAT3/4" FIBERGLASS WITH PD RESIN (SCOATS)PRIMERSECONDARY DRAIN +2" ABOVE MAINDRAIN6"4"8"4"4"4"6"4"4"4"10"ONE PIECE SOLDERED SADDLEFLASHINGPRE-MADE CORNER GSM EDGEFLASHINGGSM "L" FLASHINGCEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSION,EXTEND 1" PAST GSM "L" FLASHINGCEMCO # 66 EXPANDED FLANGECASING BEAD, APPLY O/ W.R.B.CONCRETE DECK SURFACEONE PIECE SOLDERED SADDLEFLASHINGPRE-MADE CORNER GSM EDGEFLASHINGGSM "L" FLASHINGCEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSION,EXTEND 1" PAST GSM "L" FLASHINGCEMCO # 66 EXPANDED FLANGECASING BEAD, APPLY O/ W.R.B.3 BEDS OF SEALANT 1" APARTCONCRETE DECK SURFACECONC.DECKSLOPECONC.DECKSLOPEWALLWALL WALLWALL 3 BEDS OF SEALANT 1" APART TORECEIVE "L" FLASHING3 BEDS OF SEALANT 1" APART TORECEIVE CORNER DECK EDGEFLASHING321456321456CONCRETE PATIO EDGE1ONE PIECE SOLDERED SADDLEFLASHING2GSM EDGE FLASHING3GSM "L" FLASHING4CEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSIO,EXTEND 1" PAST GSM "L" FLASHING65CEMCO # 66 EXPANDED FLANGECASING BEAD. APPLY O/ W.R.B.3 BEDS OF SEALANT 1" APARTCONC.PATIOSLOPE6"4"4"4"4"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ANo.Date DescriptionAD-41.1EXTERIORIMPERVIOUSSURFACE (CON-DEK)A06-21-23 TYP BELOW GRADE WALL5SCALE: N.T.S.DRAINAGE COMPOSITEFILTER FABRICTROWEL-GRADETREMCO 250GCFLUID-APPLIED WPCANT - INSTALLPER MANUFRECOMMENDATIONSTREMCO 250GC ONHORIZONTAL AND VERTICALSURFACE21TREMDRAINDRAINAGECOMPOSITE12" STRIP FILTERFABRIC - GLUE TODRAINAGECOMPOSITE PERMANUF.RECOMMENDATIONS34STEPSTEPSTEPSTEP6"MIN.OUTSIDE AND INSIDE CORNERS1STEPTREMDRAINDRAINAGECOMPOSITE12" STRIP FILTERFABRIC - GLUE TODRAINAGECOMPOSITE PERMANUF.RECOMMENDATIONS34STEPSTEPTOP OF FOOTINGFACE OF FOOTING FLUSH W/ EXTERIOR WALL - OUTSIDE CORNERFACE OF FOOTING EXTENDS BEYOND EXTERIOR WALL - OUTSIDE CORNERFACE OF FOOTING EXTENDS BEYOND EXTERIOR WALL - INSIDE CORNER6"MIN 1STEP2STEPTREMDRAINDRAINAGECOMPOSITE3STEPFACE OF FOOTING FLUSH W/ EXTERIOR WALL - INSIDE CORNER6"MIN 2STEPTREMDRAINDRAINAGECOMPOSITE3STEP1STEP12" STRIP FILTERFABRIC - GLUE TODRAINAGECOMPOSITE PERMANUF.RECOMMENDATIONS4STEP12" STRIP FILTERFABRIC - GLUE TODRAINAGECOMPOSITE PERMANUF.RECOMMENDATIONS4STEPTROWEL-GRADETREMCO 250GCFLUID-APPLIED WPCANT - INSTALLPER MANUFRECOMMENDATIONSTREMCO 250GC ONHORIZONTAL AND VERTICALSURFACETOP OF FOOTINGTREMCO 250GC ON VERTICALSURFACESTOP OF FOOTINGTREMCO 250GC ON VERTICALSURFACESTROWEL-GRADETREMCO 250GCFLUID-APPLIED WPCANT - INSTALLPER MANUFRECOMMENDATIONSTREMCO 250GCFORM EDGE OF FOOTING WHICHWILL RECEIVE WATERPROOFINGINSTALLATION AT PIT TRANSITIONS2SCALE: N.T.S.1SCALE: N.T.S.1/2" WATERSTOP, TYP.BENTONITEMEMBRANE SYSTEM-CAPABLE OFHYDROSTATICPRESSUREPROVIDE MUD SLABUNDER BENTONITEWATERPROOFINGSYSTEM2"CONCRETE SLABPARASEAL GM/LGBENTONITEMEMBRANE SYSTEMCAPABLE OFHYDROSTATICPRESSURESTEGO VAPOR BARRIERPER PLANFOOTINGPROVIDE SUBSTRATE ORSIDE MAY BE SLOPE CUTPER CONTRACTORSOPTION, IF BLINDSIDEAPPLICATION, SUBSTRATEMUST MEET REQ. OFMANUF. AND SPECS.PROVIDE RIGID SUBSTRATEDRAINAGE COMPOSITE O/BENTONITEWATERPROOFINGLEVEL P3SEAL UNDERSLAB VAPORBARRIER (STEGO WRAP 15MIL0 TO PITWATERPROOFINGNOT USED6NOT USEDPERIMETER DRAINWHERE OCCURS -SEE PLUMBINGDWGSNOTE:IF COLUMN FOOTING IS INTEGRALTO ELEVATOR PIT, WATERPROOFINGSHALL BE INSTALLED CONTINUOUSBENEATH BOTH COLUMN AND ELEVATORFOOTINGS3SCALE: N.T.S.NOT USED4SCALE: N.T.S.78NOT USED13SCALE: N.T.S.10PENETRATION AT BACKFILL CONDITIONFLUID-APPLIED WP DETAILCOAT, PER MANUFPIPE PENETRATIONWRAP FILTER FABRIC ATTERMINATION OFDRAINAGE COMPOSITECMU WALL12" WATERSTOPNOTES:1. ALL PENETRATIONS MUST BE SPACED 12" MIN. APART2. ACCESS TO EXTERIOR MUST BE PROVIDED AFTER WALL IS CASTMODULAR HOLEFORMING AND PIPESEAL COLLARAPPROVED TREMCOSEALANT ANDBACKER RODDRAINAGE BOARDFLUID-APPLIED WP2'-0" MIN 6" MIN LAP 6"MIN LAP1'-0"1'-0"PROVIDE MUD SLABUNDER BENTONITEWATERPROOFING SYSTEMBENTONITE MEMBRANESYSTEM12" WATERSTOP,TYP12 WATERSTOP,TYPBENTONITEMEMBRANESYSTEMTERMINATION BARSEALANTNOT USED9SCALE: N.T.S.FYRE SIL SILICINE PER STRUCTURAL90 MILS COLD FLUIDAPPLIED WATERPROOFING30 MILS COLDFLUID APPLIEDWATERPROOFINGDETAIL COAT6" MIN.6" MIN.DETAIL AT CONTROL JOINTBACKER ROD AND SEALANTAPPROVED BY WP MANUFNOT USEDREINFORCING FABRICAPPROVED BY WPMANUFCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ABELOW GRADEWATERPROOFINGDETAILSAD-45AAAA06-21-23 2"1/2" THICK ASPHALT SATURATEDEXPANSION STRIPSHARDSCAPE, SLOPE AWAY 1/4" = 1'-0"SHEATHING MAY OCCURWIRE LATH O/ W.R.B. O/ 9" WIDES.A.F O/ CEMCO #3 FLASHINGSCREED (MODIFIED) O/ 6" WIDES.A.F.CEMCO #66 EXPANDED FLANGECASING BEAD O/ W.R.B O/ S.A.F.AT FINISH SLAB TYPICAL2x SOLID BACKING REQUIRED ATS.A.F. WHEN SHEATHING NOTPROVIDEDEXTERIOR CEMENT PLASTER O/W.R.B.CONCRETE SLAB PERSTRUCTURAL DRAWINGS2 1/2"7/8"7/8"3/4" WHEN SHEATHING OCCURS,1-1/4" WHEN NO SHEATHING IS REQUIRED.1/2"CEMCO #3CEMCO #66ADHERED MASONRY VENEERPER EXTERIOR ELEVATIONS O/EXTERIOR CEMENT PLASTERSCRATCH AND BROWN (FLOAT)COATS O/ W.R.B.**SHEATHING MAY OCCURW.R.B. O/ 9" WIDE S.A.F. O/CEMCO #3 FLASHING SCREEDOVER 6" WIDE S.A.FCEMCO #66 EXPANDED FLANGECASING BEAD O/ S.A.F. O/ W.R.B.2x SOLID BACKING REQUIREDWHEN SHEATHING NOTPROVIDED FOR S.A.F.EXTERIOR CEMENT PLASTER O/WIRE LATH O/ W.R.B.1/2"CEMCO #3 FLASHING SCREEDSET IN SEALANT TO CEMCO #66STUD WALL AT HARDSCAPESET CEMCO #66 CASING BEAD INSEALANT AGAINST CEMCO #3SHEATHING AS OCCURS2x SOLID BACKING REQUIRED WHENSHEATHING NOT PROVIDED WHERES.A.F. IS REQUIRED.EXTERIOR CEMENT PLASTER O/WIRE LATH O/ W.R.B.WIRE LATH TO BE CUT ATTRANSITION AND INSTALLEDWITHOUT ANY CONNECTION TOPTO BOTTOMEXTERIOR CEMENT PLASTERO/ WIRE LATH O/ W.R.B.SHEATHING MAY OCCURWIRE LATH O/ W.R.B. O/ 9" WIDE S.A.F.O/ SOLID LEG CONTROL JOINT OVER 9"WIDE FLASHING O/ W.R.BCONTROL JOINT AT EACH FLOORLEVEL, TYP. CONTROL JOINT SHALL BECONTINUOUS, NOT INTERRUPTED BYVERTICAL CONTROL JOINTS.TOP OF FLOOR SHEATHING TYP.2x SOLID BACKING REQUIRED ATS.A.F. WHEN SHEATHING NOTPROVIDED AT FLASHINGEXTERIOR CEMENT PLASTERO/ WIRE LATH O/ W.R.B.FLOOR FRAMING PER STRUCTURALDRAWINGSWIRE TIE WIRE LATH TO BOTTOMFLANGE OF JOINT; NO NAILS,SCREWS OR STAPLES. WIRE LATHTO BE CUT AND INSTALLEDWITHOUT CONNECTION TO WIRELATH ABOVE THE CONTROL JOINT.DOUBLE "J" CONTROL JOINT, TYPICALAT ALL VERTICAL LOCATIONS.INSTALL OVER THE CONTINUOUSSOLID LEG OF THE JOINT.CUT WIRE LATH AND ATTACH TO SOLIDBLOCKING PER ASTM C1063. WIRE TIELATH TO EACH FLANGE OF THE DOUBLE"J" CONTROL JOINT.DOUBLE "J" CONTROL JOINT. INSTALLOVER THE CONTINUOUS LEG OF THE VVERTICAL DOUBLE "J" CONTROL JOINT.THE HORIZONTAL JOINT SHALL STANDOFF 1/4" FROM THE VERTICAL JOINT ONEACH SIDE TO ALLOW FOR MOVEMENT,CAULK EACH SEPARATIONW.R.B.EXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B.SHEATHING MAY OCCURWIRE TIE WIRE LATH TO CEMCO #30CORNER EXPANSION JOINT O/ W.R.BAND EXPANDED METAL LATH *EXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B.WALL FRAMING PER STRUCTURALDRAWINGSSHEATHING MAY OCCUREXPANDED METAL LATH *WALL FRAMING PER STRUCTURALDRAWINGSSHEATHING MAY OCCUREXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B.WALL FRAMING PER STRUCTURALDRAWINGS; 2x8 MAXIMUM ALLOWEDSHEATHING MAY OCCUREXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B.WALL FRAMING PER STRUCTURALDRAWINGSSHEATHING MAY OCCURCORNER BEADWIRE LATH O/ W.R.B. O/ S.A.F.SLOPE (SHIM) PLYWOOD SUBSTRATEAND EXT. CEMENT PLASTER FINISHAT 14 DEGREES (3 : 12)SHEATHING MAY OCCUR2x SOLID BACKING REQUIRED ATS.A.F. WHEN SHEATHING NOTPROVIDEDWIRE LATH O/ W.R.B. O/ 9" WIDE S.A.F.O/ CEMCO #12 SOFFIT DRIPSOFFIT DRIP, EXTEND 2" PASTOPENINGEXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B.CEILING FRAMING PER STRUCTURALDRAWINGS *EXPANDED METAL LATH ** IF SHEATHING IS APPLIED TO THE CEILING FRAMING, APPLY W.R.B BETWEEN THE SHEATHING ANDEXPANDED METAL LATH. CONTINUE CEILING W.R.B. DOWN AND OVER THE WALL W.R.B 2" MINIMUM.EXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B.WALL FRAMING PER STRUCTURALDRAWINGS.RAILING BASE PLATE / SLEEVE BYRAILING FABRICATORRAILING PER ELEVATIONSSEALANT O/ S.A.F AND AROUNDCOLLAR OF BASE PLATE / SLEEVES.A.F. O/ BASE PLATE O/CONTINUOUS S.A.F. WALL CAPSLOPE (SHIM) PLYWOOD SUBSTRATEAND EXT. CEMENT PLASTER FINISHAT 14 DEGREES (3 : 12)BASE PLATE ANCHORS BY RAILINGFABRICATOR, FILL PRE-DRILLEDHOLE WITH SEALANT IMMEDIATELYPRIOR TO SETTING BASE PLATE 6" MINIMUM 4" MINIMUMWALL FRAMING PER STRUCTURALDRAWINGS> 6" TO 12" MAXEXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B., W.R.B. SHALL OVERLAP SILL W.R.B. AND SILL S.A.F. BY 4"MINIMUM.SLOPE PLYWOOD SUBSTRATE ANDEXTERIOR CEMENT PLASTER FINISHAT 14 DEGREES (3 : 12)EXTERIOR CEMENT PLASTER O/ WIRELATH O/ SILL W.R.B. O/ SILL S.A.F.USE 18" WIDE S.A.F. WHEN RECESSEXCEEDS 7".EXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B. TUCKED UNDERFLASHING BEHIND CONTROL JOINTFOR ADDITIONAL INFORMATION SEE DETAILSSHEATHING MAY OCCURW.R.B. O/ "FLASHING PANEL" O/ W.R.B.TUCKED BEHIND "FLASHING PANEL",PROVIDE MINIMUM CUT OUT IN W.R.B.AROUND PENETRATING ITEM.EXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B.WALL FRAMING PER STRUCTURALDRAWINGSPENETRATING ELEMENT SEE MEPAND/OR OTHER CONSTRUCTIONDOCUMENTS TO IDENTIFY NEEDW.R.B. FROM ABOVE O/ "FLASHINGPANEL" O/ W.R.B. TUCKED BEHINDPANEL UP TO PENETRATING ITEM2x SOLID BACKING REQUIRED ATS.A.F. WHEN SHEATHING NOTPROVIDED AT FLASHINGQUICKFLASH WEATHERPROOFINGPRODUCTS "FLASHING PANEL",IDENTIFY THE PENETRATING ITEMAND PROVIDE APPLICABLE FLASHINGPANEL. USE NON-CORRODINGANCHORSPROVIDE 3/16" ROLLED OR ANGLEDSTUCCO GROUND EDGE TO PERMITPLASTER TO KEY UNDERNEATH THEEDGE FOR ADDED ADHESIONG.S.M. FLASHING METALINTEGRAL 7/8" STUCCO SCREED ALLFOUR SIDES4"4"4"4"PENETRATION OPENING TO BE 1"WIDER AND TALLER THAN THEPENETRATING ITEM TO ALLOW 1/2"WIDE SEALANT JOINT ON ALL SIDESOF PENETRATING ITEMPENETRATING ITEM (WIDTH OR HEIGHT) PLUS 9"1/2"1/2"G.S.M. FLASHING COLLARW.R.B. O/ 9" WIDE NAIL ON FLASHINGO/ W.R.BWIRE LATH O/ W.R.B. O/ COLLAR O/ 9"WIDE NAIL ON FLASHINGEXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B.SHEATHING MAY OCCUR2x SOLID BACKING REQUIRED WHENSHEATHING NOT PROVIDED WHERES.A.F. IS REQUIRED.W.R.B. O/ 9" WIDE S.A.F. O/ FLASHINGCOLLARSEALANT AND BACKER ROD; ALLSIDESPENETRATING ELEMENT SEE MEPAND/OR OTHER CONSTRUCTIONDOCUMENTS TO IDENTIFYPENETRATING ITEMSWALL FRAMING PER STRUCTURALDRAWINGSEXTERIOR WALL PENETRATION FLASHING COLLAREXTERIOR SIDEBLOCKING AS REQUIRED TO PROVIDEREQUIRED LATH ATTACHMENT TOSTRUCTURE4- EXTERIOR PLASTER SCREED* IF SHEATHING IS APPLIED TO THE CEILING FRAMING, APPLY W.R.B BETWEEN THE SHEATHING ANDEXPANDED METAL LATH. CONTINUE CEILING W.R.B. DOWN AND OVER THE WALL W.R.B 2" MINIMUM.7/8"1/4"SET PRESERVATIVE TREATED SILLPLATE ON 3 CONTINUOUS BEADS OFNON HARDENING CAULK *PER PLANEXTERIORSIDEDECK ORCORRIDORSIDEEXTERIORSIDEDECK ORCORRIDORSIDE7/8"BELOW GRADE WATERPROOFING.EXTEND MIN. 6" ABOVE SILLUV PROTECTION GALVANIZED 10"TALL SHEET METALEXTERIOR PLASTER OVERW.R.B.2"1/2" THICK ASPHALT SATURATEDEXPANSION STRIPSHARDSCAPE, SLOPE AWAY 1/4" = 1'-0"SHEATHING AS OCCURS EXTERIOR PLASTER SCREEDBELOW GRADE WATERPROOFINGAND TERMINATION BAR.UV STABLE WATERPROOFINGMEMBRANEEXTERIOR PLASTER OVERW.R.B.4"STUD WALL AT GRADESHEATHING AS OCCURS EXTERIOR PLASTER SCREEDSET PRESERVATIVE TREATED SILLPLATE ON 3 CONTINUOUS BEADS OFNON HARDENING CAULK *BELOW GRADE WATERPROOFING.UV STABLE WATERPROOFINGMEMBRANEEXTERIOR PLASTER OVERW.R.B.TERMINATION BAR2"1/2" THICK ASPHALT SATURATEDEXPANSION STRIPSHARDSCAPE, SLOPE AWAY 1/4" = 1'-0"SHEATHING AS OCCURS EXTERIOR PLASTER SCREEDSET PRESERVATIVE TREATED SILLPLATE ON 3 CONTINUOUS BEADS OFNON HARDENING CAULK *WATERPROOFING OVERSTRUCTURAL SLABUV PROTECTION GALVANIZED 10"TALL SHEET METALEXTERIOR PLASTER OVERW.R.B.DRAINAGE MAT12" S.A. FLASHING12" WIDE S.A.F. OVER BEAMS.A.F. OVER BLOCKING, LAP OVERW.R.B.W.R.B OVER S.A.F. RUN BEHIND ALLDOUBLE "J" CONTROL JOINTS.STUD WALL AT SPLIT SLABCONCRETE WALL AT HARDSCAPESECTIONGUARDRAILADDITIONAL TRIMTRIM PER PLANINSIDE CORNERINTERIORPREFERRED TERMINATION@ INSIDE CORNERMIN. SIDING / COLORTERMINATIONCONDITION AT SIDING/ COLORTERMINATION @INSIDE CORNERCREATED INSIDECORNERCONDITION AT TRIMWHERE TRIM OCCURS, ADDITIONAL TRIM SHALL BE PROVIDED TO CREATE INSIDE CORNERS ASINDICATEDEXT. SIDING/COLORCOLORS AND FINISH MATERIALS INDICATE APPROXIMATE COLOR AND MATERIAL RANGE. THECONTRACTOR WILL PROVIDE FIELD MOCK-UPS IN THE QUANTITIES INDICATED BELOW OF THEACTUAL FINISH MATERIALS IN THE TEXTURE, COLOR AND/OR SERIES SPECIFIED. CLIENT ANDARCHITECT WILL REVIEW, COMMENT AND/OR APPROVE MOCK-UPS PRIOR TO INSTALLATION OFMATERIAL ON BUILDINGS.NOTES:ALL COLORS AND MATERIAL CHANGES WILL OCCUR AT INSIDE CORNERS UNLESS OTHERWISENOTED.PLANCREATED INSIDECORNERINSIDE CORNERTRIM PER PLANADDITIONAL TRIM1/16" GAP BETWEEN PLYWOOD &CONCRETE1/16" GAP BETWEEN PLYWOOD &CONCRETE1/16" GAP BETWEEN PLYWOOD &CONCRETE1/16" GAP BETWEEN PLYWOOD &CONCRETE8"INTERIORISOLATE BASEBOARD ABOVEFINISH FLOORACOUSTICAL FIRE RATEDSEALANTONE LAYER OF 5/8" GYP. BD.CARPET OR HARD SURFACEFLOORINGVARIES8"CONTROL JOINT AT EACHFLOOR LEVEL, TYP.CONTROL JOINT SHALL BECONTINUOUS, NOTINTERRUPTED BY VERTICALCONTROL JOINTS.EXTERIOR CEMENTPLASTER O/WIRE LATHO/ W.R.B.CARPET OR HARD SURFACEFLOORINGACOUSTICAL FIRE RATEDSEALANTISOLATE BASEBOARD ABOVEFINISH FLOORONE LAYER OF 5/8" GYP. BD.INTERIOREXTERIOR PLASTER SCREED8"EXTERIOR CEMENTPLASTER O/WIRE LATHO/ W.R.B.PATIOCONCRETE STEM WALL,SEE STRUCTURALVARIES CONC. TOPPING SLABGALVANIZED FLASHINGSEALANTTREMPROOF 250 GC (90 MILTHICKNESS) FLUID-APPLIEDWATERPROOFING. INSTALLPER MANUF. REQ.DRAINAGE COMPOSITE BOARDUV STABLE WATERPROOFINGMEMBRANESHEATHING AS OCCURSPOST PER PLANPOST BASE PER PLANFINISH GRADEEXTERIOR PLASTER SCREEDEXTERIOR CEMENTPLASTER O/WIRE LATHO/ W.R.B.CONCRETE STEM WALL,SEE STRUCTURALTREMPROOF 250 GC (90 MILTHICKNESS) FLUID-APPLIEDWATERPROOFING. INSTALLPER MANUF. REQ.DRAINAGE COMPOSITE BOARDUV STABLE WATERPROOFINGMEMBRANESHEATHING AS OCCURSFINISH GRADEEXTERIOR PLASTER SCREEDUV STABLE WATERPROOFINGMEMBRANETREMPROOF 250 GC (90 MILTHICKNESS) FLUID-APPLIEDWATERPROOFING. INSTALLPER MANUF. REQ.DRAINAGE COMPOSITE BOARDTERMINATION BARTERMINATION BARTERMINATION BARSHEATHING AS OCCURSFINISH GRADEEXTERIOR WALLFLASHING DETAILS ATSTUCCOAD-51.021OUTSIDE CORNER WALL JOINT13INSIDE CORNER WALL JOINT956FLUSH DECK / SOFFIT DRIP FLASHINGSILL AT WALL RECESSSTUCCO WALL CAP1211FLASHING SCREEDS @ MASONRY VENEER78EXTERIOR PLASTER SCREED4161819202224WALL CONTROL JOINTS AND FLOOR CONTROL / DRAINAGE JOINTWOOD TO CONC. CTRL JOINTRAILING @ STUCCO WALL CAPWALL PENETRATION W/ COLLARWALL PENETRATION W/ QUICKFLASHWALL TO CEILING CONTROL JOINT-17CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ACOLOR & MATERIAL TRANSITIONSTEM WALL @ INTERIORDEEPENED FOOTINGAASTEM WALL @ PATIOA06-21-23 WALL SCUPPERINTERIOR / DECK SIDEEXTERIOR WALL SCUPPER FLASHING COLLAREXTERIOR SIDECOLLAR SCUPPER HEIGHT PLUS 1" 1/2"1/2"1"EXTERIOR WALL SCUPPER FLASHINGCOLLARPROVIDE 3/16" ROLLED OR ANGLEDSTUCCO GROUND EDGE TO PERMITPLASTER TO KEY UNDERNEATH THEEDGE FOR ADDED ADHESIONINTEGRAL 7/8" STUCCO SCREED ALLFOUR SIDESWIRE LATH O/ W.R.B. O/ SCUPPERFLASHING COLLAR O/ 9" WIDE S.A.F.O/ W.R.BIMPERVIOUS SURFACE STOP, HEIGHTVARIESEXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B.SHEATHING MAY OCCUR2x SOLID BACKING REQUIRED WHENSHEATHING NOT PROVIDED WHERES.A.F. IS REQUIRED.WIRE LATH O/ W.R.B. O/ 9" WIDE S.A.F.O/ SCUPPER FLASHING COLLARSEALANT AND BACKER ROD, 4 SIDESLINE OF IMPERVIOUSSURFACEWALL SCUPPER4"4"4"4"SCUPPER HEIGHT PLUS 1"COLLAR OPENING TO BE 1" TALLERAND WIDER THAN SCUPPER TOALLOW 1/2" WIDE SEALANT JOINT TOWALL SCUPPERPROVIDE 3/16" ROLLED OR ANGLEDSTUCCO GROUND EDGE TO PERMITPLASTER TO KEY UNDERNEATH THEEDGE FOR ADDED ADHESIONG.S.M. FLASHING METAL4" FUNCTIONAL HEIGHT 2"1'-0 7/8"11 7/8"VARIES SEE A-D55 SCUPPER HEIGHT PER PLAN FIELD VERIFYFIELD VERIFYSCUPPER DEPTH2"IMPERVIOUS SURFACE STOP, HEIGHTVARIES4"VARIES SEE A-D55 INTEGRAL 7/8" STUCCO SCREED7/8"G.S.M. FLASHING METALWALL FRAMING PER STRUCTURALDRAWINGS; 2x8 MAXIMUM ALLOWEDSHEATHING MAY OCCURW.R.B. O/ JAMB S.A.F O/ SILL S.A.F. O/GSM CORNER SADDLE FLASHING O/SILL BIB FLASHING O/ W.R.B.JAMB S.A.F O/ SILL S.A.F. O/ GSMSADDLE FLASHINGSLOPE14 DEGREES(3 : 12)SLOPE (SHIM) PLYWOOD SUBSTRATEAND EXT. CEMENT PLASTER FINISHSILLFRAMINGJAMBFRAMINGEXTERIORSIDEDECKSIDE6"8"6"6"4"6"4"10"12"GSM CORNERSADDLE FLASHINGSILL S.A.F.JAMB S.A.F.1SILL BIB FLASHINGO/ W.R.B., INSTALLON BOTH SIDES OFWALL OPENING234SLOPE14 DEGREES(3 : 12)4"4"WIDTH OF OPENINGPER PLAN4"4"HEADFRAMINGJAMBFRAMINGEXTERIORSIDEDECKSIDE4" 8"SHEATHING MAY OCCUR2x SOLID BACKING REQUIREDAT S.A.F. WHEN SHEATHINGNOT PROVIDEDWIRE LATH O/ W.R.B. O/ 9" WIDES.A.F. O/ SOFFIT DRIP O/ W.R.B.SOFFIT DRIP, EXTEND 2" PASTOPENINGEXTERIOR CEMENT PLASTER O/WIRE LATH O/ W.R.B.EXPANDED METAL LATH *WALL FRAMING PERSTRUCTURAL DRAWINGSCEILING FRAMING PERSTRUCTURAL DRAWINGS *17A-D51768W.R.B.FORTIFIBER FORTIFLEX 6"TO BE APPLIEDSTRETCHED OVER ANDACROSS CORNERSOFFIT DRIP, EXTEND 1"PAST OPENING9W.R.B. O/ S.A.F. O/ JAMBS.A.F. O/ CEMCO #12SOFFIT DRIP O/ CORNERFORTIFLEX6" E X T E ND 2 " P A S T O P EN ING 6 "CONTINUE JAMB 18" WIDES.A.F. LAYERS TO TOP OFOPENING LAPPINGSUCCESSIVE LAYERSBELOW A MINIMUM 2"52" MIN. LAP EXTERIORSIDEDECKSIDEOVERUNDERSHEATHING MAY OCCUR2x SOLID BACKING REQUIRED ATS.A.F. WHEN SHEATHING NOTPROVIDEDEXTERIOR CEMENT PLASTER O/WIRE LATH O/ W.R.B. O/ JAMBS.A.F.WALL FRAMING PER STRUCTURALDRAWINGSCORNER BEADFOLD LINE (UP)FOLD LINE (UP)A-B-C-4" 6" 4"JAMBEXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B.EXTERIORSIDEDECKSIDEEXTERIORSIDEDECK ORCORRIDORSIDEPER PLAN6" 6"4"7 / 8 "3 7/8" MAX WIDTH4"4"7/8"7/8" 7/8" SCUPPER HEIGHT PER PLAN EXTERIOR WALLFLASHING DETAILS ATSTUCCOAD-51.12113141211DECK SCUPPER15EXT. WALL OPENING FLASHING8431618192022232417EXTERIOR PLASTER SCREED--------------CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A06-21-23 CEMCO #12 SOFFIT DRIP; EXTEND2" PAST OPENING4 1/2" MINIMUM W.R.B. O/ HEAD S.A.FW.R.B. O/ 9" WIDE WEEP S.A.F. O/CEMCO #12 SOFFIT DRIP O/ W.R.B.4 1/2" MINIMUMFACTORY FINISHED WINDOW SET INCONTINUOUS SEALANTSHEATHING MAY OCCURW.R.B. O/ BUTTERED SEALANT O/NAILING FLANGE O/ WINDOWSETTING SEALANT O/ JAMB S.A.F.DOOR AND FRAME PER DOORSCHEDULEAPPLY LOW EXPANSION FOAMALL FOUR SIDES OF WINDOWAPPLY LOW EXPANSION FOAM ALLFOUR SIDES OF WINDOWDOOR AND FRAME PER DOORSCHEDULEDOOR SEAL "PEMKO" S88DOR APPROVED EQUALSHEATHING MAY OCCURHEADER PER STRUCTURAL3-COAT STUCCO SYSTEM O/ METALLATH O/ W.R.B.W.R.B. O/ S.A.F. O/ #6 HEAD DRIPAPPLIED FOAM TRIM MAY OCCUR,SEE EXTERIOR ELEVATIONS2x SOLID BACKING REQUIRED ATS.A.F. WHEN SHEATHING NOTPROVIDEDSHEATHING MAY OCCUR2x SOLID BACKING REQUIRED AT S.A.F.WHEN SHEATHING NOT PROVIDEDW.R.B. O/ CEMCO 4" J-SERIESCASING BEAD O/ S.A.F. CASING BEADTO EXTEND UP TO DOOR HEADDOOR SEAL "PEMKO" S88D ORAPPROVED EQUAL1/2"MIN1/2"FACTORY FINISHED WINDOWSET IN CONTINUOUS SEALANTCORNER FLASH (BEYOND)APPLIED FOAM TRIM; SEEEXTERIOR ELEVATIONSW.R.B. O/ SILL PAN S.A.F. (WEEP S.A.F.)O/ CEMCO #3 FLASHING SCREED O/DOOR HEAD S.A.F.3-COAT STUCCO SYSTEM O/ METALLATH O/ W.R.B.BACKER ROD & SEALANTCEMCO #6 HEAD DRIP, EXTEND 1"PAST EACH SIDE OF DOOR FRAME1/2"LOW EXPANSION FOAMAPPLY WITHIN SHIM CAVITYHEADJAMBHEADSLOPE PER PLANSL3 : 121/4"MIN.1/2"APPLIED FOAM TRIM MAY OCCUR,SEE EXTERIOR ELEVATIONSSL3 : 121/4" MIN.SL3 : 12APPLIED FOAM TRIM MAY OCCUR,SEE EXTERIOR ELEVATIONS3-COAT STUCCO SYSTEM O/ METALLATH O/ W.R.B.WRAP S.A.F. INTO JAMB AND DOWN O/DOOR FLASHING PAN AND "L" METALBACKER ROD & SEALANTDOOR FRAME WITH INTEGRAL STOPOUTSWING DOORFACE OF WALL BEYOND"PEMKO" 282D 1/4" ELEVATORTHRESHOLD PAN SET INCONTINUOUS BEADS OFSEALANT-AD-55"PEMKO" 274D SADDLE SET INSEALANT PER MANUFACTURER3 THRESHOLD ANCHORS, DO NOTPENETRATE FLASHING PANEXTERIORINTERIORSLOPE PER PLANDOORDOOR FRAME WITH INTEGRAL STOPFACE OF WALL BEYONDDOOR BOTTOM "PEMKO" 345D ORAPPROVED EQUALINTERIOR FINISH FLOORIMPERVIOUS SURFACE-AD-55"PEMKO" 158D OFFSET SADDLE SET INSEALANT PER MANUFACTURERTHRESHOLD PAN SET INCONTINUOUS BEADS OFSEALANT3 THRESHOLD ANCHORS, DO NOTPENETRATE FLASHING PANDOORDOOR FRAME WITH INTEGRAL STOPFACE OF WALL BEYONDDOOR BOTTOM "PEMKO" 345D ORAPPROVED EQUAL, SEAL TO DOORDOORHARDSCAPEINTERIOR FINISH FLOORFLOORING UP TO 1/4" THICKDOOR BOTTOM "PEMKO" 3452DV ORAPPROVED EQUAL, SEAL TO DOORCORRIDOR1/4" MIN. 1/2" MAX.DOOR FRAME WITH INTEGRAL STOPFACE OF WALL BEYONDDOOR BOTTOM "PEMKO" 345D ORAPPROVED EQUALINTERIOR FINISH FLOORFLOORING UP TO 1/4" THICKIMPERVIOUS SURFACE-AD-55"PEMKO" 183D 1/4" ELEVATOR1/4" MIN. 1/2" MAX."PEMKO" 158D OFFSET SADDLE SETIN SEALANT PER MANUFACTURERTHRESHOLD PAN SET INCONTINUOUS BEADS OFSEALANT3 THRESHOLD ANCHORS, DO NOTPENETRATE FLASHING PAN2"DOORDOOR FRAME WITH INTEGRAL STOPFACE OF WALL BEYONDDOOR BOTTOM "PEMKO" 345D ORAPPROVED EQUAL, SEAL TO DOOR1/2" MAX. *FINISHINTERIOR FINISH FLOORFLOORING UP TO 1/4" THICKVERIFY 1/4" MAX 1/8" SADDLE TO DOOR BOTTOM 1/2" MAX. ** 1/4" MAX 1/4" 1/8" SADDLE TO DOOR BOTTOM 1/8" SADDLE TO DOOR BOTTOM 1/4" MAX **** 1/8" SADDLE TO DOOR BOTTOM IMPERVIOUS SURFACEFOR ADDITIONAL INFORMATION SEE DETAILS3-4-INTERIOR FINISH FLOOR1/8" SADDLE TO DOOR BOTTOM 1/2"*FOR ADDITIONAL INFORMATION SEE DETAILS3-4-"PEMKO" SADDLE SET IN SEALANTPER MANUFACTURERCONCRETE ANCHOR, PROVIDETHREE ANCHORS MINIMUM1/2"* 1/2" MAX. * 1/4" MAX. VERT. RISE ** 1/4" MAX. 1/2"* 1/4" MAX. VERT. RISE **"PEMKO" 183D 1/4" ELEVATORPLASTER MOULD O/ SEALANT O/S.A.F. O/ DOOR JAMB W/ BEAD OFSEALANT AT JAMB AND MOULD3-COAT STUCCO SYSTEM O/METAL LATH O/ W.R.B.JAMB S.A.F. DOWN O/ DOORFLASHING PAN AND "L" METAL3-COAT STUCCO SYSTEM O/METAL LATH O/ W.R.B.FOR ADDITIONAL INFORMATION SEE DETAILS1/4" MIN.SHEATHING MAY OCCURDOOR AND FRAME PER DOORSCHEDULELOW EXPANSION FOAMAPPLY WITHIN SHIM CAVITY3-COAT STUCCO SYSTEMO/ METAL LATH O/ W.R.B.PLASTER MOULD O/ SEALANT O/S.A.F. O/ DOOR HEAD W/ BEAD OFSEALANT AT HEAD AND MOULDAPPLIED FOAM TRIM MAY OCCUR,SEE EXTERIOR ELEVATIONSFOR ADDITIONAL INFORMATION SEE DETAILS4-3-1AD-533-APPLIED FOAM TRIM MAY OCCUR,SEE EXTERIOR ELEVATIONSPLASTER MOULD O/ SEALANT O/S.A.F. O/ DOOR JAMB W/ BEAD OFSEALANT AT JAMB AND MOULDJAMB S.A.F. DOWN O/ DOORFLASHING PAN AND "L" METALFOR ADDITIONAL INFORMATION SEE DETAILS3 sim-SHEATHING MAY OCCUR2x SOLID BACKING REQUIRED AT S.A.F.WHEN SHEATHING NOT PROVIDEDDOOR AND FRAME PER DOORSCHEDULEJAMBJAMBFOR ADDITIONAL INFORMATION SEE DETAILS4-HEADW.R.B. O/ BUTTERED SEALANT O/NAILING FLANGE O/ WINDOW SETTINGSEALANT O/ SILL PAN S.A.F. O/ CORNERFLASHING O/ DOOR HEAD S.A.F.2x SOLID BACKING REQUIREDAT S.A.F. WHEN SHEATHINGNOT PROVIDEDPLASTER MOULD O/ SEALANT O/S.A.F. O/ DOOR HEAD W/ BEAD OFSEALANT AT HEAD AND MOULD4-4-FOR ADDITIONALINSTALLATIONINFORMATIONAT WINDOW SEEDETAILCEMCO #3 FLASHING SCREED, WHENREQUIRED BY DETAIL 3 THIS SHEET.SET IN SEALANT OVER PLASTER MOULD"PEMKO" 158D OFFSET SADDLE SETIN SEALANT PER MANUFACTURERCONCRETE ANCHOR, PROVIDETHREE ANCHORS MINIMUMTHRESHOLD PAN SET IN CONTINUOUSBEADS OF SEALANTSLOPE PER PLANSHEATHING MAY OCCUR2x SOLID BACKING REQUIRED AT S.A.F.WHEN SHEATHING NOT PROVIDED1/4"W.R.B. O/ CEMCO 4" J-SERIESCASING BEAD O/ S.A.F.WRAP S.A.F. INTO JAMB AND DOWN O/DOOR FLASHING PAN AND "L" METALJAMBDOOR SEAL "PEMKO" S88D ORAPPROVED EQUAL1/2"MIN1/2"VERIFY FRAMEWIDTH WITHWALL REQ'MT.VERIFY FRAMEWIDTH WITHWALL REQ'MT.HEADDOOR SEAL "PEMKO" S88DOR APPROVED EQUAL2x SOLID BACKING REQUIRED ATS.A.F. WHEN SHEATHING NOTPROVIDEDAPPLIED FOAM TRIM MAY OCCUR,SEE EXTERIOR ELEVATIONSBACKER ROD & SEALANTFOR ADDITIONAL INFORMATION SEE DETAILS4-VERIFY FRAMEWIDTH WITHWALL REQ'MT.CEMCO #6 HEAD DRIP1/2"SHEATHING MAY OCCURHEADER PER STRUCTURALW.R.B. O/ S.A.F. O/ #6 HEAD DRIP3-COAT STUCCO SYSTEM O/ METALLATH O/ W.R.B. O/ 5/8" TYPE "X" DENSGLASS GOLD EXTERIOR SHEATHINGAPPLIED FOAM TRIM MAY OCCUR,SEE EXTERIOR ELEVATIONSSL3 : 12BACKER ROD & SEALANT1/4"MIN.VERIFY FRAMEWIDTH WITHWALL REQ'MT.5/8" GYPSUM WALLBOARD FINISH5/8" GYPSUM WALLBOARD FINISH5/8" GYPSUM WALLBOARD FINISH5/8" GYPSUM WALLBOARD FINISH3-COAT STUCCO SYSTEM O/ METALLATH O/ W.R.B. O/ 5/8" TYPE "X" DENSGLASS GOLD EXTERIOR SHEATHING1/2"1"1/2"1"FRAMING PER STRUCTURAL2-HR RATED WALL PER PLAN1-HR RATED WALL PER PLANFRAMING PER STRUCTURALFRAMING PER STRUCTURAL2-HR RATED WALL PER PLANFRAMING PER STRUCTURAL1-HR RATED WALL PER PLANFRAMING PER STRUCTURALFRAMING PER STRUCTURALHOLLOW METAL DOOR FRAMEPER DOOR SCHEDULEDOOR PER SCHEDULEHOLLOW METAL DOOR FRAMEPER DOOR SCHEDULEDOOR PER SCHEDULEHOLLOW METAL DOOR FRAMEPER DOOR SCHEDULEHOLLOW METAL DOOR FRAMEPER DOOR SCHEDULELOW EXPANSION FOAMAPPLY WITHIN SHIM CAVITYLOW EXPANSION FOAMAPPLY WITHIN SHIM CAVITYCEMCO #3 - INSTALL FLASHING SCREED AS REQUIRED BY DETAIL. EXTEND THE SCREED 2" PASTTHE ROUGH OPENING AT BOTH ENDS. SET SCREED ONTO HEAD PLASTER MOULD WITH SEALANT.NOT REQUIRED IF THE DOOR IS PROTECTED BY A MINIMUM 30" DEEP EAVE OR SOFFIT THAT ISWITHIN 24" OF THE DOOR HEAD, THE EAVE OR SOFFIT SHALL EXTEND 30" EACH SIDE OF DOOR.STEPW.R.B. - APPLY W.R.B. IN WEATHERBOARD FASHION AROUND THE INSTALLED DOOR.2STEP6AFLASHING PAN - INSTALL ALONG BOTTOM OF OPENING, SET IN SEALANT AND FASTEN THROUGHTHE VERTICAL LEGS ONLY TO THE ROUGH FRAMING JAMBS.WEEP S.A.F. - ADHERE 9" WIDE S.A.F. OVER CEMCO #3 FLASHING SCREED. EXTEND THE S.A.F. 2"PAST THE CEMCO #3 FLASHING SCREED AT BOTH ENDS; S.A.F. REQUIRED WITH CEMCO #3.1STEP6BSTEPSTEP7"L" METAL - INSTALL AT DECK TO WALL TRANSITION, PROVIDE SOLID BACKING AT VERTICAL LEGSAND INSTALL WITH A MINIMUM 4" LAP BETWEEN PIECES.3STEPPLACE DOOR - PLACE THE DOOR IN THE ROUGH OPENING. PLUMB, SQUARE, AND SHIM THE DOOR,THEN FASTEN THE DOOR FRAME TO THE JAMB STUDS.STEP4JAMB S.A.F. - ATTACH A STRIP OF S.A.F. ALONG EACH SIDE OF JAMB, ADHERING TO THE ROUGHFRAMING AND DOOR JAMB. ALIGN EDGE OF S.A.F. TO INSIDE OF DOOR FRAME JAMB . THE S.A.F.SHALL OVERLAP THE "L" METAL AND PAN FLASHING AND EXTEND 12" ABOVE THE HEAD ROUGHOPENING. PRIME SUBSTRATE AS REQUIRED BY S.A.F. MANUF.STEP5HEAD S.A.F. - ADHERE S.A.F. ABOVE THE ROUGH OPENING. EXTEND THE S.A.F. 13" PAST THE ROUGHOPENING AT EACH END. ALIGN THE BOTTOM EDGE OF THE S.A.F. WITH THE BOTTOM OF THE DOORFRAME HEAD.STEP5APLASTER MOULD. - APPLY PLASTER MOULD TO DOOR FRAME ON CONTINUOUS SEALANT. PLASTERMOULD SHALL ALIGN WITH INSIDE EDGE OF DOOR FRAME. PLASTER MOULD SHALL BE BACK PRIMED.ROUGH OPENING WIDTHCEMCO #3 - SET FLASHING SCREED INSEALANT TO PLASTER MOULD HEAD.STEPJAMB S.A.FSTEP42"6A6BSTEPWEEP S.A.F. - ADHERE O/ CEMCO #3FLASHING SCREED.2"ROUGH OPENING WIDTH PLUS 26"2"STEPPLASTER MOULD - APPLY PLASTERMOULD TO DOOR FRAME ONCONTINUOUS SEALANT.5ASECTION AAROUGH OPENING WIDTH PLUS 8"STEPPLACE DOOR3ROUGH OPENING WIDTH PLUS 4"STEPHEAD S.A.F.54 "42--AB-10-7" 2"4"LAPTYP4"4"LAPTYPVERIFY STEPSTEPSTEP5-BA12"ROUGH OPENING WIDTH PLUS 26"HEAD S.A.F.ADHEREDJAMB S.A.F.FLASHING PANATTACH FLASHING PANAT VERTICAL SIDES ONLYROUGH OPENING WIDTHF.F.10-13"STEP3PLACE DOORCOORDIN A T EWI T H THR E SHO LD 4" LAPPAN FLASHING* - SOLDER ALL JOINTS.WHEN "L" FLASHING HAS LESS THAN A 2"VERTICAL RISE BETWEEN THE DECK ANDPAN, CONSTRUCT PAN AND "L" FLASHINGAS INTEGRAL ONE PIECE. COORDINATEPAN DEPTH AND LIP HEIGHT WITH EACHSPECIFIC THRESHOLD, FABRICATE PANTO MAXIMIZE DEPTH YET ELIMINATETHRESHOLD ANCHOR PENETRATIONSTHROUGH THE PAN.4"4" 1/8" MIN LIP 4"ROUGH OPENING - 1/8"4"2"SECTION BBVERIFY STEP12STEP"L" FLASHING** COAT GSM "L" AND PAN FLASHING WITH PROTECTIVE MEMBRANE ATWOOD DECKS PER DETAIL 8/AD-55POLYURETHANE SEALANT FORTIFIBER MOISTOP SEALANT OR APPROVED EQUAL.AT A MINIMUM, EXPOSED SEALANT SHALL BE CHECKED ANNUALLY ANDMAINTAINED PER MANUFACTURERS RECOMMENDATION TO MAINTAIN A WATERTIGHT SEAL.CORNER FLASHING MEMBRANE WITH A RUBBERIZED ASPHALT CORETLS LABS. GS 100 SERIES OR APPROVED EQUALNOTE:CAULK ENDS OF THRESHOLDS, AND UNDER FULL LENGTH OF LEGS TO DOORFLASHING PAN TO MAINTAIN WATER TIGHT INSTALLATION.W.R.B.WEATHER RESISTIVE BARRIER (W.R.B.), TWO -PLY WEATHER TEX BY FORTIFIBERBUILDING SYSTEMS GROUP. SUPER JUMBO TEX 60 MINUTE BUILDING PAPER OVERWEATHERSMART HOUSE WRAP.S.A.F.FLASHINGMULTI-LAYERED COMPOSITE POLYOLEFIN FLASHING 12" WIDE (U.N.O.)FORTIFIBER MOISTOP NEXT OR APPROVED EQUALSEALANTCORNER FLASHSELF ADHESIVE, HEALING FLASHING (S.A.F.) 12" WIDE (U.N.O.) 25 MIL (U.N.O.)FORTIFIBER FORTIFLASH OR APPROVED EQUAL. ADHERE S.A.F. TO CLEAN, DUSTFREE BACKING USING CHEMICALLY COMPATIBLE MATERIALS AND/OR PRIMERS.PROVIDE SOLID WOOD BACKING OR SHEATHING BEHIND ALL AREAS TO RECEIVESELF ADHESIVE, HEALING FLASHING.GSM FLASHING METAL SHALL BE SHOP FABRICATED USING A MINIMUM 26 GA.BONDERIZED GALVANIZED SHEET METAL WITH SOLDERED JOINTS U.N.O.. STUCCOACCESSORIES SHALL BE CEMCO WATER MANAGEMENT SERIES, 25 GA. MATERIALWITH A G-90 GALVANIZED COATING OR ARCHITECT APPROVED EQUAL, UNLESSNOTED OTHERWISE.GSM FLASHINGBOND BREAKERPOLYETHYLENE TAPE TO BE USED AS BOND BREAKER, REQUIRED BETWEENACRYLIC PLASTER AND PAINT FINISHES AND ALL WEEPING SOLID LEG FLASHING.TAPE SHOULD RUN FROM THE SOLID VERTICAL LEG TO 1/8" FROM FRONT EDGE.ANY APPLIED FINISH THAT CREATES A BOND BETWEEN THE PLASTER AND METALSHALL BE BROKEN WITH UTILITY KNIFE AND SHALL BE MAINTAINED AS SUCH.SHEATHING MAY OCCURHEADER PER STRUCTURAL3-COAT STUCCO SYSTEMO/ METAL LATH O/ W.R.B.W.R.B. O/ 9" WIDE WEEP S.A.F.O/ CEMCO #3 FLASHING SCREEDO/ DOOR HEAD S.A.F.2x SOLID BACKING REQUIREDAT S.A.F. WHEN SHEATHINGNOT PROVIDEDSHEATHING MAY OCCUR2x SOLID BACKING REQUIRED AT S.A.F.WHEN SHEATHING NOT PROVIDEDDOOR AND FRAME PER DOORSCHEDULEHEADJAMBAPPLIED FOAM TRIM MAY OCCUR,SEE EXTERIOR ELEVATIONSPLASTER MOULD O/ SEALANT O/ S.A.F.O/ DOOR FRAME HEADFOR ADDITIONAL INFORMATION SEE DETAILSDOOR AND FRAME PER DOORSCHEDULECEMCO #3 FLASHING SCREED, WHENREQUIRED BY DETAIL 3 THIS SHEET.SET IN SEALANT OVER PLASTER MOULDSL3 : 12APPLIED FOAM TRIM; SEEEXTERIOR ELEVATIONS1/4" MIN.3-COAT STUCCO SYSTEM O/METAL LATH O/ W.R.B.4-JAMB S.A.F. DOWN O/ DOORFLASHING PAN AND "L" METAL3-5/8" GYPSUM WALLBOARD FINISHPLASTER MOULD O/ SEALANT O/ S.A.F.O/ DOOR FRAME JAMBVERIFY FRAMEWIDTH WITHWALL REQ'MT.5/8" GYPSUM WALLBOARD FINISH1/4"FRAMING PER STRUCTURALFRAMING PER STRUCTURALDOOR SHIMDOOR SHIMBOND BREAKERINTERIOR1/4" MAX. VERT. RISE ** 1/4" MAX.1/4" MAX. VERT. RISE ** 1/4" MAX.1/4" MAX. VERT. RISE ** 1/4" MAX.1/4" MAX. VERT. RISE **EXTERIOR DOORFLASHING DETAILS ATSTUCCOAD-52.0TRANSOM WINDOW - DOOR5MULLION DOOR - WINDOW6DOOR10RECESSED DOOR141-HR EXTERIOR DOORUNIT DOOR @ BALCONY/DECK128NOTES43DOOR FLASHING PAN INSTALLATION16181920222324UNIT DOOR @ BALCONY / DECKUNIT PRIMARY DOOR @ INT. CORRIDOR2-HR EXTERIOR DOOR----CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AAAAAA06-21-23 DOOR SEAL "PEMKO" S88D ORAPPROVED EQUALDOOR PER SCHEDULEUL RATED 16 GA. FACTORY PRIMEDHOLLOW METAL DOOR FRAME PERDOOR SCHEDULE, GROUT SOLIDGYPSUM BOARD AT FURRED WALLCONDITIONSSEALANT AND BACKER ROD3/4"C.M.U. WALL PER PLAN3/4"DOOR SEAL "PEMKO" S88D ORAPPROVED EQUALDOOR PER SCHEDULEUL RATED 16 GA. FACTORY PRIMEDHOLLOW METAL DOOR FRAME PERDOOR SCHEDULE, GROUT SOLIDCONCEAL CONCRETE FRAMEATTACHMENT, DIMPLE FRAME ANDAPPLY BONDO OVER FASTENERSEALANT AND BACKER RODCONCRETE WALL WITH 3/4" CHAMFERON ALL EDGES OF OPENING, TYPICALEXTERIORINTERIOREXTERIORINTERIORFOR ADDITIONAL INFORMATION SEE DETAILS6-SHEATHING MAY OCCURHEADER PER STRUCTURALFRAMING PER STRUCTURALLABELED 90 MIN. DOORPER DOOR SCHEDULELABELED HOLLOW METAL DOORFRAME PER DOOR SCHEDULEVERIFY FRAMEWIDTH WITHWALL REQ'MT.2-HR RATED WALL PER PLAN1/2"1/2"1/2" MIN LABELED 60 MIN. DOORPER DOOR SCHEDULEVERIFY FRAMEWIDTH WITHWALL REQ'MT.1/2"1/2"1/2" MINFOR ADDITIONAL INFORMATION SEE DETAILS6-1-HR RATED WALL PER PLANSMOKE AND DRAFT CONTROLAS SPECIFIED OR SCHEDULEDSMOKE AND DRAFT CONTROLAS SPECIFIED OR SCHEDULEDLABELED HOLLOW METAL DOORFRAME PER DOOR SCHEDULESEALANT AT FRAME TO WALLSHEATHING MAY OCCURHEADER PER STRUCTURALFRAMING PER STRUCTURALSEALANT AT FRAME TO WALLSTL ANGLE ROLL UP DOORJAMB GUIDES PER. MANUF.2"M.O.C9X13.4 GALV. STLJAMB1 1/2" DIA. A.B. @ 32" O.C.DOOR DIM.CONCRETE BLOCKOR CONCRETEDOOR DIM.STEEL ANGLE DOOR GUIDEASSY.-BEYONDDOOR CURTAINM.O.4"C9X13.4 GALV. STLCHANNELSEE PLAN C9X13.4 GALV. STLJAMB BEYONDSMOKE AND DRAFT CONTROLAS SPECIFIED OR SCHEDULEDLABELED 20 MIN. DOORPER DOOR SCHEDULEVERIFY FRAMEWIDTH WITHWALL REQ'MT.20 MIN. WOOD DOOR FRAMEWOOD FRAME CASING,APPLY SEALANT AT WALLSHEATHING MAY OCCURHEADER PER STRUCTURALFRAMING PER STRUCTURAL1-HR RATED FIRE PARTITIONPER PLAN3 THRESHOLD ANCHORS1/4"1/4" MAX. VERT. RISE 1/2" MAX.LOW EXPANSION FOAMAPPLY IN SHIM CAVITYUNITINTERIORCORRIDORINTERIOR"PEMKO" 183D 1/4" ELEVATOR"PEMKO" 274D SADDLE SETPER MANUFACTURER1/4"1/4" MAX. VERT. RISE 1/2" MAX.3 THRESHOLD ANCHORS1/8" SADDLE TO DOOR BOTTOM 1/8" SADDLE TO DOOR BOTTOM "PEMKO" 274D SADDLE SETPER MANUFACTURER1/4"1/4" MAX. VERT. RISE 1/2" MAX."PEMKO" 183D 1/4" ELEVATOR"PEMKO" 2746D SADDLESET PER MANUFACTURER3 THRESHOLD ANCHORS1/8" SADDLE TO DOOR BOTTOM FLOOR LEVEL WITHCORRIDOR FLOORTHRESHOLD "C"THRESHOLD "B"THRESHOLD "A"FLOOR 1/8" ABOVECORRIDOR FLOORFLOOR 1/8" ABOVECORRIDOR FLOOR1/2" 7'-0" GATE OPENING 2" 3'-0"T.O. PLATET.O.GATE℄ OF MID RAIL2X4 STL TUBEGATE HEAD1X 1 STL ANGLEGATE STOP2X4 STL TUBEGATE RAIL2X6 STL TUBEGATE MID-RAIL2X12 STL TUBEGATE BOTTOM RAILFIN. SURFACE2X2 STL TUBEFRAME1 1/2" SQ X1/4" STLWASHER5 /16" LAG BOLT AT 24" O.C. ALONG TOP ANDSIDE RAIL OF FRAMESOLID BLOCK AT HDSTL TUBE SUPPORT AT WALLREF: FINISHSURFACE2"STL GRATE INSERT WELDTO FRAME2X2 STL TUBEFRAMEREF: FIN FLR4X6 STL TUBE POST GATE SUPPORTFINISH SURFACE SEE LANDSCAPE DRWGSTL GRATE INSERTWELD TO GATE FRAME2X2 STL TUBEFRAME1 1/2" SQ X1/4" STL WASHERSOLID BLOCK ATBOLT CONNECTION5 /16" LAG BOLT AT 24" O.C. ALONG TOP ANDSIDE RAIL OF FRAMEEXT. CEM. PLASTER SOFFIT1"2X4 STL TUBEGATE RAILSTL GRATE INSERTWELD TO GATE FRAME1X 1 STL ANGLEGATE STOP AT LATCH SIDE2X4 STL TUBEGATE SUPPORTSEE DETAIL 13 FOR POST BASECONNECTIONGATE OPENINGEXT. CEM. PLASFINISH FIN WALLOUTSIDEINTERIOR6"TOP VIEWLINE OF SLABEDGE3X NAILER EA.SIDE OF TUBESTEELSTRUCTURALSLABSTL PLATE EMBEDFINISH SURFACE4X6 STL TUBE POST GATE SUPPORTFINISH SURFACE SEE LANDSCAPE DRWGPOST FOOTINGSTL BASE PLATEF.G.ENTRY GATE4"SIM.GATE PER SCHEDULEGRATE INSERT:HORIZ. STL BAR: 1 1/2" X 3/16" THK.AT 2" O.C. STL CROSS BAR ROD:AT 6" O.C.GRATE INSERT:HORIZ. STL BAR: 1 1/2" X 3/16" THK.AT 2" O.C. STL CROSS BAR ROD:AT 6" O.C.ALL CANOPY SYSTEMCOMPONENTS , FENCING, ANDTHEIR CONNECTIONS SHALL BEDESIGNED BY A QUALIFIEDENGINEER. PRIME AND PAINT ALLEXPOSED STEEL COMPONENTS.DEFERRED SUBMITTAL4X6 STL TUBE FRAME2X12 STL TUBEGATE BOTTOMRAILSTL GRATEINSERT WELD TOSTEEL FRAME2X2 STLTUBE2X4 STL TUBE POST GATE SUPPORT4X6 STL TUBE GATE HEAD2X6 STL TUBE GATEMID RAIL2X4 STL TUBE GATERAILSIM.18AD-51.0SOFFITDRIPFLASHINGSTL GRATE INSERT WELDTO GATE FRAMEBOTT. OF GATE1234ADDRESSING SIGNAGE BY OTHERSSTL GRATEINSERT WELD TOSTEEL FRAME2" WIDE x 1/2"THICK FLAT BARPICKETS - SPACED4" O.C. SO THAT A4" SPHERECANNOT PASSTHRU3 3/4"MAX.4" O.C.TYP.7'-0"2X4 STL TUBE POST GATESUPPORT1'-2"VARIES3'-7"13-14-10-17-9-DOOR FLASHINIGDETAILSAD-52.1HOLLOW MTL DOOR @ CONC/CMU4328612109142018221317212-HR INTERIOR DOORCOILING DOOR JAMB20-MIN. CORRIDOR UNIT ENTRY DOORFENCE AT STUCCOGATE SECTIONENTRY GATE POST FOOTINGENTRY GATE END SUPPORT--SINGLE GATE JAMBENTRY GATE AND FENCE ELEVATION--CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ACOILING DOOR HEAD71-HR INTERIOR DOORFENCE BOTTOMAAAAAAA06-21-23 2456781" BELOWTOP OF HEADFLASHING1" MIN PASTBASE SILLFLASHINGSILL FLASHING:12" WIDE NOF - EXTEND12" BEYOND R.O. EA.SIDE - FASTEN AT TOPEDGE ALONG R.O.BASE JAMBFLASHING:9" WIDE NOFSEALANT:CONT. 3/8" BEAD OFSEALANT ON BACKSIDEOF WINDOW FLANGE(PLACE SEALANT ONOUTBOARD EDGE OFFLANGE OR ALONGPREPUNCED HOLES9BASE HEAD FLASHING:12" WIDE SAF - EXTEND 1"BEYOND JAMB FLASHINGSILL WRAP:9" WIDE SAF 40 MILCOMPLETLY COVERR.O. SILL AND SHIELDSAND 3" MIN DOWNLEGINSTALL WINDOWJAMB FLASHING:6" WIDE SAF OVER WINDOWFLANGE AND BASE JAMBFLASHINGNOTE: DETAIL BASED ON FORTIFIBER'SHIGH PERFORMANCE WINDOW FLASHINGSYSTEM W/ SILL CORNERS -SEE MANUF. INSTALLATION GUIDELINES FORMORE DETAILED INFO.3SILL CORNERS W/SEALANT PER MANUF.GUIDELINES(MOISTOP CORNERSHIELD)3" BEYONDTHE WINDOW FLANGETOP AND BOTTOM1MIN 12" WIDE SOLID BACKING ALLFOUR SIDES OF ALL OPENINGSPREPARE SUBSTRATE PERFLASHING AND SUBSTRATEMANUFACTURER'S INSTRUCTIONSSHEATHING MAY OCCUR3-COAT STUCCO SYSTEMO/ METAL LATH O/ WRBDRIP FLASHING - EXTENDCLOSED ENDS 1" PAST WINDOWFRAME EA. SIDESTUD WALLSLSTUD WALL3-COAT STUCCO SYSTEM O/METAL LATH O/ WRB3-COAT STUCCO SYSTEM O/METAL LATH O/ WRBSTUD WALLAPPLIED FOAM TRIMSEE EXT. ELEVATIONSAPPLIED FOAM TRIMSEE EXT. ELEVATIONSAPPLIED FOAM TRIMSEE EXT. ELEVATIONSSL1 : 21 : 2APPLY LOW EXPANSION FOAM ALLFOUR SIDES OF WINDOWBOND BREAKER AT STUCCO TO DRIPFLASHING1110GSM DRIP FLASHING W/ CLOSEDENDS (SOLDER SEAMS)12PROVIDE WRB PER CODEHEAD FLASHING:12" WIDE SAF O/DRIP FLASHING4"FACTORY FINISHED WNDW -SEE WINDOW FLASHINGDETAIL5-6"FACTORY FINISHED WNDW -SEE WINDOW FLASHINGDETAIL5-FACTORY FINISHED WNDW -SEE WINDOW FLASHINGDETAIL5-WRBWEATHER RESISTIVE BARRIERFORTIFIBER 60 MINUTE SUPER JUMBO TEXSELF ADHERED FLASHINGFORTIFIBER FORTIFLASH 25 MIL U.N.O.SAFNOFNAIL ON FLASHINGFORTIFIBER MOISTOP NEXTSEALANTFORTIFIBER MOISTOP SEALANTGENERAL NOTES1.VERIFY WINDOW INSTALLATION WITH WINDOW MANUFACTURER'S WRITTEN INSTRUCTIONS.PROVIDE FIELD MOCKUP OF WINDOW INSTALLATION FOR APPROVAL BY OWNER.2.UNLESS SUPERSEDED BY WINDOW MANUFACTURER, THE ROUGH OPENING SHOULD BE 1/2"GREATER IN WIDTH AND HEIGHT THAN THE NET FRAME SIZE OF THE WINDOW.3.VERIFY ROUGH OPENING IS SQUARE, PLUMB, AND LEVEL. WINDOW SILL TO BE SET UPON LEVELFRAMING SILL WITH CONTINUOUS SUPPORT.4.SUBSTRATES SHALL BE CLEAN , DRY, PRIMED AS REQUIRED, AND UNIFORM/SMOOTH PRIOR TOFLASHING APPLICATION.5.WANED LUMBER WILL NOT BE USED @ ROUGH OPENINGS LOCATIONS.6.FIELD VERIFY ALL DIMENSIONS PRIOR TO CUTTING AND INSTALLING FLASHING COMPONENTS.VERIFY MANUFACTURER REQUIREMENTS.7.PROVIDE MINIMUM 12" SOLID WOOD BACKING OR SHEATHING AT ALL SIDES OF OPENING TOSECURE FLASHING.8.ADHERE SELF ADHERED FLASHING TO CLEAN DUST FREE BACKING TYPICAL.9.USE CHEMICALLY COMPATIBLE PRIMERS, WRB, AND SEALANT WITH THE ADHESIVE SIDE OF THESELF-ADHERED FLASHING AS REQUIRED BY MANUFACTURER.10.NAILS TO BE NO MORE THAN 16" ON CENTER OR AS REQUIRED BY MANUF.11.NO NAILS SHALL BE BENT OVER THE NAILING FIN TO SECURE WINDOWLEGENDWRB BOND BREAKER SHEET O/SAF O/ NOFSHEATHING AS OCCURSFIBER CEMENT SIDING O/ WRB -INSTALL PER MANUF. GUIDELINESSTUD WALLAPPLY LOW EXPANSION FOAM ALL FOURSIDES OF WINDOWBACKER ROD AND SEALANTGAP PER SIDING MANUF. -DO NOT CAULKDRIP FLASHING O/ HARDIE TRIMFACTORY FINISHED WNDW - SEE WINDOWFLASHING DETAIL5-FIBER CEMENT SIDING AND TRIM O/WRB - INSTALL PER MANUF.GUIDELINES - SEE EXT. ELEV. FORMORE INFO.BACKER ROD AND SEALANTSHEATHING AS OCCURSSTUD WALLINTERIOR FINISHFACTORY FINISHED WNDW -SEE WINDOW FLASHINGDETAIL5-SHEATHING AS OCCURSFIBER CEMENT SIDING AND TRIM O/WRB - INSTALL PER MANUF.GUIDELINES - SEE EXT. ELEV. FORMORE INFO.BACKER ROD AND SEALANTSTUD WALLFACTORY FINISHED WNDW -SEE WINDOW FLASHINGDETAIL5-ADDITIONAL LAYER OF GYP. BD.OCCURS AT EXT. BEARING WALLS.SEE FIRE PROTECTION PLANSHEETS A0-11 THRU A0-25ADDITIONAL LAYER OF GYP. BD.OCCURS AT EXT. BEARING WALLS.SEE FIRE PROTECTION PLANSHEETS A0-11 THRU A0-25ADDITIONAL LAYER OF GYP. BD.OCCURS AT EXT. BEARING WALLS.SEE FIRE PROTECTION PLANSHEETS A0-11 THRU A0-25ADDITIONAL LAYER OF GYP. BD.OCCURS AT EXT. BEARING WALLS.SEE FIRE PROTECTION PLANSHEETS A0-11 THRU A0-25ADDITIONAL LAYER OF GYP. BD.OCCURS AT EXT. BEARING WALLS.SEE FIRE PROTECTION PLANSHEETS A0-11 THRU A0-25ADDITIONAL LAYER OF GYP. BD.OCCURS AT EXT. BEARING WALLS.SEE FIRE PROTECTION PLANSHEETS A0-11 THRU A0-25WINDOW DETAILS(FLUSH CONDITION)AD-532113WINDOW FLASHING5WINDOW HEAD (STUCCO)2-6WINDOW HEAD (VERT SIDING)10-14---WINDOW SILL (VERT SIDING)1211WINDOW JAMB (VERT SIDING)15-78WINDOW SILL (STUCCO)43WINDOW JAMB (STUCCO)16181920222324---17------CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A06-21-23 WRBWEATHER RESISTIVE BARRIERFORTIFIBER 60 MINUTE SUPER JUMBO TEXSELF ADHERED FLASHINGFORTIFIBER FORTIFLASH 25 MIL U.N.O.SAFNOFNAIL ON FLASHINGFORTIFIBER MOISTOP NEXTSHEATHING MAY OCCUR3-COAT STUCCO SYSTEMO/ METAL LATH O/ WRBSTUD WALLINTERIOR FINISHSTUD WALLINTERIOR FINISH3-COAT STUCCO SYSTEMO/ METAL LATH O/ WRB3-COAT STUCCO SYSTEMO/ METAL LATH O/ WRBSTUD WALLINTERIOR FINISHSEALANTFORTIFIBER MOISTOP SEALANTSL3:12 MIN.APPLY LOW EXPANSIONFOAM ALL FOUR SIDESOF WINDOWBOND BREAKER ATSTUCCO TO DRIPFLASHINGFACTORY FINISHEDWNDW - SEE WINDOWFLASHING DETAIL8-FACTORY FINISHEDWNDW - SEE WINDOWFLASHING DETAIL8-FACTORY FINISHEDWNDW - SEE WINDOWFLASHING DETAIL8-8"6"12"2"RECESS4"DEPTH OFWINDOWTLS 100 SERIES"A" PIECE NUMBERTLS 100 SERIES"B" PIECE NUMBERGS 108AGS 106AGS 112AGS 102AGS 100AGS 100BGS 100BGS 100BGS 100BGS 100B8"12"2"PIECE3-1/2"LENGTH OFFLASHING6"SOLID BACKING, TYP.2X WALL FRAMINGSEALANTEDGE OF END DAMTOOLED SEALANT AT18" OR LARGER DEPENDING ON RECESS SILL NOFBIB & SEALANT "A" PIECE"B" PIECESILL SAF MEMBRANE4" MIN.4"SAF END DAMSSAF END DAMWINDOW FLASHING"A" PIECE @ UPPER CORNERS"B" PIECE @ UPPER CORNERSTOP FLASHING (SAF)TOP FLASHINGCOMBINE WITHCUT LINESET 40 MIL SILL SAF INTORECESSED OPENING(CUT SAF AT R.O. ASREQ'D, TYP.), SAF TO BEWRINKLE FREE9"LAP 1" MIN.ONTO SILL9"SILL SAFSLOPE SHELF3:12 MIN.GS 100 SERIES "A" PIECESIDE WINDOW FLASHINGJAMB NOFCORNER FLASHING "B" PIECESET IN SEALANT ANDFASTENED - REMOVEEXCESS SEALANTSEALANT ATUPPER CORNERCORNER FLASHING "A"PIECE FASTENED TOOUTSIDE CORNERWINDOWWINDOW INSTALLED ON CONTINUOUS BEAD OFSEALANT - APPLY SEALANT TO WINDOW FLANGEMOUNTING SURFACE PRIOR TO INSTALLATION.SEALANT BEAD TO BE 38" TO 12" AND LOCATED TOWARDOUTSIDE EDGE OF FLANGE OR ALONG PRE-PUNCHEDHOLES. WET SEALANT SQUEEZE-OUT TO OCCURCONTINUOUSLY AROUND WINDOW FLANGE. PROVIDEADDITIONAL WET SEALANT AND CONTINOUSLYBUTTER SEALANT O/ WINDOW FLANGE - EXTENDBUTTERED SEALANT MIN. 1" BEYOND EDGE OFFLANGE - EDGES OF WINDOW FLANGE, HOLES,FASTENERS, ETC., SHALL NOT BE VISIBLENOF HEAD FLASHING -SET OVER WINDOWFLANGE18" OR LARGER DEPENDING ON RECESS 9"SAF - SET ONTOP OF NOFRECESSED OPENING DRIP (AT STUCCO)CEMCO #12SOFFIT DRIPEDGE O/ SAF6"1"RECESSED OPENINGSAF O/ DRIPMETALRECESSED OPENINGSAF12" WIDE NOF BIB -FASTEN ALONG TOPEDGE ONLYSPLIT AND FOLD BACKFLAPS OF B PIECE ATSHALLOW RECESSEDCONDITIONSSPLIT AND FOLD BACKFLAPS OF B PIECE ATSHALLOW RECESSEDCONDITIONS AS REQUIREDAPPLY WRB PER CODESEALANT O/ A PIECE ORBRIDGE PIECE9"4"DEPTH OF RECESS GS 100 SERIES "B" PIECESET INTO CORNER (NOTE -REMOVE SQUEEZE-OUTSEALANT AROUND EDGEOF "B" PIECE)NOTE: SAF END DAMS (8"x8" SQUARESOR LARGER AS REQUIRED) WRAPINTO CORNER OF RECESS FRAMINGAND FRONT WALL COVERING THESEAM OF THE GS "A" & GS "B" PIECESPROVIDE SAF BRIDGEPIECE AT DEEP RECESS -WEATHER BD. LAP WITH AAND B PIECESTLS 100 SERIES"B" PIECEWEATHER BD. LAPA AND B PIECESTLS 100 SERIES"A" PIECEREFER TO PLANS FOR DEPTH 4" MIN.1.FOR WINDOW RECESSES LESS THAN 12" BUT NOT LISTED ABOVE USE AGS 100 SERIES "A" PIECE THAT IS JUST LONGER THAN THE DEPTH OF THEWINDOW RECESS. THIS PIECE CAN BE CUT TO SIZE. MINIMUM LAP PERDIAGRAM ABOVE2.IF RECESS FRAMING IS DEEPER THAN 12" - BRIDGE GS "A" PIECE TO GS"B" PIECE WITH SAF MEMBRANE. WEATHER BOARD LAP MATERIALS.BRIDGE PIECE TO BE 40 MIL SAF AT SILL, 25 MIL AT HEADGENERAL NOTES1.VERIFY WINDOW INSTALLATION WITH WINDOW MANUFACTURER'S WRITTEN INSTRUCTIONS.PROVIDE FIELD MOCKUP OF WINDOW INSTALLATION FOR APPROVAL BY OWNER.2.UNLESS SUPERSEDED BY WINDOW MANUFACTURER, THE ROUGH OPENING SHOULD BE 1/2"GREATER IN WIDTH AND HEIGHT THAN THE NET FRAME SIZE OF THE WINDOW.3.VERIFY ROUGH OPENING IS SQUARE, PLUMB, AND LEVEL. WINDOW SILL TO BE SET UPON LEVELFRAMING SILL WITH CONTINUOUS SUPPORT.4.SUBSTRATES SHALL BE CLEAN , DRY, PRIMED AS REQUIRED, AND UNIFORM/SMOOTH PRIOR TOFLASHING APPLICATION.5.WANED LUMBER WILL NOT BE USED @ ROUGH OPENINGS LOCATIONS.6.FIELD VERIFY ALL DIMENSIONS PRIOR TO CUTTING AND INSTALLING FLASHING COMPONENTS.VERIFY MANUFACTURER REQUIREMENTS.7.PROVIDE MINIMUM 12" SOLID WOOD BACKING OR SHEATHING AT ALL SIDES OF OPENING TOSECURE FLASHING.8.ADHERE SELF ADHERED FLASHING TO CLEAN DUST FREE BACKING TYPICAL.9.USE CHEMICALLY COMPATIBLE PRIMERS, WRB, AND SEALANT WITH THE ADHESIVE SIDE OF THESELF-ADHERED FLASHING AS REQUIRED BY MANUFACTURER.10.NAILS TO BE NO MORE THAN 16" ON CENTER OR AS REQUIRED BY MANUF.11.NO NAILS SHALL BE BENT OVER THE NAILING FIN TO SECURE WINDOWLEGENDAPPLIED FOAM TRIMSEE EXT. ELEVATIONSAPPLIED FOAM TRIMSEE EXT. ELEVATIONSSLAPPLIED FOAM TRIMSEE EXT. ELEVATIONS1:2WRB BOND BREAKER SHEET O/SAF O/ NOFTHIN BRICK MASONRY WHEREOCCURSSOLDIER COURSE WHEREOCCURS PER EXT. ELEVATIONCORNER PIECE FOR THIN BRICKTHIN BRICK MASONRYWHERE OCCURSSILL COURSE WHERE OCCURS PERELEVATIONSTHIN BRICK MASONRYWHERE OCCURS PERELEVATIONSADDITIONAL LAYER OF GYP. BD.OCCURS AT EXT. BEARING WALLS.SEE FIRE PROTECTION PLANSHEETS A0-11 THRU A0-25ADDITIONAL LAYER OF GYP. BD.OCCURS AT EXT. BEARING WALLS.SEE FIRE PROTECTION PLANSHEETS A0-11 THRU A0-25ADDITIONAL LAYER OF GYP. BD.OCCURS AT EXT. BEARING WALLS.SEE FIRE PROTECTION PLANSHEETS A0-11 THRU A0-25WINDOW DETAILS(RECESSEDCONDITION)AD-54RECESSED WINDOW HEAD28RECESSED WINDOW SILL43RECESSED WINDOW JAMBRECESSED WINDOW FLASHINGCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A06-21-23 4AD-533AD-542AD-54TYP.TYP.TYP.2AD-543AD-544AD-534AD-543AD-5410AD-53TYP.TYP.TYP.2AD-543AD-5412AD-534AD-543AD-5410AD-53TYP.TYP.2AD-5412AD-532AD-543AD-544AD-5412AD-533AD-542AD-54TYP.TYP.TYP.10AD-533AD-544AD-544AD-543AD-542AD-544AD-543AD-542AD-54WINDOW DETAILSAD-54.1CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A12WINDOW TYPE 24WINDOW TYPE 46WINDOW TYPE 6WINDOW TYPE 13WINDOW TYPE 35WINDOW TYPE 57WINDOW TYPE 7AAAAAA06-21-23 GSM DECK EDGE LAP WHEREOCCURSSEE STRAIGHT LAP BELOW FORADDITIONAL INFO.PRE-MADE CORNERSHOP SOLDER ALL JOINTS/CUTSSLOPE3 BEDS OF SEALANT 1" APARTCONTINUOUS BEAD OF SEALANTAT OVERLAP SEAMSTRAIGHT LAPSLOPEEDGE METAL STOP HEIGHT 1/8" TO3/16"45°4"NOTE: ALL FLASHING SEAMS AND LAPS SHALL BE INSTALLED AS TO NOT BUCK WATER.1x2 WOOD NAILER6"4"RUN METAL LATH TO EDGE OF THEDECK EDGE METALPRE-TREATMENT O/ BASE COAT O/GSM DECK EDGE METALEXT. GRADE PLYWOODGSM DECK EDGE METAL O/HORIZONTAL S.A.F. AND O/ VERTICALCASING BEAD3-COAT STUCCO SYSTEM O/ METALLATH O/ W.R.B.CEMCO # 66 EXPANDED FLANGECASING BEAD O/ W.R.B. O/ S.A.F.CEMCO # 12 SOFFIT DRIP EDGEEXTEND 1" PAST OPENING WHENDECK EDGE IS FLUSH WITH WALLBEYOND.SHEATHING MAY OCCURW.R.B. O/ S.A.F. O/ SOFFIT DRIP EDGEPRE-MADE GSM EDGE FLASHINGCORNERWALL EDGE LAP4" MINIMUM LAP2"4"3-COAT STUCCO CEILING SOFFIT O/EXPANDED METAL LATHDOOR AND THRESHOLD ASSEMBLYPER DOOR SCHEDULEGSM 1 PIECE DOORFLASHING PANAPPLY JOINT SEALANT AFTERCOMPLETION OF IMPERVIOUSSURFACE SYSTEM FINISH COAT ANDPRIOR TO DOOR THRESHOLDINSTALLATIONIMPERVIOUS SURFACEPRE-TREATMENT O/ BASE COAT O/GSM 1 PIECE DOOR FLASHING PANWALL ASSEMBLY BEYOND4" MINIMUM1/2" MAX.POST(PER PLAN)IMPERVIOUS SURFACEFLOOR JOIST OR BLOCKING -CONNECTION POST PER STRUCT.POST BASE PERSTRUCTURAL, GSM "L"FLASHING SHALL LIEVERTICALLY FLATAGAINST THE POST ANDPOST BASEPRE-TREATMENT O/ BASE COAT O/GSM "L" FLASHINGCEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSIONPARALLEL W/ IMPERVIOUS SURFACE3-COAT STUCCO SYSTEM O/ METALLATH O/ W.R.B.APPLY JOINT SEALANT AFTERCOMPLETION OF IMPERVIOUSSURFACE SYSTEM FINISH COATW.R.B. O/ S.A.F. O/ FOUNDATIONSCREED FLASHINGGSM "L"FLASHING45°NOTE: ALL FLASHING SEAMS AND LAPS SHALL BE INSTALLED AS TO NOT BUCK WATER.GSM EDGE FLASHING2 PIECE "C" SHAPED GSM "L"FLASHING OVERLAP ASSEMBLY INTHE DIRECTION OF SLOPE"C" SHAPE SHALL BE PRE-MADE ANDSOLDEREDOVERUNDERNOTE:FLASHING SEAMS AND LAPS SHALL BE INSTALLED AS TO NOT BUCK WATER, SEE DETAIL"WALL FLASHING" FOR TYPICAL REQUIREMENTS AT LAP.2" 1 1/2"SEE SCUPPER DETAIL2"INTEGRAL STUCCO SCREED BEYONDIMPERVIOUS SURFACE, OVERLAPLATH ON THE FLASHING TO THE EDGEOF THE DECK SURFACE3-COAT STUCCO SYSTEMO/ METAL LATHBRONZE NO HUB ADAPTERSWEAT-SOLDERED TO PLATESEALANT JOINT AROUND DRAINPRIOR TO FINISH COATGALVANIZED, BONDERIZED DRAINDECK PLATEDRAIN MANUFACTURER - THUNDERBIRD PRODUCTS, 800-658-2743, THUNDERBIRDPRODUCTS.COM FOR 2" DRAIN- PRODUCT BD2NH-B FOR 3" DRAIN- PRODUCT BD3NH-B16 GA. STAINLESS STEEL SNAP INCOVERFOR ADDITIONAL INFO. ON SECTION A SEE DETAIL. FOR ADDITIONAL INFO. ON SECTION B SEE DETAIL . FOR ADDITIONAL REQUIREMENTS AND INFO. SEE DETAIL .BUILD UP BASE COAT CRICKET WITH1/4" RISE ON UP SLOPE SIDE4"4"GSM "L" FLASHING LAPPED OVERSCUPPER3 BEDS OF SEALANT 1" APARTCONTINUOUS BEAD OF SEALANT ATOVERLAP SEAMCEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSIONPARALLEL W/ IMPERVIOUS SURFACESCUPPER (DECK SIDE)OVERUNDEROVERUNDEROVERUNDER2" OR 3"4"7/8"1/8" 4"6"LAPPED GSM EDGE FLASHINGSEE SCUPPER DETAIL. FOR ADDITIONAL INFORMATION SEE DETAILSOVEROVERUNDERSUBSTRATESLOPE3"SECTION APROFILE SECTION AT DECK SIDE OF SCUPPERA3"SLOPEINTERIOR FINISH FLOORBASADDLE FLASHINGIMPERVIOUS SURFACEPRE-TREATMENT O/ BASE COAT O/GSM DECK EDGE METALGSM DECK EDGE METAL3-COAT STUCCO SYSTEM O/ METALLATH O/ W.R.B.CEMCO # 66 EXPANDED FLANGECASING BEAD O/ W.R.B. O/ SADDLEFLASHING O/ S.A.F.CEMCO # 12 SOFFIT DRIP EDGE,EXTEND 1" PAST OPENING WHENDECK EDGE IS FLUSH WITH WALLBEYONDW.R.B. O/ S.A.F. O/ SOFFIT DRIPEDGECEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSIONPARALLEL W/ IMPERVIOUS SURFACEIMPERVIOUS SURFACE, OVERLAPLATH ON THE FLASHING TO THE EDGEOF THE DECK SURFACE3-COAT STUCCO SYSTEM O/ METALLATH O/ W.R.B. O/ S.A.F. O/ CEMCO #7PRE-TREATMENT O/ BASE COAT O/GSM "L" FLASHING 3" MIN. ABOVEFOUNDATION SCREED FLASHINGGSM "L" FLASHINGAPPLY SEALANT AFTER COMPLETIONOF IMPERVIOUS SURFACE SYSTEMFINISH COATSECTION ASECTION BDECK SURFACEGSM "L" FLASHINGCEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSIONGSM EDGE FLASHINGSADDLE FLASHINGINTEGRAL STUCCO SCREEDINTEGRAL STUCCO SCREED 3 SIDES.SEE PROFILE SECTIONPRE-TREATMENT O/ REINFORCEDBASE COAT60 MIL, 2-COAT PD RESIN FIELD2 COAT ELASTOMERIC FINISH (GU80TOP COAT AND GS88 PIGMENTEDSEALER)S.A.F.W.R.B.CEMCO # 66 EXPANDED FLANGECASING BEADSADDLE FLASHING2"REMOVABLE DRAIN CAPDECK DRAIN PLATEFOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAILSFOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAILFOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAILFOR ADDITIONAL INFORMATION SEE DETAILSSEALANT AT JOINTFOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAILS2-11-14-20-2-8-2-1-2-10-8-2-2-8-2-20-3AD-524"8" 4 " M IN IM UM L A P 4"8" MINIMUM12" TYPICAL4" MINIMUM LAP4"8"2" 6"4" MIN. LAP1"SEE SCUPPER DETAIL1"4" MIN. LAP3/8"MIN.3/8"MIN.14-SUBSTRATESLOPESUBSTRATESLOPEINTERIOREXTERIORSUBSTRATESLOPESUBSTRATESLOPESUBSTRATESLOPESUBSTRATESLOPESUBSTRATESLOPESUBSTRATESLOPESUBSTRATESLOPESUBSTRATESLOPE12" S.A.F.4" 2"S.A.F.4"WALLDECK SURFACEGSM "L" FLASHINGCEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSIONPRE-MADE CORNER GSM EDGEFLASHINGSADDLE FLASHINGSUBSTRATESLOPEWALLWALLDECK SURFACEGSM "L" FLASHINGCEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSIONGSM EDGE FLASHINGSADDLE FLASHINGSUBSTRATESLOPEWALLWALL 9" X 9" FOR 2" DRAIN or10" X 10" FOR 3" DRAINLATHEXT. GRADE PLYWOODSEALANT TO OOZE OUT ANDBUTTERED AT JOINTWALLWALLDECK EDGE PERPENDICULAR TO WALLDECK EDGE PROTRUDING BEYOND EXTERIOR WALLDECK EDGE FLUSH WITH EXTERIOR WALL(NOT SHOWN IN DETAIL )1-IMPERVIOUS SURFACESUBSTRATESLOPEGSM "L" FLASHINGSHEATHING MAY OCCUR3-COAT STUCCO SYSTEM O/ METALLATH O/ W.R.B.2x SOLID BACKING REQUIRED BEHINDS.A.F. WHEN SHEATHING NOTPROVIDEDW.R.B. O/ S.A.F. O/ FOUNDATIONSCREED FLASHING O/ GSM "L"FLASHINGCEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSIONPARALLEL W/ IMPERVIOUS SURFACEAPPLY SEALANT AFTER COMPLETIONOF IMPERVIOUS SURFACE SYSTEMFINISH COATIMPERVIOUS SURFACE. OVERLAPLATH ON THE FLASHING TO THE EDGEOF THE DECK SURFACEPRE-TREATMENT O/ REINFORCEDBASE COAT O/ GSM "L" FLASHING 3"MIN. ABOVE FOUNDATION SCREEDFLASHINGLAPPED GSM "L" FLASHING3 BEDS OF SEALANT 1" APARTCONTINUOUS BEAD OF SEALANT ATOVERLAP SEAMGSM "L" FLASHINGEXT. GRADE PLYWOOD3 1/2"MIN. LAPIMPERVIOUS SURFACE STOP, HEIGHTTO TOP OF IMPERVIOUS SURFACE8AD-51IMPERVIOUSSURFACE STOP,HEIGHT TO TOP OFIMPERVIOUSSURFACEREMOVABLE SOFFIT VENTREMOVABLE SOFFITVENT6"4"8"4"4"4"6"4"4"4"10"ONE PIECE SOLDERED SADDLEFLASHINGPRE-MADE CORNER GSM EDGEFLASHINGGSM "L" FLASHINGCEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSION,EXTEND 1" PAST GSM "L" FLASHINGCEMCO # 66 EXPANDED FLANGECASING BEAD, APPLY O/ W.R.B.DECK SHEATHINGONE PIECE SOLDERED SADDLEFLASHINGPRE-MADE CORNER GSM EDGEFLASHINGGSM "L" FLASHINGCEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSION,EXTEND 1" PAST GSM "L" FLASHINGCEMCO # 66 EXPANDED FLANGECASING BEAD, APPLY O/ W.R.B.3 BEDS OF SEALANT 1" APARTDECK SHEATHINGSUBSTRATESLOPESUBSTRATESLOPEWALLWALL WALLWALL 3 BEDS OF SEALANT 1" APART TORECEIVE "L" FLASHING3 BEDS OF SEALANT 1" APART TORECEIVE CORNER DECK EDGEFLASHING321456321456DECK SHEATHING1ONE PIECE SOLDERED SADDLEFLASHING2GSM EDGE FLASHING3GSM "L" FLASHING4CEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSIO,EXTEND 1" PAST GSM "L" FLASHING65CEMCO # 66 EXPANDED FLANGECASING BEAD. APPLY O/ W.R.B.3 BEDS OF SEALANT 1" APARTSUBSTRATESLOPE6"4"4"4"4"NOTES: IMPERVIOUS SURFACE TO REMAIN A MINIMUM OF 2" BELOW THE PERIMETER WEEP SCREED. ROOF DECK DRAINAGE, INCLUDING SECONDARY DRAINS, SHALL COMPLY WITH CBC SECTION 1503 AND THE CALIFORNIA PLUMBING CODE.FOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAILSSLOPED PLYWOODCRICKET, TYPICAL45°FACE OF EXTERIOR FINISHIMPERVIOUSSURFACEEXT. GRADEPLYWOODLATHDECK EDGEMETALWALL FLASHINGSEAM PAPERSADDLE FLASHINGSCUPPERDECK DRAINWALL FLASHING1" MIN.10" MIN.DOOR PAN FLASHING6 FOOT MAXIMUM SPANFROM WALL TO SCUPPERMAXIMUM SPAN BETWEEN 2 SCUPPERS / DRAINS ISTHE LESSER OF 12 FEETor 2 TIMES THE DEPTH OF THE DECK6 FOOT MAXIMUM SPANFROM WALL TO DRAINNOTE: REFERENCE PLI-DEK SPECIFICATIONS FOR PROPER LATH INSTALLATION.FOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAILSPLI-DEK SEAM PAPER TO COVER EXT.PLYWOOD PANEL EDGE / JOINTSEXT. PLYWOOD PANEL EDGE / JOINT,TYPICALOVERLAP LATH 3/4" MINIMUMSTAPLE 1-1/2" O.C. ON OVERLAPPEDLATH SEAMSSTAPLE 2" O.C. AROUND PERIMETER3"6"3" 6"1 1/2"SUBSTRATE SLOPE FEATHER PLYWOOD EDGEFLUSH WITH HORIZONTALSURFACE TYPICAL AT ALLEXPOSED LOCATIONS3-10-20-3-11-8-1-14-16-1-DOOR PAN FLASHING11-OFFSET METAL LATH EDGES6" MIN. FROM EXT.PLYWOOD SEAMS.SUBSTRATE SLOPE SUBSTRATE SLOPE SUBSTRATE SLOPESUBSTRATESLOPE SUBSTRATESLOPESUBSTRATESLOPESUBSTRATESLOPESADDLE FLASHING20-8-POSTFLASHING15-No.Date DescriptionAD-55EXTERIORIMPERVIOUSSURFACE (PLI-DEK)DECK EDGE METALSCUPPER TIE-INSADDLE FLASHING ASSEMBLY (WALL FLASHING TO DECK EDGE METAL)DOOR PAN FLASHINGPOST FLASHINGDECK DRAINCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A43812111016151420--DECK TO WALL FLASHING-06-21-23 INTERIOREXT.EXTERIOR PLASTERGALVANIZED WEEP SCREED W/INTEGRAL SHIELD FLASHING24 GA BONDARIZED 'L'FLASHING - SEE DETAILCONC. TOPPING SLABDRAINAGE MATSLOPE FINISH SURFACE ANDSUBSTRATE PER PLANW.R.B.2" 8"4"WATERPROOFING6" WIDE SELF ADHERED FLASHINGO/ WEEP SCREED1-1/2"1/4" ISOLATION STRIP. REMOVE TOP1/4" OF MATERIAL & FILL GAP W/SEALANT MATCHING CONCRETECOLORLAP WEEP OVERHEEL FLASHINGDRAINAGE MATEXTRUDED ALUMINUM "T" W/ 3/8"DIA WEEP HOLES AT 12" O.C.ENSURE HOLES REMAIN CLEARFOR DRAINAGESCUPPER (1) PERGUTTER, CENTERWOOD SHEATHING, PER STRLEXTERIOR PLASTERSELF ADHERED FLASHINGUNDER T-BAR ANDO/ CORNER DRIP SCREEDWOOD STUCCO KEYNOTES:1) REFER TO SMACNA STANDARDS FOR FASTENING &OTHER REQUIREMENTS2) PROVIDE FIELD MOCK-UP OF THIS DETAIL2"1"2"FLUID-APPLIED WATERPROOFINGO/ T-BAR FLANGE. DO NOT COVERWEEP HOLES1 1/2"CONCRETE TOPPING, PER STRL6"6"8 "WRAP BACK, SOLDER ANDSEAL GUTTER AT ENDS8"7/8" WIDEGALVANIZEDDIVERTER W/INTEGRAL STUCCOKEY- WELD TO HEELFLASHING24 GA BONDERIZEDWALL FLASHING HEEL24 GA. GALV 2" WIDE x 2"DEEP WATER TABLEFLASHING, WELD TO HEELFLASHING AND SLOPE 1/4"2"2 1/16"SOFFIT DRIP3"W.R.B OVER SAFEXTEND FLASHING HEELDOWN O/ CORNER DRIPSCREED1/2"4"6-2-BADECK SURFACEGSM "L" FLASHINGCEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSIONGSM EDGE FLASHINGSADDLE FLASHINGS.A.F.W.R.B.CEMCO # 66 EXPANDED FLANGECASING BEADSUBSTRATESLOPE12" S.A.F.4"S.A.F.4"WALLDECK SURFACEGSM "L" FLASHINGCEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSIONPRE-MADE CORNER GSM EDGEFLASHINGSADDLE FLASHINGSUBSTRATESLOPEWA L LWALL DECK SURFACEGSM "L" FLASHINGCEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSIONGSM EDGE FLASHINGSADDLE FLASHINGSUBSTRATESLOPEWA L LWALL SEALANT TO OOZE OUT ANDBUTTERED AT JOINTWALLWA L LDECK EDGE PERPENDICULAR TO WALLDECK EDGE PROTRUDING BEYOND EXTERIOR WALLDECK EDGE FLUSH WITH EXTERIOR WALLWALL EDGE LAPNOTE: ALL FLASHING SEAMS AND LAPS SHALL BE INSTALLED AS TO NOT BUCK WATER.OVERUNDERSUBSTRATESLOPE4"8" 4 " M IN IM UM L A PLAPPED GSM "L" FLASHING3 BEDS OF SEALANT 1" APARTCONTINUOUS BEAD OF SEALANT ATOVERLAP SEAMGSM "L" FLASHING10"10"DOOR AND THRESHOLD ASSEMBLYPER DOOR SCHEDULEDOOR FLASHING PAN O/ DECKCORNER FLASHING O/ FLASHINGMEMBRANE.W.P.MEMBRANE O/ CORNERDECK FLASHINGCONCRETE TOPPING O/ DRAINAGEMAT O/ W.P. MEMBRANEWALL ASSEMBLY BEYOND4" MINIMUM1/2" MAX.INTERIOR FINISH FLOORFOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAIL4-INTERIOREXTERIORREMOVABLE SOFFIT VENTREMOVABLESOFFIT VENTCONC TOPPING SLABDRAINAGECOMPOSITEPRIME COATFASTENER -PER STRUCTURALCLEAN & DRYPLYWOOD DECKIRC6" POLYESTER REINFORCEMENTSET INTO & COVERED OVER WITHFLUID APPLIED WATERPROOFINGOVER ALL DECK JOINTS &FASTENERSNOTE: CONFIRM ALL INSTALLATIONREQUIREMENTS WITH THEMANUFACTURER. TOP COATIRCFLOOR DRAINDRAIN EXTENSION AS REQUIREDFOR DECK THICKNESSTOPPING SLABCLAMP RINGGROUT SETWEEP OPENINGSFLOOR FRAMING PER STRUCT.DWGS.DRAIN PIPE PER PLUMBINGPLANNOTES:AFTER PAINT REMOVAL PRIME AND COAT BARE METAL IMMEDIATELY AND PRIOR TO ANY RUSTFORMATION.BONDARIZED WALLFLASHING HEEL - WITHFULLY SOLDERED JOINTS -SEEBONDARIZED 'L' METALFLASHING, SEE DETAILSBONDARIZED INSIDECORNER FLASHING -WITH FULLYSOLDERED JOINTSBONDARIZED WALLFLASHING HEEL - WITHFULLY SOLDERED JOINTS- SEE EDGE-TO-WALLTRANSITION DETAIL10-BONDARIZED DOOR PANFLASHING - WITH FULLYSOLDERED SEAMS - SEE3AD-52.06-BONDARIZED OUTSIDECORNER FLASHING -WITH FULLY SOLDEREDJOINTSDECK EDGE SEE DETAIL3-10-10-10-EXT. WALKWAYS AT CORRIDORSTYPICAL FLASHING TRANSITIONSWALL TO DECK FLASHINGDECK EDGE AND GUTTERDECK DRAINDECK FLASHING AT DOOREXTERIORDECK W/ CONC.TOPPING SURFACEAD-56SADDLE FLASHING ASSEMBLY (WALL FLASHING TO DECK EDGE METAL)CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A432186121016152019182423221721-----------06-21-23 NON-COMBUSTIBLE EXTERIORCEMENT PLASTER O/ WIRE LATH O/W.R.B.1x PLASTER STOP O/ FLASHINGO/ W.R.B.FIRE RETARDANT TREATED RIM BEAMOR MULTIPLE JOISTS, TYP. - SEESTRUCTURAL DRAWINGSSHEATHING MAY OCCURNON-COMBUSTIBLE SPECIFIED T.P.O.ROOFING SYSTEMROOF FRAMING AND SHEATHING PERSTRUCTURAL DRAWINGS, FRAMINGAND PLYWOOD SUBSTRATE TO SLOPEAS SHOWN ON ARCHITECTURAL ROOFPLAN ( 1/4" : 1'-0" MINIMUM )GSM "COPING" FLASHING3-MINIMUM 5/8" FIRE RETARDANTTREATED EXTERIOR GRADEPLYWOOD WALL SHEATHING BEHINDROOFINGTOP OF PARAPET PEREXTERIOR ELEVATIONSROOF SIDE2x SOLID BLOCK BETWEEN TRUSSTOP CHORD, BLOCK ALL AROUND2x8 P.T. CURB ALL AROUND.PAINTED GSM STATIC AURA TYPEATTIC VENT, SIZES AND LOCATIONSAS SHOWN ON THE ROOF PLAN4"5"SPECIFIED T.P.O. ROOFING SYSTEMROOF FRAMING AND SHEATHING PERSTRUCTURAL DRAWINGS, FRAMINGAND PLYWOOD SUBSTRATE TO SLOPEAS SHOWN ON ARCHITECTURAL ROOFPLAN ( 1/4" : 1'-0" MINIMUM )GSM "CURB" FLASHING MOUNTEDFLASHING FLANGE WITH DRIP,PAINTED.CORROSION RESISTANT SHEETMETAL SCREW, SEAL WATER TIGHTSTAINLESS STEEL SCREW WITHWATERTIGHT WASHER AT 12" O.C.MINIMUM TWO PER SIDEFOR ADDITIONAL INFORMATION SEE DETAIL4-HIGHEST POINT OF ROOFSEE ROOF PLANCOPING LAP BUTT JOINT6" A L LOW 1 / 2 " E X P A N S I O N JO I N T A T 1 0 ' - 0 " C E N T E R S6"1'-0" PLUS COPING WIDTHPREFABRICATED CORNER COPINGBACKUP AND/ORCOVER PLATESA L LOW 1 / 2 " E X P AN S ION JO IN T A T 1 0 ' - 0 " C EN T E R S BACKUP and/orCOVER PLATES6"6"6"FOR ADDITIONAL INFORMATION SEE DETAILCORNER COPING LAP BUTT JOINT8" OR MINIMUM REQUIRED BY ROOFING MANUF.STAIR LANDING FRAMING PERSTRUCTURALT.P.O. ROOFING INSTALL PER MANUF.REQUIREMENTS. RUN UP AND OVERCURBROOF SHEATHINGROOF TRUSSES BY OTHERSFIRE BARRIER AT EXIT ENCLOSURE-SEE PLAN FOR FIRE RATING2-&GSM COPING FLASHING NOTES1.GSM "ROOF" FLASHING SHALL BEFABRICATED FROM G90 COATEDSTEEL.2.ALL FLASHING SEAMS, LAPS ANDJOINTS SHALL BE SEALED.3.CORNER COPINGS SHALL BE SHOPFABRICATED AND SOLDEREDWATERTIGHT.4.PROVIDE CONTINUOUS WOODBACKING THAT IS SLOPED 1" : 1'-0" TOTHE ROOF SIDE.5.EXTEND THE TPO ROOFING UP OVERTHE TOP OF THE WALL UNDER METALCOPING, TYP.6.ON THE ROOF SIDE, COPINGS AREFASTENED THROUGH OVERSIZED ORSLOTTED HOLES.7.ON THE SIDE AWAY FROM THE ROOF,CLEATS FASTENED AT 18" O.C. WITHCORROSION RESISTANT FASTENERS.8.FASTENERS ARE NOT ALLOWED ATSLOPING HORIZONTAL SURFACES.9.USE BUTT JOINT WITH BACKUP PLATEAT COPING WIDTHS UP TO 18". SEESMACNA TABLE 3-1, JOINT J210.USE BUTT JOINT WITH COVER ANDBACKUP PLATES AT COPING WIDTHSOVER 18". SEE SMACNA TABLE 3-1,JOINT J5.3" PLUS REQUIRED SLOPE 3"VERIFY WALL WIDTHSLOPE TOP OFCOPING AT1" : 1'-0" MINIMUMGSM "COPING" FLASHING; USE 22 GA.TO 12" COPING WIDTH, 20 GA. OVER12" COPING WIDTH. SEE FLASHINGNOTES ABOVE.STAINLESS STEEL SCREW WITHWATERTIGHT WASHER AT 24" O.C.22 GA. GSM CLEATSIDE AWAY FROMTHE ROOFWOOD BACKINGROOF SIDE546&7PER GSM "COPING" FLASHINGSOLDER MITERED CORNERSWATERTIGHT9103"SPECIFIED T.P.O. SYSTEMFRAMING, BLOCKING, ROOF TRUSSAND SHEATHING PER STRUCTURALPLANSVERIFY EQUIPMENT SIZE ANDREQUIRED CLEARANCES WITHEQUIPMENT MANUFACTURER,EQUIPMENT PER M.P.E. PLANSMIN. 8" ABOVE HIGHEST ADJACENT ROOF 22 GA. GSM "CAP" FLASHING, ALLSEAMS SHALL BE FLAT LOCKSOLDERED O/ ROOFING MEMBRANESWEAT SHEET O/ PLYWOODCRICKET REQUIRED AT HIGHSIDE OF ROOF PLATFORM IFWIDTH IS GREATER THAN 30"SLOPE PER ROOF PLAN1/4" : 12" MINIMUMVERIFY AND COORDINATE ALL BUILT-UP ROOFING DETAILS WITH MANUFACTURER AND INSTALL IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS FOR WARRANTY SPECIFIED2x PLATFORM FRAMING ANDCONNECTIONS TO SUPPORTS BELOWPER STRUCTURAL PLANSMASON INDUSTRIES TYPE SR SPRINGISOLATOR HAVING 1" OF STATICDEFLECTION. VERIFY QUANTITY ANDPLACEMENT REQUIRED. SET IN A BEDOF SEALANT.4" MAXIMUM PENETRATION OPENING TO BE 1"WIDER AND TALLER THAN THESCUPPER TO ALLOW 1/2" WIDESEALANT JOINT ON ALL SIDES OFBETWEEN SCUPPER AND COLLARFLASHINGPROVIDE 1/4" ROLLED OR ANGLEDSTUCCO GROUND EDGE TO PERMITPLASTER TO KEY UNDERNEATH THEEDGESCUPPER AND OVERFLOW GSM "COLLAR" FLASHING,EXTERIOR SIDE AWAY FROM ROOFINTEGRAL 7/8" STUCCO SCREED ALLFOUR SIDES, TYPICAL4"6"4"4-FOR ADDITIONAL INFORMATION SEE DETAILGSM "SCUPPER AND OVERFLOW"FLASHING, SET IN PLY OF SEALINGMASTICROOF FRAMING AND SHEATHING PERSTRUCT. DRAWINGS, FRAMING ANDPLYWOOD SUBSTRATE TO SLOPE ASSHOWN ON ARCHITECTURAL ROOFPLAN (1/4" : 1'-0" MINIMUM )SPECIFIED TPO ROOFING SYSTEMSEE PLAN FOR FLOOR / CEILING ASSEMBLY WALKING PADNOTE:1. NO FASTENERS SHALL PENETRATE THE ROOFING MEMBRANE.UNI-STRUT(SPECIFIED) WALK PAD AT PIPES ORCONDUIT UP TO 1" DIAMETER OR 1/2"THICK RUBBER WALK PADS ASDISTRIBUTED BY THE MEADOWS CO.AT PIPES AND CONDUITS GREATERTHAN 1" DIAMETER.PIPE OR CONDUITMETAL STRAP WITH SCREWSATTACHED TO ALLOW FORMOVEMENT OF PIPING4x4 MINIMUM REDWOOD BLOCKINGSPACED AT 6'-0" O.C. - FIELD VERIFY(2) DABS OF ROOF CEMENT PLACEDBETWEEN BLOCK AND PAD2" MIN.2"MIN.6" MIN.2" MIN.2"MIN.6" MIN.4-6-NOTE:LAP ALL FLASHING AND THE WATER RESISTANT BARRIER IN WEATHERBOARD FASHION.3-PARAPET FLASHING ASSEMBLY PART ICRICKET SLOPE1/4" : 12" CRICKET SLOPE1/4" : 12"1 21/32"VERIFY 4 "4" 1 1 1 / 3 2 " M I N . L A P S L O P E 1 " : 1 ' - 0 " 1"6"4"1"ROOF SIDE4"6"1GSM "INSIDE CORNER" FLASHING, LAPROOFING AS DETAILED AND EXTENDTO TOP OF LOW PARAPET WALLTPO ROOFING, UP BACK OFLOW PARAPET WALL ANDONTO TOP OF WALL. SEEDETAILSPECIFIED TPO ROOFING SYSTEM23TPO ROOFING O/ GSM "INSIDECORNER" FLASHING AND TPOROOFING SYSTEMFLASHING, 2" MIN. LAP O/ ROOFINGCAP SHEET4GSM INTEGRALSTUCCO SCREED ALLTHREE SIDES, SEE DETAIL5ONE PIECE SOLDEREDGSM "SADDLE"FLASHING, SEE DETAIL6GSM "SPRING-LOK"FLASHING, SEE DETAIL89GSM "COPING" FLASHINGEXTEND BACK TO GSM"SADDLE" FLASHING,SEE DETAIL111x PLASTER STOPROOF SIDE8"6SOLID BLOCKING OR SHEATHINGREQUIRED BEHIND 1" MINIMUM ANDBEYOND COPING FLANGE.12-PARAPET FLASHING ASSEMBLY PART IIIPARAPET FLASHING COMPLETED ASSEMBLYPARAPET FLASHING ASSEMBLY PART IIPARAPET FLASHING ASSEMBLY PART IVROOF SIDEROOF SIDESLOPE TO MATCHGSM "COPING" FLASHING,SEE DETAILEXTERIOR SIDE3/8"3/8"V E R I F Y EXTERIORSIDE4"W.R.B., TUCK UNDER FLASHING 3"MINIMUM. CONTINUE WEATHERBOARDINSTALLATIONEXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B.12-102" MIN.-279" WIDE S.A.F., PROVIDE SOLIDBLOCKING BEHIND S.A.F. IFSHEATHING IS NOT REQUIREDGSM "SADDLE" FLASHING BLOCKINGVARIES 1 "GSM "COPING" FLASHINGV E R I F Y 6 " 6 "PROVIDE 1/4" ROLLED OR ANGLEDSTUCCO GROUND EDGE TO PERMITPLASTER TO KEY UNDERNEATH THEEDGEGSM INTEGRAL STUCCO SCREED3--4"7/8"4"WIDTH PERPLAN + 1"4"5"WIDTH PERPLAN + 1"4"5"6" 4"6" LAP SCUPPER OPENINGSCUPPER WIDTHPER PLANWIDTH OF SCUPPERPLUS 2"1'-10"4"ELEVATIONVERIFYDRAIN LEADERMINUS 1/4"PROFILE1"1'-2"1"EQLEADER SIZEPLUS 1"1"EQ(2" MAX.)2"INSERT CONDUCTOR HEAD INTODRAIN LEADEREQLEADER SIZEPLUS 3/8"GSM DRAIN LEADER SUPPORT BANDPROVIDE AT FLOOR LINE AND ATMID-FLOOR TYPICAL, 6'-0" O.C. MAX.ATTACH BAND WITH STAINLESS STEELSCREW WITH WATERTIGHT WASHER;PRE-DRILL AND FILL HOLE WITH CAULKGSM DRAIN LEADER, PRIME ANDPAINT. SIZE AS INDICATED PER PLAN.GSM CONDUCTOR HEAD, PRIME ANDPAINT2x SOLID BACKING REQUIREDCONTINUOUS 1/2" BEAD OF SEALANTALL FOUR SIDES OF GSM "COLLAR"FLASHINGEXTERIOR CEMENT PLASTERSCUPPER OPENING6" 1/2" 1/2"GSM "SCUPPER AND OVERFLOW"FLASHING, ROOF SIDE1 "2- 1 11/32" MIN. LAP6-6"ALIGN2" HIGH OVERFLOW ALIGNED WITHTOP OF SCUPPER2"2"1 1/4"1 1/4"LINE OF WALL FINISH1"GSM "SPRING-LOK" FLASHINGLENGTH OF ROOF SIDE LEG SHALLEXTEND DOWN TO GSM "SPRING-LOK"FLASHING3/8"CEMCO # 66 EXPANDED FLANGECASING BEAD2 1/2"7/8"COPINGWIDTH + 3/4"4"ROOF SIDE1/4"1/4"1"8" MINIMUM 16-LAP ROOF MEMBRANE UNDERCLAMPING RING, TYPICAL4'-0"1'-0"NOTES:1.SEE PLUMBING DOCUMENTS FORSPECIFIED ROOF AND OVERFLOWDRAINS, DRAIN LEADERS ANDADDITIONAL INFORMATION NOTSHOWN HERE.2.STEEL FLASHING CLAMP AND UNDERDECK CLAMP SHALL BE USED ON ALLROOF AND OVERFLOW DRAINS.3.ROOFING MEMBRANE SHALL BEEXTENDED UNDER STEEL FLASHINGCLAMP.4.OVERFLOW DRAIN SHALL BE FITTEDWITH 2" HIGH SOLID WATER DAM.5.WHEN ROOFING INSTALLATION ISCOMPLETE, CONTRACTOR SHALLINSPECT AND TEST ALL ROOF DRAINSTO ASSURE THAT DRAINAGE SYSTEMIS NOT CLOGGED.8" MIN. (TYP.)1'-0"ROOF SIDE FACE OF PARAPET ORCURB WHERE OCCURSSECTIONSPECIFIED TPO ROOFINGSYSTEMROOF SHEATHING AND TRUSS PERSTRUCTURAL DRAWINGS2x SUPPORT FRAMING AT ROOF DRAINDEPRESSIONROOF OVERFLOW DRAIN2" HIGH SOLID WATER DAM ATOVERFLOW DRAINPRIMARY ROOF DRAIN2'-0"1'-0"PLAN2'-0"1'-0"LAP BASE AND CAP SHEET3" MIN. ONTO SILL PLATEMETAL DOOR FRAME 4 SIDESDOOR SEAL "PEMKO" S88D ALL 4SIDES, OR APPROVED EQUALHOLLOW METAL DOOR PER DOORSCHEDULEHOLLOW METAL DOOR FRAME ALL4 SIDES PER DOOR SCHEDULETHRESHOLD PAN SETIN CONTINUOUS BEDOF ROOF CEMENTDOOR BOTTOM "PEMKO" 3452DV ORAPPROVED EQUAL, SEAL TO DOOR2x SOLID BACKING REQUIRED AT S.A.F.WHEN SHEATHING NOT PROVIDEDSHEATHING MAY OCCURW.R.B. O/ 4" J-SERIES CASING BEADO/ S.A.F.1/2"MINDOOR SEAL "PEMKO" S88D ORAPPROVED EQUAL1"FRAMING PER STRUCTURAL1-HR RATED WALL PER PLANHOLLOW METAL DOOR FRAMEPER DOOR SCHEDULE3-COAT STUCCO SYSTEM O/ METALLATH O/ W.R.B.WRAP S.A.F. INTO JAMB AND DOWN O/DOOR FLASHING PAN AND "L" METALBACKER ROD & SEALANTJAMBTHRESHOLD1/2" MIN 5"4-FOR ADDITIONAL INFORMATION SEE DETAIL22-FLAT STOCK METAL FLASHING ATJAMB ON HOLLOW METAL DOOR, TYP.2"TPO COVER STRIP1'-6"2'-0"2'-0"EXTERIOR CEMENT PLASTER O/WIRE LATH O/ W.R.B.SHEATHING MAY OCCURROOF FRAMING AND SHEATHINGPER STRUCTURAL DRAWINGS,FRAMING AND PLYWOODSUBSTRATE TO SLOPE AS SHOWNON ARCHITECTURAL ROOF PLAN ( 1/4" : 1'-0" MINIMUM )SPECIFIED T.P.O. ROOFING SYSTEMHB ANCHOR AT EA STUD TO FLATBLOCKROOF JOIST PER PLANGSM SCUPPER & DOWNSPOUTREFER TO STRUCTURAL FORPARAPET FRAMINGTOP OF PARAPET PEREXTERIOR ELEVATIONS19AD-61.1SLOPE1/2" : 1'-0"FOAM SHAPED BEYONDS.A.F.SLOPE23AD-61.15/8" TYPE 'X' GYP. DB AT 2-HOURCONDITIONSHATCH INDICATES FIRE RETARDANTTREATED FRAMING, TYP. - SEESTRUCTURAL DRAWINGS16 & 20AD-24.1TYPE IIIA CONSTRUCTION:1-HOUR OR 2-HOUR FIRERATED EXTERIOR WALL. SEESHEETS A0-11 THROUGH A0-25ADDITIONAL LAYER OF 5/8" TYPE 'X'GYP. DB AT 2-HOUR CONDITIONS5/8" TYPE 'X' GYP. DBTPO ROOFING DETAILSAD-61.0PARAPET FLASHING, CAP SHEET2PARAPET614GSM SCUPPER & OVERFLOWROOF DRAIN & OVERFLOWDOOR AT ROOFMECHANICAL PLATFORM11LOW PARAPET FLASHING @ HIGH PARAPET WALL15GSM COPING FLASHING8GSM "SADDLE" FLASHING & INTEGRAL STUCCO SCREED4316222324ATTIC VENTPIPE CONDUIT SUPPORTCONDUCTOR HEAD & DOWNSPOUTCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A5A06-21-23 TOTAL RISE FIELD VERIFY68°9 29/32" TYP PROJECTED TREAD(5" MIN)9" TREAD WIDTH(7" MIN)1'-11"1'-8"34" MIN38" MAXTOTAL RUNPER MFR TABLE6'-8" MINHEADROOMTOTAL RISEFIELD VERIFY7'-6" MINHEADROOM 3'-6" MIN7'-6"OPENING3'-0"OPNG7 11/32" TYP RISER(9-1/2" MAX)10 1/2" TYP TREAD(8-1/2" MIN)3'-6" MIN HIGHGUARD BEYOND2'-0" HIGHLOW WALL DURA BLOK - PER MECHANICAL* VERIFY EQUIPMENT SIZE ANDREQUIRED CLEARANCES WITHEQUIPMENT MANUFACTURER****2" SQUARE G90 GALVANIZEDUNI-STRUT RAILS, TYPICAL. RAILSCENTERED ON COMPRESSORMOUNTING HOLES2" SQUARE G90 GALVANIZEDUNI-STRUT RAILS, TYPICAL. RAILSCENTERED ON COMHVAC COMPRESSOR PERMECHANICAL PLANS±7/16" CARRIAGE BOLT. LENGTH ASREQUIRED.2" SQ x 1/2" THICK RUBBER WASHERST & B.FOR ADDITIONAL INFORMATION SEE DETAILSPECIFIED T.P.O. SYSTEM O/ ROOFFRAMING AND SHEATHING PERSTRUCTURAL DRAWINGS; FRAMINGAND PLYWOOD SUBSTRATE TO SLOPEAS SHOWN ON ARCHITECTURAL ROOFPLAN (1/4" : 1'-0" MINIMUM )FOR ADDITIONAL INFORMATION SEE DETAIL4-SLOPE22 GAUGE GSM COUNTER FLASHING.FIELD VERIFY DIMENSIONS ANDCONDITIONS. SHOP FABRICATE ANDSOLDER ALL SEAMS.STAINLESS STEEL DRAW BANDGSM "COPING" FLASHING O/ BUILT-UPROOFING BASE SHEET ASPRESCRIBED BY SPECIFIED BUILT-UPROOFING MANUF. SUBSTRATE TOSLOPE 1" : 1'-0", AWAY FROM VENTPENETRATIONT.P.O. SYSTEM O/ PLYWOODSHEATHING AND PARAPET WALL -INSTALL PER MANUF. SPECS.TRASH CHUTE VENTFIRE BARRIER AT SHAFT, SEEBUILDING PLAN FOR FIRE RATINGSEALANT TO BE APPLIED AROUNDAND BETWEEN TRASH CHUTE VENTAND TOP OF COUNTER FLASHINGSUBSTRATE SLOPE1" : 12"4-WIRE MESH SCREEN OVER VENTOPENINGSTAINLESS STEEL SCREWS WITHWATERTIGHT WASHERSINSULATED CONDENSER LINESGSM "COPING" FLASHING3A-D61CUT OPENING 1/2" WIDER THANCONDENSER LINESPECIFIED T.P.O. ROOFING SYSTEMSEAL WITH ROOFING MANUF.RECOMMENDED ROOFING CEMENTVE R I F Y SLOPE2 : 1TPO CLAD "HOOD" FLASHING,WEATHER BOARD LAP WITH TPOROOFING MEMBRANEOPENING SHALL BE 2" LARGER THANCONDENSER LINESLOPE1" : 1'-0"SLOPE PER ROOF PLAN1/4" : 12" MINIMUMVERIFY AND COORDINATE ALL BUILT-UP ROOFING DETAILS WITH MANUFACTURER AND INSTALL IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS FOR WARRANTY SPECIFIED www.bilco.comCRICKET SLOPE1/4" : 12"HATCHOPENING CRICKET SLOPE1/4" : 12"HATCHDOORCRICKET REQUIRED AT HIGHSIDE OF ROOF PLATFORM IFWIDTH IS GREATER THAN 30"WHEN INSTALLED ON A SLOPE, THEHINGE SIDE MUST RUN PARALLELWITH THE SLOPE. IF SLOPE EXCEEDS30°, ADVISE FACTORY FORMODIFICATION.SPECIFIED T.P.O. ROOFING SYSTEM O/CONTINUOUS CANT. INSTALLED PERMANUFACTURER'S SPECIFICATIONS.FRAMING, BLOCKING, ROOF TRUSSAND SHEATHING PER STRUCTURALPLANSBIL-CLIP FLASHING SYSTEMBILCO SINGLE LEAF ROOF ACCESSHATCH TYPE F-50T OR APPROVEDEQUAL. 4' x 4' UNLESS NOTEDOTHERWISEROOF DRAIN LOCATION PER PLANCRICKET SLOPE CONSTANT AT 1/4" : 12"ROOF SUBSTRATE SLOPEFLOW LINE ANGLE MIN.1/4" : 12"45°3/8" : 12"33.5°1/2" : 12"26.5°3/4" : 12"18.5°FLOW LINE ANGLE MIN. SEE TABLEABOVECRICKET FLOW L INECRICKETSLOPE 1/4" : 12"ROOF SUBSTRATE SLOPE PER TABLECRICKETSLOPE 1/4" : 12"ROOF FRAMING AND SHEATHING PERSTRUCTURAL DRAWINGS, FRAMINGAND PLYWOOD SUBSTRATE TO SLOPEAS SHOWN ON ARCHITECTURAL ROOFPLAN ( 1/4" : 12" MINIMUM )SPECIFIED T.P.O. ROOFING SYSTEMROOF SUBSTRATESLOPE PER TABLESECTION AA -CRICKET, SLOPE 1/4" : 12"PARAPET WALLPLAN:CRICKET AT WALLCRICKET SLOPE 1/4" : 12" ROOF SUBSTRATE SLOPE PER TABLECRICKETSLOPE1/4" : 12"CRICKET TO BE INSTALLED ON RIDGESIDE OF ANY CHIMNEY ORPENETRATION GREATER THAN 30" ASMEASURED PERPENDICULAR TO THEROOF SLOPEGREATER THAN 1'-8"PLAN:CRICKET AT ROOF PENETRATIONCHIMNEY OR ROOF PENETRATIONPARAPET WALL16-CRICKET FLOW LINECRICKET FLOW LINECRICKETSLOPE 1/4" : 12"PER PLANSLOPEPER PLANTROUGH2" SQUARE G90 GALVANIZEDUNI-STRUT RAILS, TYPICAL. RAILSCENTERED ON COMPRESSORMOUNTING HOLESSPECIFIED T.P.O. SYSTEM O/ ROOFFRAMING AND SHEATHING PERSTRUCTURAL DRAWINGS; FRAMINGAND PLYWOOD SUBSTRATE TO SLOPEAS SHOWN ON ARCHITECTURAL ROOFPLAN (1/4" : 1'-0" MINIMUM )SLOPEPER PLANTRUSSES BY OTHERS2X BLOCKINGPER STRUCTURALFOR ADDITIONAL INFORMATION SEE DETAIL4-TROUGHPER STRUCTURAL OR RECOMMENDED BY ROOFING MANUF.2" SQUARE G90 GALVANIZEDUNI-STRUT RAILS, TYPICAL. RAILSCENTERED ON COMPRESSORMOUNTING HOLESSUPPORT POSTPER STRUCTSPECIFIED BUILT-UP ROOFINGSYSTEM O/ ROOF FRAMING ANDSHEATHING PER STRUCTURALDRAWINGS; FRAMING AND PLYWOODSUBSTRATE TO SLOPE AS SHOWN ONARCHITECTURAL ROOF PLAN (1/4" :1'-0" MINIMUM )SLOPEPER PLANSTEEL PLATEPER STRUCTTRUSSES BY OTHERS2X BLOCKINGPER STRUCTURAL24 GA. G.S.M. DRIP EDGEFLASHINGEXTERIOR PLASTERS.A.F.CASING BEADGUTTERCORRIDORUNITSLOPE TO DRAIN PER PLANSROOF FRAMING PERSTRUCTURAL DRAWINGSNON-COMBUSTIBLE FRAMINGUNISTRUT SYSTEMVERIFY ATTACHMENTREQUIREMENTS WITHSTRUCTURAL - PROVIDEFLASHING/WATER PROOFING ATROOF PENETRATION1'-6"15-TPO ROOFINGROOF BD. PER TPO MANUF.LAP OVER WALL PERMANUF.TPO ROOFINGROOF BD. PER TPO MANUF.TPO ROOFINGFLOW LINE MINIMUM ANGLE, SEETABLE ABOVESTRIP FLASHING, 5 COURSEAPPLICATIONTAPERED EDGE STRIPBASE SHEET EMBEDDED IN HOTASPHALT, TURN DOWN FACE OFBLOCKING, DO NOT ADHERE TOFACE OF BLOCKINGCONTINUOUSCLEAT24 GA. G.S.M.GRAVEL STOP.PRIME BOTH SIDES,SET IN CONT. 1/8"THICK BED OFPLASTIC ROOFINGCEMENT, FASTENAT 4" O.C. IN 2STAGGERED ROWSEXTERIOR PLASTERS.A.F.CASING BEADASPHALTCOMPATIBLESEALANT AT ROOFTERMINATION7 1/4" MAX.3" DIA. VENT HOLESAT 30" O.C. TO VENTSPACE BETWEENJOISTSSLOPEPER PLANTAPERED 2X STRIPPINGPERPENDICULAR TOTRUSSES FOR SLOPES UP TO2X8 HIGHSLOPEPER PLANROOF FRAMING PERSTRUCTURALSLOPEPER PLANWHERE CRICKET EXCEEDS 2X8 HIGH USE2X4'S AT 24" ON CENTER SUPPORTED BYCRIPPLE WALLS AT 6 FEET ON CENTER.CRIPPLE WALLS MUST BE LOCATED OVERA ROOF TRUSS.3" CLEARR-30 BATTNOTE: AREA SEPARATION WALLS MUST EXTEND THROUGHSUPERCRICKET. PRIMARY ROOF SHEATHING MUST RUN THROUGH. FIRERETARDANT PLYWOOD SHEATHING ON BOTH SIDES OF THE FIREWALL,4' U.N.O. , SEE ROOF PLAN.PARAPET WALL4AD-61.0ATTIC VENTGSM GUTTERGSM DOWNSPOUTSPECIFIED T.P.O.ROOFING SYSTEMSLOPE1/2" : 1'-0"FOR INFORMATION NOT SHOWN SEE DETAIL19-SPECIFIED T.P.O.ROOFING SYSTEMSLOPE1/2" : 1'-0"2'-7 3/4"1'-3 11/16"1'-2 3/16"EQEQ3" x 1/150 = XX = 450 SQ IN450 SQ IN / 14.187" = 31.75"THEREFORE,PROVIDE 3" DIAMETER HOLES AT 30" O.C.1 1/2" MIN TPO ROOFING DETAILSAD-61.1UNISTRUT / ROOF TROUGHEAVE AT HIGH ROOFTRANSITION AT STEP9CONDENSER LINE FLASHING12TRASH CHUTE VENT CAP10ROOF HATCHROOF CRICKETS1215843UNISTRUT @ ROOF TROUGHUNISTRUT SUPPORT13DURA BLOCKCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A1618OVERFRAMED CRICKETSALTERNATING TREAD DEVICE1923PARAPET COPING EDGEGUTTER @ PARAPET COPING06-21-23 216511101615141712VENT THROUGH ROOFNON-RATED ATTIC ACCESSRAKE TO WALL DIVERTER2X FASCIAROOF UNDERLAYMENTLAP UP WALLEDGE METAL26 GA GALV MTL ROOFTO WALL FLASHING PANNO PENETRATIONS TOOCCUR IN PANEXTEND PAN 2" PASTEAVE CUT, TUCK BACKUNDER PAN AND SEALWEEP SCREED'J' METALNOTES: GUTTER NOT SHOWN FOR CLARITYGYP. BD. CEILING1/2" PLYWOODGYP. BD. (THICKNESS TO MATCHCEILING GYP. BD.) ATTACH TO1/2" PLYWOOD3/4"3/4"PROVIDE GYP. BD.J-MOULD AT PERIMETEROF GYP. BD. PANEL5/8" GYP. BD. AROUNDPERIMETER OF OPENINGOPENING SIZEPER PLANPROVIDE GYP. BD.J-MOULD AT PERIMETEROF OPENING8"201819ROOF TILE-EAVE ROOF TILE-TIGHT RAKERIDGE OR HIP TILENAILER PER TILE MFG.ROOF TILE - SEE ROOF PLAN -INSTALL PER MFGR.ROOF UNDERLAYMENTUNDER AND OVER NAILERROOF SHEATHING PER STURCTURALROOF FRAMINGNOTES: 1. REFER TO TILE MFGR. SPECIFICATIONS FOR INSTALLATION OF TILE REQUIREMENTS 2. PROVIDE NAILING AND WIND CLIPS PER MFGRS. INSTALLATIONROOF TILE-RIDGE/HIPROOF TILE-VALLEYNOTE: NO PENETRATIONS TO OCCUR THRU VALLEY FLASHING36" M IN . 1/8" CRIM P 26 GA. GALV. MTL. VALLEYFLASHING. INSTALL PERROOFING MFGR. LAP ANYJOINTS 6" MIN & SEAL.ROOF TILE - SEE ROOF PLAN - NOFASTENERS IN VALLEY FLASHINGROOF SHEATHING & FRAMINGPER STRUCTURAL DRAWINGSROOF UNDERLAYMENT UNDERVALLEY FLASHING WEAVEACROSS VALLEY MIN. 12" EACHSIDE36" WIDE 72 POUND UNDERLAYMENTCENTERED ALONG LENGTH OFVALLEY2X3 BARGE BOARD2X2 SPACEREDGE DRIP METALSEAMLESS ALUMINUMPREFINISHED 4" OGEE GUTTERWHERE OCCURS, SEE ROOFPLAN2x BLOCKINGW.R.B.SHEATHING MAY OCCURFRAMING PER STRUCTURALTRUSS HEEL MAY VARY SEE ROOFPLAN/ ELEVATIONSROOF SHEATHING PER STRUCTURALROOF UNDERLAYMENT LAP OVEREAVE RISERBATTENS PER TILE MFGR.EAVE RISER WITH WEEP HOLESPER ROOF TILE MFGR.STARTER BOARDPER ROOF PLAN3-COAT STUCCO SYSTEMO/ W.R.B.ROOF TILE - SEE ROOF PLAN -INSTALL PER MFGR.ROOF TILE - SEE ROOF PLANINSTALL PER MFGR.BATTENS PER TILE MFGR.PROVIDE 2X4 CRIPPLERS @ 24"O.C. FOR LATH SUPPORT ATRAKE ENDS OR GABLE ENDTRUSS2X4 FLAT AT 24" O.C.RETURN (2) TRUSS BAYSROOF UNDERLAYMENTLAP DOWN BARGE BOARD 1"ROOF SHEATHING PERSTRUCTURALEDGE METALW.R.B.SHEATHING MAY OCCURFRAMING PER STRUCTURALPER ROOF PLAN3-COAT STUCCO SYSTEMO/ W.R.B.REFER TO DETAILFOR ALL INFO.NOT SHOWN HERE.3-ROOF TILE-RAKE2x4 FASCIA BOARD33x8 BARGE BOARD7RADIANTBARRIERRADIANT BARRIER22" X 30" HM. ACCESS PANEL WITH PLYCO W-1424 LOUVER 6"ROOF TRUSSES @ 24" O.C.REFER TO STRUCTURAL18 GA. GALV. MTL. FLASHING,PAINTEDSEALANT1 1/2" H.M. ACCESS PANELPROVIDE PERIMETERWEATHER SEAL GASKETSWITH NON-COMBUSTIBLE METALEMBER RESISTANT MESHSCREEN -1/6" TO 1/8" MAX(2) 2X BLOCKING @ ACCESPANEL FRAMEHEAT WELDED TPO MEMBRANE(2) 2X BLOCKING @ ACCESS PANELFRAME CONDITIONROOFING AND ROOF ASSEMBLY PERPLAN AND DETAILMORTAR FILL18 GA. GALV. MTL. SILLFLASHING, PAINTEDTPO ROOF MEMBRANE O/ 1/4" DENS DECKO/ 1" THICK APPROVED RIGID INSULATIONO/ PLYWOOD SHEATHINGATTIC ACCESS PANELPIANO HINGELATCH W/ TURN LOCK"PLYCO" NO.W-1424 VENT .LOUVER INSERT22" x 30" H.M. ACCESSPANELATTIC VENT LOUVER WITHNON-COMBUSTIBLE METALMESH SCREEN -1/6" TO 1/8"MAXATTIC ACCESS DOOR3AD-52SIM.TPO MEMBRANE3-COAT STUCCO SYSTEMO/ W.R.B.SEALANT & BACKER RODMCBGAL. MET. CAP FLSH'G OVER HIGH TEMP S.A.F.1X6 FIRE-RETARDANT TREATEDT&G WOOD STARTER BOARDS ATEXPOSED EAVES, FULL BODYSTAINEDRAKE SEAL - INSTALL PER MFR.SPECS.4'S' TILE-ROOF TO WALLROOF UNDERLAYMENT LAP UP WALL8" MIN WEATHERBOARD LAP W/ FIELDROOF FELT3-COAT STUCCO SYSTEM O/ W.R.B.2X BACKING AT GALV. MTL. FLASHINGBATTENS PER TILE MFGR.CONCRETE 'S' ROOF TILEINSTALL PER MFGR.ROOF SHEATHING &FRAMING PER STRUCTSHEATHING MAY OCCUR'S' TILE-RAKE TO WALL3-COAT STUCCO SYSTEM O/ W.R.B.3"PER TILE MFGR. (5 1/2")2X BACKING AT GALV. MTL. FLASHINGCONCRETE 'S' ROOF TILEINSTALL PER MFGR. (NO NAILPENETRATIONS INTO FLASHING PAN)SHEATHING MAY OCCURWEEP SCREED 'J' METAL O/ Z BAR26 GA. GALV. MTL. "Z" BAR FLASHINGO/ S.A.F. PRIME & PAINT TO MATCHSTUCCOROOF UNDERLAYMENT LAP UP WALL 8" MIN.BATTEN EXTENDERS PER TILE MFGR DO NOTPENETRATE FLASHING PANROOF AND WALL FRAMING PER STRUCT.ROOF SHEATHING26 GA. GALV. MTL. ROOF TO RAKE WALLFLASHING PAN. NO PENETRATIONS TOOCCUR THROUGH FLASHING PAN1X6 BACKER BOARD3"MIN.3"PER TILE MFGR.26 GA. GALV. MTL. "Z" BAR FLASHINGO/ S.A.F. PRIME & PAINT TO MATCHSIDINGWEEP SCREED 'J' METAL O/ Z BAR1X6 BACKER BOARDCONCRETE FLAT TILEROOF DETAILSAD-61.2CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A06-21-23 «EXITTEXTVISUAL EXIT SIGNTACTILEEXIT SIGN18-EXIT DOORPROVIDE ON WALL AT EACH GRADE LEVEL EXTERIORPROVIDE ON WALL AT EACH EXIT DOOR THROUGH APROVIDE ON WALL AT EACH DOOR THAT LEADS DIRECTLY TO AGRADE LEVEL EXTERIOR EXIT DOORPROVIDE ON WALL AT EACH EXIT DOOR THAT LEADSDIRECTLY TO A GRADE LEVEL EXTERIOREXIT DOOR BY MEANS OF A STAIRWAYPROVIDE ON WALL AT EACH EXIT DOOR THAT LEADSDIRECTLY TO A GRADE LEVEL EXTERIOREXIT DOOR BY MEANS OF A RAMPPROVIDE ON DISCHARGE BARRIERWHERE STAIRS CONTINUE BELOW THE LEVEL OF DISCHARGEEXIT DOORHORIZONTAL EXITGENERAL NOTES:1.Finish and contrast shall comply with CBC Section 11B-703.5.12.Proportions shall comply with CBC Section 11B-703.5.43.Character height shall comply with CBC Section 11B-703.5.54.Raised characters and pictoral symbol signs shall comply withCBC Section 11B-703.65.Braille shall comply with CBC Section 11B-703.36.Mounting location and height shall comply with CBC Section11B-703.4.1VARIESVARIES60" MAX TO FINISH FLOOR48" MIN ABOVE FINISH FLOOR TOBASELINE OF LOWEST BRAILLE CELL INTERIOR STAIRDETAILS (STEELSTRINGER &PRE-CAST)AD-7121STAIR @ LANDING-TOP5STAIR @ LANDING-TOP1STAIR @ INT. LANDING2STAIR @ INT. LANDING610PRECAST STAIR - TYPICAL SIDE ELEVATIONTACTILE EXIT SIGNEXIT DOOR IDENTIFICATIONRAIL TO WALL1211MTL. GUARDRAIL / HANDRAIL843STAIR AT SLAB - BOTTOM161820222324STRINGER @ LANDINGHANDRAIL EXTENSIONSCANE RAILSTAIR BARRIERHANDRAIL @ WALLSTAIR IDENTIFICATION SIGN17CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ATACTILE WALL SIGNSTAIR @ INT. LANDINGAAAAAAAAA06-21-23 11"TYP RISER PER SECT 7" MAX1" TYP6"11" TYPTREAD RUNTYP RISER PER SECT 7" MAX1" TYP6"1WOOD STAIR AT LANDING - TOP2WOOD STAIR AT INT. LANDING3WOOD STAIR AT LANDING GUARDRAIL AT WOOD STAIR6 ⌀4STAIR LANDING AT WALL7NOT USED8STAIR AT FINISH FLOOR48" MIN.THE MAXIMUM SLOPE OFRAMPS ON ANACCESSIBLE ROUTESHALL BE NO GREATERTHAN 1 UNIT VERTICALIN 12 UNITS HORIZONTAL(8.33- PERCENT SLOPE)HANDRAILS SHALL BEPROVIDED AT EACHSIDE OF RAMPS WHENTHE SLOPE EXCEEDS 1UNIT VERTICAL IN 20UNITS HORIZONTAL(5-PERCENT SLOPE).12" MIN.12" MIN.TOP OF HANDRAIL 34" TO 38" ABOVE RAMP SURFACE 60" MINTOP LANDING SHALL NOT BELESS THAN 60 INCHES WIDE. TOPLANDINGS SHALL HAVE A MIN.LENGTH OF NOT LESS THAN 60INCHES INTHE DIRECTION OF RAMP RUN.11TYPICAL RAMP REQUIREMENTSEQ RISERS 7" MAX 4" 1/2 " 2" MIN.STEEL TUBE STRINGERAT EACH END OF STAIRPER STRUCT. DWGS2"x10" TALL TUBESTRINGERTOP RISER PER STAIR TREAD FABRICATOR. BOLTATTACHMENT THRU RISER FACE COUNTER SINK & PLUGWITH CEMENT TO MATCH RISERAT NON-RATED CONST. PROVIDE(1) LAYER 1/2" GYP. BD. UNDERSTAIR AT USABLE SPACE.11" MIN.TREADEQ RISERS 7" MAX SLAB PER STRUCT.2 1/2"x10" TALL TUBE STRINGERSTEEL TUBESTRINGER AT EACHEND OF STAIR42" HIGH GUARDRAIL PERINTERIOR DESIGNER4" 1/2 "VINYL PLANK PERINTERIOR DESIGNFLUSH MOUNT STAIRNOSE TO MATCHVINYL PLANK PERINTERIOR DESIGNVINYL PLANK PERINTERIOR DESIGNFLUSH MOUNT STAIRNOSE TO MATCHVINYL PLANK PERINTERIOR DESIGN12CURB AND HANDRAIL AT RAMP 12" MIN.12" MIN.TOP OF HANDRAIL 34" TO 38" ABOVE RAMP SURFACE TOP OF HANDRAIL 34" TO 38" ABOVE RAMP SURFACE TOP OF CURB 4" HIGH MIN. TOP OF CURB 4" HIGH MIN.11" MIN.TREAD3/4" FIRE RETARDANTTREATED PLYWOODOVER 1/4" BENT STEELPLATE, SECURE WITHSELF-TAPPING SHEETMETAL SCREWSANGLE PER STAIRMANUFACTURER3/4" FIRE RETARDANT TREATEDPLYWOOD OVER 1/4" BENT STEELPLATE, SECURE WITHSELF-TAPPING SHEET METALSCREWS1"2"MIN.3"42" MIN36" ABOVE NOSING 1-1/2" SQ. STEEL RAIL1-1/2" DIA STEEL HANDRAILHANDRAIL BRACKET AT EACHPOST1 1/2 " SQ. STEEL POST AT 48"O.C. MAX.1/2 " SQ. STEEL BALLUSTERSSPACED SO 4" SPHERE CANNOTPASS1-1/2" SQ. STEEL RAILPLYWOOD TREAD1-1/2" x 14" MDF SKIRT(2) 2X14 STRINGERS(2) 1/2 " Ø X 4 1/2 " LAG BOLTJ- MOLD5/8 " TYPE "X" GYP BD.17 STAIR GUARDRAIL / HANDRAILNo.Date DescriptionAD-71.1INTERIOR STAIRDETAILS (WOOD)No.Date DescriptionB2020-10-164TH PC SUBMITTALCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AAAA06-21-23 No.Date DescriptionAD-71.2STAIR DETAILSNo.Date DescriptionB2020-10-164TH PC SUBMITTALCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A06-21-23 SHEATHING MAY OCCUR3-COAT STUCCO SYSTEMO/ METAL LATH O/ WRBSTUD WALLINTERIOR FINISHSLSTUD WALLINTERIOR FINISH3-COAT STUCCO SYSTEM O/METAL LATH O/ WRB3-COAT STUCCO SYSTEM O/METAL LATH O/ WRBSTUD WALLINTERIOR FINISHAPPLIED FOAM TRIMSEE EXT. ELEVATIONSAPPLIED FOAM TRIMSEE EXT. ELEVATIONSAPPLIED FOAM TRIMSEE EXT. ELEVATIONS1 : 2BOND BREAKER AT STUCCO TO DRIPFLASHING7-7-WRBWEATHER RESISTIVE BARRIERMINIMUM 2-LAYERS FORTIFIBER 60 MINUTE SUPER JUMBO TEXSELF ADHERED FLASHINGFORTIFIBER FORTIFLASH BUTYL 30 MIL AT SILL,20 MIL AT HEAD AND JAMBS U.N.O.SAFBACKER ROD& SEALANTGENERAL NOTES1.VERIFY WINDOW INSTALLATION WITH WINDOW MANUFACTURER'S WRITTEN INSTRUCTIONS.PROVIDE FIELD MOCKUP OF WINDOW INSTALLATION FOR APPROVAL BY OWNER.2.UNLESS SUPERSEDED BY WINDOW MANUFACTURER, THE ROUGH OPENING SHOULD BE 1/2"GREATER IN WIDTH AND HEIGHT THAN THE NET FRAME SIZE OF THE WINDOW.3.VERIFY ROUGH OPENING IS SQUARE, PLUMB, AND LEVEL. WINDOW SILL TO BE SET UPON LEVELFRAMING SILL WITH CONTINUOUS SUPPORT.4.SUBSTRATES SHALL BE CLEAN , DRY, PRIMED AS REQUIRED, AND UNIFORM/SMOOTH PRIOR TOFLASHING APPLICATION.5.WANED LUMBER WILL NOT BE USED @ ROUGH OPENINGS LOCATIONS.6.FIELD VERIFY ALL DIMENSIONS PRIOR TO CUTTING AND INSTALLING FLASHING COMPONENTS.VERIFY MANUFACTURER REQUIREMENTS.7.PROVIDE MINIMUM 12" SOLID WOOD BACKING OR SHEATHING AT ALL SIDES OF OPENING TOSECURE FLASHING.8.ADHERE SELF ADHERED FLASHING TO CLEAN DUST FREE BACKING TYPICAL.9.USE CHEMICALLY COMPATIBLE PRIMERS, WRB, AND SEALANT AS REQUIRED BY MANUFACTURER.10.GSM TO BE MIN. 26 GA G90 GALVANIZED U.N.O.11.PROVIDE GSM SILL PAN AT STOREFRONT TO FLOOR CONDITION - SEE DOOR SILL PAN DETAILSFOR SIM. INFORMATIONLEGEND AND NOTES (APPLIES TO ENTIRE SHEET)WRB O/ SAF O/ GSM HEAD FLASHINGO/ SAF O/ CASING BEAD O/ SAFALUM. STOREFRONT SYSTEM -SEE WINDOW FLASHING DETAILEXTERIOR FACE BACKER ROD &SEALANTWEATHER RESISTIVE BARRIEREXTERIOR FACE BACKER ROD &SEALANTALUM. STOREFRONT SYSTEM -SEE WINDOW FLASHING DETAIL7-ALUM. STOREFRONT SYSTEM -SEE WINDOW FLASHING DETAILEXTERIOR FACE BACKER ROD &SEALANTNOFNAIL ON FLASHINGFORTIFIBER MOISTOP NEXTWRB BIBB O/ J-METAL CASING BEADO/ SAF O/ NOF O/ WRB (3 1/2" LEG)WRB O/ SAF O/ J-METAL CASINGBEAD O/ SAFSL1 : 2BACK DAM - TLS VINYL CORNERSET IN CONT. BEAD OF SEALANTW/ END JOINTS SEALEDBIBB12" WIDE NOF BIBB -EXTEND 12" BEYOND R.O.EA. SIDE"A" PIECEINSTALL TLS LABS 'A' PIECEAT CORNERS PER MANUF.GUIDELINES - SIZE 'A' PIECETO MATCH R.O. DEPTHSILL SAF MEMBRANE30 MIL SILL SAF -COMPLETELY COVER R.O.SILL; RUN PAST R.O. 6" MIN.EA. SIDE TO COVER 'A'PIECES; RUN 4" MIN.DOWNLEG"A" PIECEINSTALL TLS LABS 'A' PIECEAT CORNERS - SIZE 'A'PIECE TO MATCH R.O.DEPTHHEAD SAFHEAD SAF - COMPLETELYCOVER R.O. HEAD - EXTEND1" PAST JAMB SAF EA. SIDE;RUN 4" MIN. UPLEGJAMB SAFJAMB SAF - COMPLETELYCOVER R.O. JAMB - EXTENDTO 1" ABOVE BOTTOM OFNOF SILL BIBB AND 11"BEYOND R.O. HEAD - RUN 4"MIN. SIDELEGSTOREFRONTINSTALL STOREFRONTSYSTEM AND INNER BACKERROD & SEALANT PER MANUF.RECOMMENDATIONS -MAINTAIN MIN. 3/8" SEALANTJOINTCASING BEADINSTALL J- METAL CASINGBEAD (3-1/2" LEG) AT HEAD,JAMBS, AND SILL - MAINTAINMIN. 3/8" SEALANT JOINTBETWEEN CASING BEAD ANDSTORFRONTJAMB SAFINSTALL 9" WIDE JAMB SAF O/CASING BEAD LEG - ALIGN ATTOP AND BOTTOM WITHBASE JAMB SAFHEAD SAFINSTALL HEAD SAF O/CASING BEAD - EXTEND 1"PAST JAMB SAF EA. SIDEINSTALL EXTERIOR FACECONTINUOUS BACKER ROD& SEALANT AT SEALANTGAPSEALANTINSTALL 4" TALL GSM DRIPFLASHING O/ HEAD CASINGBEAD (OR O/ TOP OFHARDIE TRIM AT SIDINGCONDITION) - RUN FLANGE6" PAST DRIP ON EACHSIDE; PROVIDE CLOSEDENDS AT DRIP AND SOLDERALL SEAMSGSM DRIP FLASHINGINSTALL 12" WIDE SAF O/GSM HEAD DRIP FLANGE -RUN 1" PAST EDGE OFJAMB SAF ON EACH SIDEHEAD DRIP SAFINSTALL WRBAT INNER SEAL - MOISTOP SEALANT;AT EXTERIOR FACE - GE SILPRUF 2000 OR DOW CORNING 795WITH COMPATIBLE OPEN CELL BACKER ROD - 3/8" MIN.SEALANT JOINT WIDTHINNER SEAL BACKER ROD & SEALANTINNER SEAL BACKER ROD & SEALANTINNER SEAL BACKER ROD & SEALANTSTOREFRONT DETAILS(FLUSH CONDITIONS)AD-81NOT USED5SF WINDOW HEAD (STUCCO)1SF WINDOW JAMB (STUCCO)2NOT USED68NOTES3SF WINDOW SILL (STUCCO)NOT USED7CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A4STOREFRONT FLASHING - FLUSH CONDITION06-21-23 WRBWEATHER RESISTIVE BARRIERMINIMUM 2-LAYERS FORTIFIBER 60 MINUTE SUPER JUMBO TEXSELF ADHERED FLASHINGFORTIFIBER FORTIFLASH BUTYL 30 MIL AT SILL,20 MIL AT HEAD AND JAMBS U.N.O.SAFBACKER ROD& SEALANTGENERAL NOTES1.VERIFY WINDOW INSTALLATION WITH WINDOW MANUFACTURER'S WRITTEN INSTRUCTIONS. PROVIDE FIELD MOCKUP OF WINDOW INSTALLATION FORAPPROVAL BY OWNER.2.UNLESS SUPERSEDED BY WINDOW MANUFACTURER, THE ROUGH OPENING SHOULD BE 1" GREATER IN WIDTH AND HEIGHT THAN THE NET FRAME SIZEOF THE WINDOW.3.VERIFY ROUGH OPENING IS SQUARE, PLUMB, AND LEVEL. WINDOW SILL TO BE SET UPON LEVEL FRAMING SILL WITH CONTINUOUS SUPPORT.4.SUBSTRATES SHALL BE CLEAN , DRY, PRIMED AS REQUIRED, AND UNIFORM/SMOOTH PRIOR TO FLASHING APPLICATION.5.WANED LUMBER WILL NOT BE USED @ ROUGH OPENINGS LOCATIONS.6.FIELD VERIFY ALL DIMENSIONS PRIOR TO CUTTING AND INSTALLING FLASHING COMPONENTS. VERIFY MANUFACTURER REQUIREMENTS.7.PROVIDE MINIMUM 12" SOLID WOOD BACKING OR SHEATHING AT ALL SIDES OF OPENING TO SECURE FLASHING.8.ADHERE SELF ADHERED FLASHING TO CLEAN DUST FREE BACKING TYPICAL.9.USE CHEMICALLY COMPATIBLE PRIMERS, WRB, AND SEALANT AS REQUIRED BY MANUFACTURER.10.GSM TO BE MIN. 26 GA G90 GALVANIZED U.N.O.11.PROVIDE GSM SILL PAN AT STOREFRONT TO FLOOR CONDITION - SEE DOOR SILL PAN DETAILS FOR SIM. INFORMATIONLEGEND AND NOTES (APPLIES TO ENTIRE SHEET)NOFNAIL ON FLASHINGFORTIFIBER MOISTOP NEXTBIBB12" WIDE NOF BIBB -EXTEND 12" BEYONDR.O. EA. SIDE"A" PIECEINSTALL TLS LABS 'A' PIECE ATCORNERS - FASTEN/SPLIT ASREQUIRED TO ACCOMMODATESHELF SLOPE TRANSITION PERMANUF. RECOMMENDATIONS -SIZE 'A' PIECE TO MATCH RECESSR.O. DEPTH (PROVIDE SAF BRIDGEPIECE TO ACCOMMODATE DEEPRECESSES AS REQUIRED)SILL SAF MEMBRANE30 MIL SILL SAF -COMPLETELY COVER R.O.SILL; RUN PAST R.O. 6" MIN.EA. SIDE TO COVER 'A'PIECES; RUN 4" MIN.DOWNLEGHEAD END DAMSHEAD SAFHEAD SAF - COMPLETELYCOVER R.O. HEAD - EXTEND1" PAST JAMB SAF EA. SIDE;RUN 12" MIN. UPLEG ABOVEJAMB SAFJAMB SAFJAMB SAF - COMPLETELYCOVER R.O. JAMB - EXTENDTO 1" ABOVE BOTTOM OFNOF SILL BIBB AND 11"BEYOND R.O. HEAD - RUN 4"MIN. SIDELEGSTOREFRONTCASING BEADINSTALL J- METAL CASINGBEAD (3-1/2" LEG) AT HEAD,JAMBS, AND SILL - MAINTAINMIN. 3/8" SEALANT JOINTBETWEEN CASING BEAD ANDSTORFRONTJAMB SAFINSTALL JAMB SAF O/ CASINGBEAD LEG - ALIGN BOTTOMWITH BASE JAMB SAF ANDEXTEND TO 1" BELOW TOPOF HEAD SAF - RUN 9" MIN.SIDELEGINSTALL CONTINUOUSBACKER ROD & SEALANTAT SEALANT GAPSEALANTINSTALL 4" CEMCO #12SOFFIT DRIP FLASHING O/EDGE OF HEAD SAF - RUNDRIP 1" PAST OPENING ATEA. SIDE OF JAMB - RUNFLANGE 6" PAST DRIP ONEACH SIDEGSM DRIP FLASHINGINSTALL 12" WIDE SAF O/ GSMHEAD DRIP FLANGE - RUN 1"PAST EDGE OF BASE HEADSAF ON EACH SIDEHEAD DRIP SAFINSTALL WRBSILL END DAMSSILL NOFINSTALL PROTECTION SHEETNOF OVER SILL - RUN 6" MIN.DOWNLEGHEAD SAFINSTALL HEAD SAF O/CASING BEAD - EXTEND 1"PAST JAMB SAF EA. SIDEAND 12" ABOVE OPENING"A" PIECEINSTALL TLS LABS GS 108APIECE AT HEAD CORNERS SETIN MOISTOP SEALANT PERMANUF. RECOMMENDATIONSINSTALL 8" WIDE SAF ENDDAMS - EXTEND TO ENTIRELENGTH OF HEAD - SPLITAND EXTEND ONTO FACEOF WALL 4" MIN.SHEATHING MAY OCCUR3-COAT STUCCO SYSTEMO/ METAL LATH O/ WRBSTUD WALLINTERIOR FINISHSLAPPLIED FOAM TRIMSEE EXT. ELEVATIONS1 : 2BOND BREAKER AT STUCCO TO DRIPFLASHING5-WRB O/ SAF/ O/ GSM SOFFIT DRIPALUM. STOREFRONT SYSTEM -SEE WINDOW FLASHING DETAILWEATHER RESISTIVE BARRIERINTERIOR FINISH3-COAT STUCCO SYSTEM O/METAL LATH O/ WRBAPPLIED FOAM TRIMSEE EXT. ELEVATIONSALUM. STOREFRONT SYSTEM -SEE WINDOW FLASHING DETAIL5-WRB O/ SAF O/ CASING BEAD O/ SAF(J-METAL: 3 1/2" LEG W/ 1" LIP)WRB O/ SAF O/ CASING BEAD O/ SAF -(J-METAL: 3 1/2" LEG W/ 1" LIP)UTILIZE TLS LABS 'A' PIECE AT R.O.SILL/SLOPE TRANSITION TO CREATEEND DAM - FASTEN, FOLD/TUCK ASREQUIRED TO ACCOMMODATESHELF SLOPE, AND SET IN MOISTOPSEALANT PER MANUF.RECOMMENDATIONS - WEATHERBOARD LAP ALL FLASHING PIECES3-COAT STUCCO SYSTEM O/METAL LATH O/ WRBSTUD WALLINTERIOR FINISHAPPLIED FOAM TRIMSEE EXT. ELEVATIONS5-ALUM. STOREFRONT SYSTEM -SEE WINDOW FLASHING DETAILWRB O/ NOF O/ J-METAL CASINGBEAD O/ SAF(J-METAL: 3 1/2" LEG W/ 1" LIP)WRB BIBB BOND BREAKER SHEET O/NOF AND SAFWEATHER BOARD LAP WRB WITHBASE LAYER NOFDBL. 1X SHIMDBL. 1X SHIMDBL. 1X SHIMSLMIN.3 : 12EXTERIOR FACE BACKER ROD & SEALANTINNER SEAL BACKER ROD & SEALANTAT INNER SEAL - MOISTOP SEALANT;AT EXTERIOR FACE - GE SILPRUF 2000 OR DOW CORNING 795 WITH COMPATIBLE OPEN CELL BACKER ROD -3/8" MIN. SEALANT JOINT WIDTHINSTALL STOREFRONTSYSTEM AND INNER BACKERROD & SEALANT PER MANUF.RECOMMENDATIONS -MAINTAIN MIN. 3/8" SEALANTJOINTEXTERIOR FACE BACKER ROD & SEALANTINNER SEAL BACKER ROD & SEALANTEXTERIOR FACE BACKER ROD & SEALANTINNER SEAL BACKER ROD & SEALANTBACK DAM - TLS VINYL CORNERSET IN CONT. BEAD OF SEALANTW/ END JOINTS SEALEDFIREBLOCK PER CODEFIREBLOCK PER CODEFIREBLOCK PER CODESTOREFRONT DETAILS(RECESSEDCONDITIONS)AD-82MAX. 24" RECESSED SF WINDOW HEAD1MAX. 24" RECESS SF WINDOW JAMB (STUCCO)25NOTES43MAX. 24" RECESS SF WINDOW SILL (STUCCO)CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ASTOREFRONT FLASHING - MAX 24" RECESSED CONDITION06-21-23 1AD-81ACDB3AD-83ALUM. STOREFRONT SYSTEM -SEE WINDOW FLASHING DETAILINNER SEAL BACKER ROD &SEALANTGFRC PANELSAFT-24 WALL ASSEMBLYTWO LAYERS OF 58" TYPE 'X'GYPSUM BOARDTWO LAYERS OF 58" TYPE 'X'EXTERIOR GYPSUM SHEATHING6X6X14 HSS TUBESTUCCO O/ WIRE LATH & WRB1"EXTERIOR FACE BACKER ROD &SEALANT1"INNER SEAL BACKER ROD &SEALANTT-24 WALL ASSEMBLYTWO LAYERS OF 58" TYPE 'X'GYPSUM BOARD6X6X14 HSS TUBEALUM. STOREFRONT SYSTEM -SEE WINDOW FLASHING DETAILSAFTWO LAYERS OF 58" TYPE 'X'EXTERIOR GYPSUM SHEATHINGTHIN BRICK O/ STUCCO O/ WIRELATH & WRBEXTERIOR FACE BACKER ROD &SEALANTGFRC PANELSAFSEALANT JOINT1"TWO LAYERS OF 58" TYPE 'X'GYPSUM BOARD ON BOTHSIDEST-24 WALL ASSEMBLYGFRC PANELTHIN BRICK O/ STUCCO O/ WIRELATH & WRBGFRC ATTACHMENTSAF BEHIND ATTACHMENTLOCATIONSTWO LAYERS OF 58" TYPE 'X'GYPSUM BOARD ON BOTHSIDEST-24 WALL ASSEMBLY6"3"3 X 2 TUBE STEELEDGE OF CONCRETE / C.M.U.DOOR. HD.DOORMCNICHOLS PEROFRATED METAL. ROUND,ALUMINUM, ALLOY 3003-H14, .0400" THICK (18GAUGE)CONTINUOUS 1 1/2" X 1 1/2" X 1/4" STEELANGLE W/ HOLES FOR MESH FRAME (4 SIDES)3 X 2 TUBE STEEL OUTRIGGERSEE SHEET A5-50 FOR DIMENSIONSTOREFRONT DETAILSAD-82.1CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A1RESTAURANT STOREFRONTABCDSTOREFRONT JAMB @GFRC PANELSTOREFRONT JAMB @BRICK VENEERGFRC PANEL @ SILLGFRC PANEL TO BRICKVENEER TRANSITIONEGROUND LEVEL CANOPY @RESTAURANT06-21-23 2AD-831AD-813AD-83GHEFINNER SEAL BACKER ROD &SEALANTT-24 WALL ASSEMBLYTWO LAYERS OF 58" TYPE 'X'GYPSUM BOARD6X6X14 HSS TUBEALUM. STOREFRONT SYSTEM -SEE WINDOW FLASHING DETAILSAFTWO LAYERS OF 58" TYPE 'X'EXTERIOR GYPSUM SHEATHINGSTUCCO O/ WIRE LATH & WRBEXTERIOR FACE BACKER ROD &SEALANTGFRC PANELWRBTWO LAYERS OF 5/8" TYPE 'X'GYPSUM BOARD ON BOTHSIDEST-24 WALL ASSEMBLY2"1/2" THICK ASPHALT SATURATEDEXPANSION STRIPSHARDSCAPE, SLOPE AWAY 1/4" = 1'-0"BELOW GRADE WATERPROOFING.EXTEND MIN. 6" ABOVE SILLUV PROTECTION GALVANIZED 10"TALL SHEET METALGFRC PANELTHIN BRICK O/ STUCCO O/ WIRELATH & WRBGFRC ATTACHMENTWRB BEHIND ATTACHMENTLOCATIONSTWO LAYERS OF 5/8" TYPE 'X'GYPSUM BOARD ON BOTHSIDEST-24 WALL ASSEMBLYSTOREFRONT DETAILSAD-82.2STOREFRONT DETAILSAD-82.2CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A1RETAIL STOREFRONTFGHSTOREFRONT JAMB @STUCCOGFRC PANEL @ SILLGFRC PANEL TO STUCCOTRANSITIONCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AAA06-21-23 INTERIORT.O.BEAMT.O. SLIDING DOORSLOPE1/2"2 1/2"1"36"BACKER ROD & SEALANTSTEEL BEAM PER STRUCTURAL2 1/2" 22 GAGE MTL STUD @ 24" O.C.3/4" PLYWOODSTEEL CHANNEL, WELD TO HORIZONTALSTEEL TUBE, ALIGN TO BOTTOM OF TUBE22 GA SHEET METAL GALVANIZED O/ WRB O/ SHEATHING,LAP O/ BREAK METAL & UNDER STOREFRONT SILLC9x13.4, CONTINUOUSLY WELDED TO STEEL CHANNEL, PAINT1" H X 2" W GSM GUTTER W/ INTERMEDIATE AND END SPOUTSPROVIDE INTERMEDIATE SHEET METAL JOINTS,ALIGN SEAMS WITH STOREFRONT MULLIONSFIBER CEMENT SIDINGALUM. STOREFRONT FRAME PER SCHEDULESTEEL CHANNEL, WELD TO STEEL BEAMRECESSED LIGHT FIXTURE, WHERE OCCURSPER LIGHTING PLANSEXTERIORLACANTINA SLIDING DOOR PER MFR.INTERIOR FINISHT.O.BEAMT.O. STOREFRONTSLOPEALUMINUM BREAK METAL PER MFR.ALUM. STOREFRONT FRAME PER SCHEDULEALUM. STOREFRONT FRAME PER SCHEDULEREFER TO 1/- FOR INFORMATION NOT SHOWNINTERIOREXTERIORSET FRAMES INTO CONT.SEALANT. ANCHOR FRAMESTO SILL FLSHG @ SEALANTLINESILL ANCHORS. CAP SEAL ALLHEADSSEE STOREFRONT SCHEDULE FOR ADDITIONAL NOTES & INFORMATIONCONC. WALKSLOPE 2%CONC. SLABT.O. SLAB1"F.O. CONC. SLABF.O. MULL.SILL PANWEEP HOLES1/4" MININTERIOREXTERIORSLOPE2% MAX4"HARDSCAPE, PERLANDSCAPE DWG'S.EXPANSION MATG.I. PAN FLASHING (SET INSEALANT)PEMKO #2005 THRESHOLDSET FRAMES INTO CONT.SEALANT. ANCHORFRAMES TO SILL FLSHG @SEALANT LINECONC. SLABALUMINUM STOREFRONTFRAME26 GA. GALV. "Z" METAL FLASHING.PAINT TO MATCH METAL DR. FRAME.EXTEND MIN. 3" UP FRAMINGJ-MOLDING W/ WEEP DRAINAGEBLDG. PAPER O/ J-MOLD O/ SELFADHERING W.P. MEMBRANE O/METAL FLASHINGBUILDING PAPEREXTERIOR CEMENTPLASTERSTOREFRONT FRAMEALUM. DOOR1/2"SHEAR PANEL WHERE OCCURSF.O. MULL. & F.O.PLASTER1/2"SOLID METAL CORNERBEAD(PAINT TO MATCHSTOREFRONT) & CAULKSCHEDULE OPENINGDIM POINT PER PLANF.O. STUD ORSHEATHING1"F.O. FRAMEEXTERIOR CEM. PLASTER(STONE VENEER MAYOCCUR)BACKER ROD & SEALANTF.O. STUD F.O. FRAME BLDG.PAPER O/ SELFADHERING W.P.MEMBRANE & J MOLDPLASTER STOPSIMILAR AT STOREFRONT JAMB @FRAMEWALL PER PLAN1"1"2" X 4 1/2 " ALUM.STOREFRONT SYSTEM1" X " SPACERCAULKSEALANT (EXTERIOR GRADE NP1,SIKA 1A OR EQUAL) & BACKER RODSCHEDULE OPENING HEADER SEE STRUCTURAL DRWGFRAMING -SEE STRUCTURALGYP BD FINISH EACH SIDEOF WALLALUM DOOR PERSCHEDULE(JAMB SIM.)ALUM. STOREFRONTFRAMESTL BEAM PER STRUCTURAL(SIZE VARIES - SHIM AS NEEDED)SHIM AS REQUIREDBREAK METAL TRIM PERMANUFACTURERBACKER ROD AND SEALANT(TYP)1/2"1/2"LINE OF CONC1"COLUMN & BEAM(TYP)3"1/4"1/4"PER PLAN - SEE SHEETS A5-50, A5-52, AND A5-54CANOPY DETAILSAD-83CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A4132STEEL FRAMED CANOPY @ CLUBHOUSE781091112161514131721221823192420STEEL FRAMED CANOPY @ STOREFRONTSTOREFRONT @ SILLSTOREFRONT HEAD @ DOORSTOREFRONT JAMB @ DOORSTOREFRONT DOOR THRESHOLDINT. STOREFRONT HEADSTOREFRONT MULLION @ RETAIL06-21-23 1"1"1 1/2" 40" MAX. 28" 34" MAX 27" MIN. FRONT OF LAV 2'-0"11" MIN6" MAX9" MIN.1 1/2"3"8" MIN1 1/2" REFER TO INTERIOR ELEVATIONS MIN. CLR SPACENOTE:CONTRACTOR SHALL VERIFYCABINETS DIMESIONS, IFQUESTIONS ASK ARCHITECTCLEARANCE BETWEEN FACES OFCABINETS, FIXTURES ORAPPLIANCES AND COUNTERTOPEDGE:A.60" @ "U" SHAPED KITCHENSB.48" @ ALL OTHER KITCHENS2'-0"4'-0"THIS CLR 48" REQ'D ACCESS WIDTH IS BASED ON BASE CABS PLUS COUNTERTOP1"SHELVES5/8" GYPSUM BOARD O/ SOFFITFRAMINGCABINET BOX1 X 4 CONT. SPACER- TOP &BOTTOM , ANCHOR CABINET TOWALL TOP & BOTTOMCABINET BASEGYPSUM BOARD1'-0"U.N.O.REFER TO INTERIOR ELEVATIONSF.O. FINISHF.O. CAB 1 1/2" 4" REFER TO INTERIOR ELEVATIONS 2'-0"2"INSULATION WHERE OCCURSRAISED PANELS DRAWERS,CABINET FRONTS AND END PANELSRAISED PANELSQUARTZ COUNTERTOP &BACKSPLASHDRAWER AND CABINETPULLS TYP.TOE KICK TOMATCH CABINETCOLORWOOD CLEATHOLD CABINET DOORDOWN 1/4" FROM CEILINGFINISHCABINET DOORS(OWNERS SELECTION)SOFFIT ABOVE CABINETS AND REFRIGERATORPER PLAN(ALIGN W/ ADJACENT WALL PER PLAN)PULL OUT SHELVES ATBOTTOM & MIDSIZE SHELFALL BASE CABINETSGREATER THAN 12" WIDEF.O.COUNTERTOP 1 1/2"1 1/2" RAIL AT BOTTOM OF CABINET;EXTEND CABINET DOOR TO MEETFLUSH WITH BOTTOM OF RAILUNDERMOUNT SINK6"1 1/2"3"1 1/2"6" 1 1/2"3"1 1/2"12" DIA. CLOSED EYE BOLT- WELDTO PLATE6" X 6" X 38" GALV. STL. PLATEC PLATE AND WOOD RIML1 1/2"1 1/2"WATERPROOFING AND SADDLEFLASHING BY OTHERS12 GAGE STL. TUBULAR SPACERS @LAG BOLTS- DEPTH = 114"(4) 3/8" DIA. BOLTS W/ LOCKINGNUTSSEALANT BY OTHERSEXTERIOR WALL PER PLANAASOLID 4X BLOCKING AT EACHATTACHMENT POINT211/2"1" MAX. 2" SLAB DEPRESSION @ CONC SLAB FACE OF STUD OF WING WALL (BEYOND)DIMENSION POINT PER PLANFACE OF SLAB BREAK1"CONCRETE SLABTO STRUCTURAL SLABTHIN SET TILE OVER WATERPROOF MEMBRANE OVERREINFORCED MORTAR BED SLOPED 1/2" PER FOOT TO DRAINTHIN SET TILE OVER 1/4" TILE BACKER BOARD OVERVAPOR BARRIER OVER WATERPROOF MEMBRANEOVER TYPE X CEMENTITIOUS BACKER BOARD1:2 SLOPE (VERTICAL:HORIZONTAL) MAX AT THRESHOLDTYPE X CEMENTITIOUS BACKER BOARD FACE OF STUD PER PLANWALL DETAIL(LAMINATED GLASS SHOWER ENCLOSURE-ALIGNS WITH GLASS DOOR - BEYOND)LAMINATED GLASS SHOWER DOOR (WHERE OCCURS)STAINLESS STEEL CHANNEL (BEYOND), MECHANICALLYFASTEN TO TILE - PREDRILL HOLE AND FILL WITHSEALANT IMMEDIATELY PRIOR TO ATTACHMENT12" SLOPE 24"5/8" THK. PLYWD. SHTG.12" MAX OVERHANG1"KITCHENCOUNTERTOPSOLID SURFACE COUNTERTOP O/5/8" THK. PLYWD. SHTG.36" MAX TO FIN. FLOOR BASE CABINET FRAMEINTERIOR GYP. BD. WALLSTUD WALL10" X 6" X 1/8" X 3"METAL ANGLE AT32" O.C. SCREWED TO STUD WALLBASE CABINET7-FOR END CONDITION - SEE1 1/4"PLAN VIEW1"1"LINE OF SOLID SURFACE COUNTERTOP ABOVEFINISH PLASTER O/ DRYWALL CORNER BEAD PERFINISH SCHEDULEGYPSUM BOARDCOUNTERTOP OVERHANG SEE UNIT PLANS 6-WALL BASE, MITEREDCORNERCASEWORK W/ FINISHEDEND PANELSMISCELLANEOUSDETAILSAD-84CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A413COUNTER SUPPORT76151421222324NOT USEDFESTOON LIGHTING ATTACHMENTSCOUNTERTOP @ CRIPPLE WALLBASE CABINET - END PANELSHOWER PAN @ WALL & GLASS PARTITION - ACCESSIBLECLEARANCE @ KITCHEN CABINETS & COUNTERUPPER & BASE CABINETS----12AAA06-21-23 5AD-216AD-21DUCT PER MECH. PLANSMIN. 26 GA. GALV. LOUVERED GRILL/VENT TERMINATION BOX W/ NAILING FIN& PLAST. GROUND ALL AROUNDFLEXIBLE FLASH'G. @ OPENING24AD-51.0ONE HOUR RATED FLR/CLGASSEMBLY1AD-21VENT TERMINATION THRU EXTERIOR WALL WHERE INDICATED ONEXTERIOR ELEVATIONSDUCT PER MECH. PLANS7/8" EXTERIOR CEMENT PLASTERFLEXIBLE FLASH'G. @ OPENINGONE HOUR RATED FLR/CLGASSEMBLYLINED JOIST BAYFLR. JOIST SPACINGDETAIL "A"DETAIL "B"DETAIL "C"SOLID RIM MAYOCCURDUCT PER MECH. PLANSFLEXIBLE FLASH'G. @ OPENING5/8" TYPE X GYPSUM BOARDOVER METAL CEILINGFRAMING.ONE HOUR RATED FLR/CLGASSEMBLYLINED JOIST BAYFLR. JOIST SPACINGSOLID RIM MAYOCCURNOTE:EXTERIOR WALL STUD SPACING TOALLOW FOR MULTIPLE ADJACENT DUCTPENETRATIONS OF EXTERIOR WALLVENT TERMINATIONPER MECHVENT TERMINATIONPER MECH6AD-211AD-211AD-215AD-215/8" TYPE X GYPSUM BOARDOVER METAL CEILINGFRAMING.5AD-215/8" TYPE X GYPSUM BOARDOVER METAL CEILINGFRAMING.VENT TERMINATION THRU EXTERIOR WALL WHERE INDICATED ONEXTERIOR ELEVATIONSVENT TERMINATION THRU EXTERIOR WALL WHERE INDICATED ONEXTERIOR ELEVATIONSMIN. 26 GA. GALV. LOUVERED GRILL/VENT TERMINATION BOX W/ NAILING FIN& PLAST. GROUND ALL AROUND24AD-51.0MIN. 26 GA. GALV. LOUVERED GRILL/VENT TERMINATION BOX W/ NAILING FIN& PLAST. GROUND ALL AROUND24AD-51.0DUCT PER MECH. PLANS(IN JOIST BAY)MISCELLANEOUSDETAILSAD-84.1CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A41091112161514131721221823192420VENT PENETRATION----------------06-21-23 DROPPED SOFFIT ORCEILING -SEEDOUBLE THREADEDRODS (LENGTH PERSOFFIT HT.) WELDEDTO ROD PLATE3/4"FIXTUREMOUNTING PLATEBOLTED TO RODPLATEBLKG. MOUNTING PLATEMOUNTING CONDITION AT ROOF TRUSSPLAN OF MOUNTING STYLE 14x8 BLOCKING FORFIXTURES >40 LBSROOF TRUSSES PERSTRUCTURAL DWGS.BOLT BLOCKING W/ 1/2"DIAM. LAG BOLTS TOBOTTOM CHORD OFTRUSS AND LEDGERSCREW LEDGER TO TRUSSWEB ELEMENTS ANDBOTTOM CHORDSTEEL BLKG. MOUNTINGPLATE UNDER 4x8 BLKG.FIXTURE BELOW SHOWNWITH DASHED CIRCLE4x8 BLOCKINGLEDGER AT TRUSS CONDITIONMOUNTING STYLE 1:FOR FIXTURES >40 LBS.SOFFIT HEIGHTPER R.C.P.LENGTH AS REQ.TO SPAN TRUSS WEB 1"11"2"5 1/2"3"TRUSS BOTTOM CHORD16-CEILING DETAILSAD-91CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A426101615182217METAL CEILING JOIST SPAN TABLESSOFFIT / CEILING TYP. (AT COMMON AREAS BELOW LIVING SPACE PROVIDE ACOUSTICAL RC CLIPSHEAVY FIXT. MOUNTING DTL.WIRE CONNECTIONS TO STEEL FRAMINGWIRE CONNECTIONS1413FAUX BEAM AT FITNESS06-21-23 CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM ACONCRETE ROOFTILES IAPMO UNIFORMEVALUATIONSERVICES ER-1900AD-9506-21-23 CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AEVERGUARD TPO ULER1306-01AD-9606-21-23 CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA06-21-23ADDENDUM AEVERGUARD TPO ULER1306-01AD-97 CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AEVERGUARD TPO ULER1306-01AD-9806-21-23 CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AEVERGUARD TPO ULER1306-01AD-9906-21-23