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PC 2022/04/11 City of Anaheim Planning Commission Agenda Monday, April 11, 2022 Council Chamber, City Hall 200 South Anaheim Boulevard Anaheim, California • Chairperson: Natalie Meeks • Chairperson Pro-Tempore: Dave Vadodaria • Commissioners: Lucille Kring, LuisAndres Perez, Steve White, Phillip Wolfgramm, David Heywood • Call To Order - 5:00 p.m. • Pledge Of Allegiance • Roll Call • Public Comments • Public Hearing Items • Commission Updates • Discussion • Adjournment For record keeping purposes, if you wish to make a statement regarding any item on the agenda, please complete a speaker card in advance and submit it to the secretary. A copy of the staff report may be obtained at the City of Anaheim Planning and Building Department, 200 South Anaheim Boulevard, Anaheim, CA 92805. A copy of the staff report is also available on the City of Anaheim website www.anaheim.net/planning on Thursday, April 7, 2022, after 5:00 p.m. Any writings or documents provided to a majority of the Planning Commission regarding any item on this agenda (other than writings legally exempt from public disclosure) will be made available for public inspection in the Planning and Building Department located at City Hall, 200 S. Anaheim Boulevard, Anaheim, California, during regular business hours. You may leave a message for the Planning Commission using the following e-mail address: planningcommission@anaheim.net 04-11-2022 Page 2 of 4 APPEAL OF PLANNING COMMISSION ACTIONS Any action taken by the Planning Commission this date regarding Reclassifications, Conditional Use Permits, Variances, Public Convenience or Necessity Determinations, Tentative Tract and Parcel Maps will be final 10 calendar days after Planning Commission action unless a timely appeal is filed during that time. This appeal shall be made in written form to the City Clerk, accompanied by an appeal fee in an amount determined by the City Clerk. The City Clerk, upon filing of said appeal in the Clerk's Office, shall set said petition for public hearing before the City Council at the earliest possible date. You will be notified by the City Clerk of said hearing. If you challenge any one of these City of Anaheim decisions in court, you may be limited to raising only those issues you or someone else raised at the public hearing described in this notice, or in a written correspondence delivered to the Planning Commission or City Council at, or prior to, the public hearing. Anaheim Planning Commission Agenda - 5:00 P.M. Public Comments This is an opportunity for members of the public to speak on any item under the jurisdiction of the Anaheim City Planning Commission or provide public comments on agenda items with the exception of public hearing items. 04-11-2022 Page 3 of 4 Public Hearing Items ITEM NO. 1 TENTATIVE PARCEL MAP NO. 2021-153 (DEV2021-00156) Location: 4155 East La Palma Avenue Request: The applicant requests approval of a tentative parcel map to subdivide an existing industrial property into two lots for condominium purposes. Environmental Determination: The Planning Commission will consider whether the proposed action is Categorically Exempt from the requirements to prepare additional environmental documentation per California Environmental Quality Act Guidelines, Section 15315, Class 15 (Minor Land Divisions). Resolution No. ______ Project Planner: Elizabeth Yee Eyee@anaheim.net ITEM NO. 2 CONDITIONAL USE PERMIT NO. CUP2019-06027A (DEV2021-00114) Location: 227 North Magnolia Avenue Request: A request to amend a conditional use permit to revise the site plan including a relocation of the building, a reduction in building height, the addition of an outdoor play area, and reconfigure the fire lane, trash enclosure, and parking areas. Environmental Determination: The Planning Commission will consider whether the previously adopted Mitigated Negative Declaration is the appropriate environmental documentation and determine that the project is in substantial conformance with the project which was previously analyzed pursuant to the California Environmental Quality Act. Resolution No. ______ Project Planner: Elizabeth Yee Eyee@anaheim.net: Adjourn t o Monday, April 25, 2022 at 5:00 p.m. 04-11-2022 Page 4 of 4 CERTIFICATION OF POSTING I hereby certify that a complete copy of this agenda was posted at: 4:00 p.m. April 7, 2022 (TIME) (DATE) LOCATION: COUNCIL CHAMBER DISPLAY CASE AND COUNCIL DISPLAY KIOSK SIGNED: _____________________________ ANAHEIM CITY PLANNING COMMISSION The City of Anaheim wishes to make all of its public meetings and hearings accessible to all members of the public. The City prohibits discrimination on the basis of race, color, or national origin in any program or activity receiving Federal financial assistance. If requested, the agenda and backup materials will be made available in appropriate alternative formats to persons with a disability, as required by Section 202 of the Americans with Disabilities Act of 1990 (42 U.S.C. Sec. 12132), and the federal rules and regulations adopted in implementation thereof. Any person who requires a disability-related modification or accommodation, including auxiliary aids or services, in order to participate in the public meeting may request such modification, accommodation, aid or service by contacting the Planning and Building Department either in person at 200 South Anaheim Boulevard, Anaheim, California, or by telephone at (714) 765-5139, no later than 8:00 a.m. one business day preceding the scheduled meeting. La ciudad de Anaheim desea hacer todas sus reuniones y audiencias públicas accesibles a todos los miembros del público. La Ciudad prohíbe la discriminación por motivos de raza , color u origen nacional en cualquier programa o actividad que reciba asistencia financiera federal. Si se solicita, la agenda y los materiales de copia estarán disponible en formatos alternativos apropiados a las personas con una discapacidad, según lo requiere la Sección 202 del Acta de Americanos con Discapacidades de 1990 (42 U.S.C. Sec. 12132), las normas federales y reglamentos adoptados en aplicación del mismo. Cualquier persona que requiera una modificación relativa a la discapacidad, incluyendo medios auxiliares o servicios, con el fin de participar en la reunión pública podrá solicitar dicha modificación, ayuda o servicio poniéndose en contacto con la Oficina de Secretaria de la Ciudad ya sea en persona en el 200 S Anaheim Boulevard, Anaheim, California, o por teléfono al (714) 765-5139, antes de las 8:00 de la mañana un día hábil antes de la reunión programada. ITEM NO. 1 PLANNING COMMISSION REPORT City of Anaheim PLANNING AND BUILDING DEPARTMENT DATE: APRIL 11, 2022 SUBJECT: TENTATIVE PARCEL MAP NO. 2021-153 LOCATION: 4155 East La Palma Avenue APPLICANT/PROPERTY OWNER: The applicant is Patrick Daniels of CapRock Partners, and the property owner is CRPF II Canyon LLC. REQUEST: The applicant requests approval of a tentative parcel map to permit a one-lot, two-unit industrial airspace condominium subdivision for the individual ownership of tenant spaces in an existing one-story industrial building. RECOMMENDATION: Staff recommends that the Planning Commission approve the attached resolution (Attachment 1) determining that this request is categorically exempt from further environmental review under the California Environmental Quality Act (CEQA) under Class 15 (Minor Land Divisions) of the State CEQA Guidelines, and approving Tentative Parcel Map No. 2021-153. BACKGROUND: This 3.38-acre property is located in the “SP2015-1” Anaheim Canyon Specific Plan in Development Area 1 (DA1) and is developed with a 49,918 square foot industrial building. The property is designated for Industrial uses in the General Plan. The surrounding land uses are all industrial. PROPOSAL: The applicant requests approval of a tentative parcel map to subdivide an existing industrial property into two lots for condominium purposes which would allow for individual ownership of each unit. The applicant states that the subdivision would create more flexibility for future transactions and allow ownership to pursue a variety of business plans based on market demand . The subdivision would result in two units and a common area, as shown on Tentative Parcel Map No . 2021-153 (Attachment 3). No expansion or new construction is proposed in this request. The parcel map would maintain the existing reciprocal access and parking agreements with the two properties to the south. 200 S. Anaheim Blvd. Suite #162 Anaheim, CA 92805 Tel: (714) 765-5139 Fax: (714) 765-5280 www.anaheim.net TENTATIVE PARCEL MAP NO. 2021-153 April 11, 2022 Page 2 of 4 FINDINGS AND ANALYSIS: Following is staff’s analysis and recommendation for each requested entitlement action: Tentative Parcel Map: Before the Planning Commission may approve the tentative parcel map, it must make a finding of fact that the evidence presented shows that all of the following conditions exist: 1) That the proposed map is consistent with the General Plan and applicable specific plan. 2) That the design or improvement of the proposed subdivision is consistent with the General Plan and applicable specific plan. 3) That the site is physically suitable for the type of development. 4) That the site is physically suitable for the proposed density of development. 5) That the design of the subdivision or the proposed improvements are not likely to cause substantial environmental damage or substantially and avoidably injure fish or wildlife or their habitat. TENTATIVE PARCEL MAP NO. 2021-153 April 11, 2022 Page 3 of 4 6) That the design of the subdivis ion or type of improvements are not likely to cause serious public health problems. 7) That the design of the subdivision or the type of improvements will not conflict with easements, acquired by the public at large, for access through or use of, property within the proposed subdivision. The proposed subdivision will create separate air space units which will be individually owned. No physical modifications to the property or buildings are included with this application. The existing configuration of driveways and access ways provide adequate circulation and off-street parking. The proposed subdivision would not cause substantial environmental damage, serious public health problems, and not conflict with any existing easements, as the proposed parcel would remain in the SP2015-1 (DA1) zone in conformance with the Industrial land use designation in the General Plan. Environmental Impact Analysis: Staff recommends that the Planning Commission find that the effects of the proposed project are Categorically Exempt from the requirements to prepare additional environmental documentation per California Environmental Quality Act (CEQA) Guidelines, Section 15315 (Minor Land Divisions). Class 15 consists of the division of property in urbanized areas zoned for residential, commercial, or industrial use into four or fewer parcels when the division is in conformance with the General Plan and zoning, no variances or exceptions are required, and all services and access to the proposed parcels to local standards are available. In addition, Class 15 only applies when the parcel was not involved in a division of a larger parcel within the previous two years, and the parcel does not have an average slope greater than 20 percent . The request is to subdivide a property in an urbanized area, zoned for industrial use, into two lots for condominium purposes with a common area, in conformance with the property’s industrial land use General Plan designation and the SP2015-1 (DA1) zone with no variances or exceptions. The propert y has not been part of a subdivision within the last two years and does not have an average slope greater than 20 percent. Pursuant to Section 15300.2 (c) and 15315 of Title 14 of the California Code of Regulations, there are no unusual circumstances in respect to the proposed project for which staff would anticipate a significant effect on the environment and, therefore, the proposed project is categorically exempt from the provisions of CEQA. CONCLUSION: Staff has carefully considered the proposed subdivision and believes that the proposed project would allow the property greater flexibility for future transactions and allow ownership to pursue a variety of business plans based on market demand. The proposed subdivision would be incompliance with zoning and development standards of SP2015-1 (DA1) and the goals of the General Plan. Therefore, staff recommends approval of the tentative parcel map request. Prepared by, Submitted by, Elizabeth Yee Niki Wetzel, AICP Contract Planner Deputy Planning and Building Director TENTATIVE PARCEL MAP NO. 2021-153 April 11, 2022 Page 4 of 4 Attachments: 1. Draft Tentative Parcel Map Resolution 2. Project Description and Request 3. Tentative Parcel Map No. 2021-153 4. Vicinity Map 5. Aerial Map [DRAFT] ATTACHMENT NO. 1 - 1 - PC2021-*** RESOLUTION NO. PC2022-*** A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF ANAHEIM APPROVING TENTATIVE PARCEL MAP NO. 2021-153 AND MAKING CERTAIN FINDINGS IN CONNECTION THEREWITH (DEV2021-00156) (4155 EAST LA PALMA AVENUE) WHEREAS, the Planning Commission of the City of Anaheim (the "Planning Commission") did receive a verified petition for the approval of Tentative Parcel Map No. 2021- 153 to permit a one-lot, two-unit airspace subdivision (collectively referred to herein as the “Project”) for that certain real property located at 4155 East La Palma Avenue, in the City of Anaheim, as generally depicted on the map attached hereto as Exhibit A and incorporated herein by this reference (the "Property"); and WHEREAS, the 3.38-acre Property is currently developed with a 49,918 square foot industrial building located within the “SP2015-1” Anaheim Canyon Specific Plan zone in Development Area 1 (DA1), and has a General Plan land use designation of Industrial; and, WHEREAS, on April 11, 2022, the Planning Commission did hold a public hearing at the Civic Center in the City of Anaheim, notice of said public hearing having been duly given as required by law and in accordance with the provisions of Chapter 18.60 (Procedures) of the Anaheim Municipal Code (the "Code"), to hear and consider evidence for and against said proposed Tentative Parcel Map 2021-153 (the “Proposed Project”), and to investigate and make findings and recommendations in connection therewith; and WHEREAS, pursuant to and in accordance with the provisions of the California Environmental Quality Act (Public Resources Code Section 21000 et seq.; herein referred to as “CEQA”), the State of California Guidelines for Implementation of the California Environmental Quality Act (herein referred to as the "CEQA Guidelines"), and the City's CEQA procedures, the City is the "lead agency" for the preparation and consideration of environmental documents for "projects", as that term is defined in Section 15378 of the CEQA Guidelines; and WHEREAS, the Planning Commission finds and determines that the effects of the Proposed Project are typical of those generated within that class of projects (i.e., Class 15 – Minor Land Divisions), which consists of the division of property in urbanized areas zoned for residential, commercial, or industrial use, into four or fewer parcels, when the division is in conformance with the General Plan and zoning, no variances or exceptions are required, and all services and access to the proposed parcels to local standards are available. In addition, Class 15 only applies when the parcel was not involved in a division of a larger parcel within the previous two years, and the parcel does not have an average slope greater than 20 percent; and WHEREAS, the Proposed Project is a request to subdivide the Property, which is located in an urbanized area and zoned for industrial use, into two lots, in conformance with the Property’s industrial land use General Plan designation and the SP2015-1 (DA1) zone with - 2 - PC2022-*** no variance or exceptions, with all services and access to the proposed parcels to local standards available. The Property has not been part of a subdivision within the last two years and does not have an average slope greater than 20 percent. Pursuant to Section 15300.02 (c) and 15315 of Title 14 of the California Code of Regulations, there are no unusual circumstances in respect to the Proposed Project that would cause a significant effect on the environment and, therefore, the Proposed Project is categorically exempt from the provisions of CEQA; and WHEREAS, the Planning Commission, after due inspection, investigation and study made by itself and in its behalf, and after due consideration of all evidence and reports offered at said hearing with respect to the request to consolidation of lots, does find and determine the following facts: 1. The proposed subdivision of one lot into two airspace units with a common area, including its design and improvements, and with the conditions imposed herein, is consistent with the General Plan Industrial land use designation and the development standards contained in the “SP2015-1” Anaheim Canyon Specific Plan, Development Area 1 (DA1) zone. 2. The site is physically suitable for the type and size of the Project because this lot is currently developed with an industrial building developed in accordance with the “SP2015-1” Anaheim Canyon Specific Plan, Development Area 1 (DA1) development standards, as conditioned. 3. The subdivision, with the conditions imposed, is not likely to cause substantial environmental damage or substantially and avoidably injure fish or wildlife or their habitat because no sensitive environmental habitat has been identified on the site and no environmental impacts are anticipated as result of the subdivision. 4. The subdivision or the type of improvements is not likely to cause serious public health problems, since any new associated site improvements will be constructed on the property in compliance with the conditions imposed and all other related Code requirements applicable to development in the “SP2015-1” Anaheim Canyon Specific Plan, Development Area 1 (DA1). 5. The subdivision or the type of improvements will not conflict with easements, acquired by the public at large, for access through or use of property within the Proposed Project site and the parcel map is conditioned upon submittal for review and approval by the City Engineer and the Orange County Surveyor and shall be recorded in the Office of the Orange County Recorder prior to issuance of building permits; and WHEREAS, the Planning Commission determines that the evidence in the record constitutes substantial evidence to support the actions taken and the findings made in this Resolution, that the facts stated in this Resolution are supported by substantial evidence in the record, including testimony received at the public hearing, the staff presentations, the staff report and all materials in the project files. There is no substantial evidence, nor are there other facts, that negate the findings made in this Resolution. The Planning Commission expressly declares that it considered all evidence presented and reached these findings after due consideration of all evidence presented to it. NOW, THEREFORE, BE IT RESOLVED that the Planning Commission does hereby approve Tentative Parcel Map No. 2021-153, subject to and contingent upon the conditions of - 3 - PC2022-*** approval described in Exhibit B attached hereto and incorporated herein by this reference, which are hereby found to be a necessary prerequisite to the proposed use of the Property in order to preserve the health, safety and general welfare of the citizens of the City of Anaheim. BE IT FURTHER RESOLVED that the Planning Commission does hereby find and determine that adoption of this Resolution is expressly predicated upon applicant's compliance with each and all of the conditions hereinabove set forth. Should any such condition, or any part thereof, be declared invalid or unenforceable by the final judgment of any court of competent jurisdiction, then this Resolution, and any approvals herein contained, shall be deemed null and void. BE IT FURTHER RESOLVED that approval of this application constitutes approval of the proposed request only to the extent that it complies with the Anaheim Municipal Code and any other applicable City, State and Federal regulations. Approval does not include any action or findings as to compliance or approval of the request regarding any other applicable ordinance, regulation, or requirement. THE FOREGOING RESOLUTION was adopted at the Planning Commission meeting of April 11, 2022. Said resolution is subject to the appeal provisions set forth in Chapter 18.60 (Procedures) of the Anaheim Municipal Code pertaining to appeal procedures and may be replaced by a City Council Resolution in the event of an appeal. CHAIRPERSON, PLANNING COMMISSION OF THE CITY OF ANAHEIM ATTEST: SECRETARY, PLANNING COMMISSION OF THE CITY OF ANAHEIM STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss. CITY OF ANAHEIM ) I, Stephanie Rodriquez, Secretary of the Planning Commission of the City of Anaheim, do hereby certify that the foregoing resolution was passed and adopted at a meeting of the Planning Commission of the City of Anaheim held on April 11, 2022, by the following vote of the members thereof: AYES: COMMISSIONERS: NOES: COMMISSIONERS: ABSENT: COMMISSIONERS: - 4 - PC2022-*** IN WITNESS WHEREOF, I have hereunto set my hand this 11th day of April, 2022. SECRETARY, PLANNING COMMISSION OF THE CITY OF ANAHEIM - 5 - PC2022-*** - 6 - PC2022-*** EXHIBIT “B” TENTATIVE PARCEL MAP NO. 2021-153 (DEV2021-00156) NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT PRIOR TO PARCEL MAP RECORDATION 1 The vehicular access rights to public streets shall be released and relinquished to the City of Anaheim, except at approved driveway openings, as shown on the Tentative Tract Map. Public Works Department, Development Services Division 2 The final map shall be submitted to the City of Anaheim, Public Works Development Services Division and to the Orange County Surveyor for technical correctness review and approval. Public Works Department, Development Services Division 3 The owner/developer shall execute a maintenance covenant with the City of Anaheim in a form that is approved by the City Engineer and the City attorney for the private improvements including but not limited to private utilities, drainage devices, parkway landscaping and irrigation, private street lights, etc. in addition to maintenance requirements established in the Water Quality Management Plan (WQMP) as applicable to the project. The covenant shall be recorded concurrently with the Final Map. Public Works Department, Development Services Division 4 Provide a Monumentation bond in an amount specified in writing by a Licensed Land Surveyor of Record. Public Works Department, Development Services Division 5 Set all Monuments in accordance with the final map and submit all centerline ties to Public Works Department. Any monuments damaged as a result of construction shall be reset to the satisfaction of the City Engineer. Public Works Department, Development Services Division GENERAL 6 All CBC and CFC requirements shall be followed for permit issuance. Any fire permits shall be submitted directly to Anaheim Fire Prevention Bureau. Anaheim Fire & Rescue 7 All CBC and CFC requirements shall be followed for permit issuance. Any fire permits shall be submitted directly to Anaheim Fire Prevention Bureau. Anaheim Fire & Rescue 8 2019 California Fire Code §503.1.1 – approved fire apparatus access roads shall be provided for every facility, building or portion of a Anaheim Fire & Rescue - 7 - PC2022-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT building hereafter constructed or moved into or within the jurisdiction. The fire apparatus access road shall comply with the requirements of this section and shall extend to within 150 feet of all portions of the facility and all portions of the building as measured by an approved route around the exterior of the building or facility. 9 An adequate water supply capable of providing minimum fire flow requirements for fire hydrants and a fire sprinkler system shall be available for the future, proposed condominiums. Anaheim Fire & Rescue 10 All new landscaping shall be installed in conformance with Chapter 18.46 “Landscape and Screening” of the Anaheim Municipal Code and shall be maintained in perpetuity. Landscaping shall be replaced in a timely manner in the event that it is removed, damaged, diseased, and/or dead. Planning and Building Department, Planning Services Division 11 The Applicant shall defend, indemnify, and hold harmless the City and its officials, officers, employees and agents (collectively referred to individually and collectively as “Indemnitees”) from any and all claims, actions or proceedings brought against Indemnitees to attack, review, set aside, void, or annul the decision of the Indemnitees concerning this permit or any of the proceedings, acts or determinations taken, done, or made prior to the decision, or to determine the reasonableness, legality or validity of any condition attached thereto. The Applicant’s indemnification is intended to include, but not be limited to, damages, fees and/or costs awarded against or incurred by Indemnitees and costs of suit, claim or litigation, including without limitation attorneys’ fees and other costs, liabilities and expenses incurred by Indemnitees in connection with such proceeding. Planning and Building Department, Planning Services Division 12 The applicant is responsible for paying all charges related to the processing of this discretionary case application within 30 days of the issuance of the final invoice or prior to the issuance of building permits for this project, whichever occurs first. Failure to pay all charges shall result in delays in the issuance of required permits or may result in the revocation of the approval of this application. Planning and Building Department, Planning Services Division 13 The property shall be developed substantially in accordance with plans and specifications submitted to the City of Anaheim by the applicant and which plans are on file with the Planning Department. Planning and Building Department, Planning Services Division 4155 E. La Palma Avenue – City of Anaheim Tentative Parcel Map for Condominium Purposes Project Description The proposed Tentative Parcel Map, to be used for condominium purposes, would be applied to 4155 E. La Palma Avenue located in the City of Anaheim. The Project site is located northeast of the Anaheim downtown area, in an industrial corridor bounded by E La Palma Ave to its South and N. Richfield Rd to the East. Regional access to the site is provided by the intersection of State Routes 91 and 55 south of the Project Site, with local access provide by E. La Palma Ave. Please see the below Figure 1, “Vicinity Map”. EXISTING PROJECT SITE The project site is a multi-tenant building with a building footprint of 49,965 square feet on underlying land of 3.38 acres. The site is currently occupied by a variety of tenants throughout multiple tenant spaces. The site also includes an asphalt paved parking lot with direct access to N. Richfield Road located though a drive aisle at the most northeastern corner of the Project Site. The site has been previously improved with landscaping throughout the site’s parking lot as well as a courtyard located to the front of the Project’s sole building. The project’s existing conditions are shown in Figure 2, “Project Site”. EXISTING LAND USES AND ZONING DESIGNATION OF THE PROJECT SITE The project site has a General Plan Land Use designation of Industrial (I) and zoned in the Anaheim Canyon Specific Plan (SP 2015-1) as DA1- Industrial. SURROUNDING GENERAL PLAN AND ZONING DESIGNATIONS The project site is located within an infill location within the Anaheim Canyon Specific Plan, surrounding sites within the area are also located within the Anaheim Canyon Specific Plan and appear to be of similar uses to the site. The following Table 1 describes the surrounding General Plan Land Use and zoning designations. Table 1: Surrounding Existing Land Use and Zoning Designations Existing Land Use General Plan Designation Specific Plan Zoning Designation North Existing Light Industrial City Boundary City Boundary City Boundary West Existing Light Industrial I - Industrial Anaheim Canyon DA1 – Industrial ATTACHMENT NO. 2 Existing Land Use General Plan Designation Specific Plan Zoning Designation South Existing Light Industrial I - Industrial Anaheim Canyon DA1 – Industrial DA4 – Local Commercial Area East Existing Light Industrial I - Industrial Anaheim Canyon DA4 – Local Commercial Area PROJECT OVERVIEW The proposed project would consist of placing a condo map on the existing 4155 E. La Palma Ave Building. This will allow ownership more flexibility for future transactions and allow ownership to pursue a variety of business plans based on market demand. Currently the project contains on building and the intent of the map is to create two condo units. Figures: Figure 1 Vicinity Map Figure 2: Project Site LA PALMA AVENUERICHFIELD ROAD STORM STORM STORM OH ELECOH ELEC OH ELECOH ELEC±±±14155 LA PALMA AVENUECITY OF ANAHEIMFORTENTATIVE PARCEL MAP 2021-153NORTHWEST CORNER OF LA PALMA AVE AND RICHFIELD RD.FOR CONDOMINIUM PURPOSES1ATTACHMENT NO. 3 SP 2015-1 DA1 TRICO - LA PALMA BUSINESS PARK SP 2015-1 DA4 INDUSTRIAL SP 2015-1 DA1 INDUSTRIAL SP 2015-1 DA4 MEDICAL OFFICE SP 2015-1 DA1 INDUSTRIAL SP 2015-1 DA1 INDUSTRIAL SP 2015-1 DA1 INDUSTRIAL SP 2015-1 DA1 LEASE-ALL LA PALMA BUSINESS PARK SP 2015-1 DA1 TRICO - LA PALMA BUSINESS PARK SP 2015-1 DA1 RELIGIOUS USE SP 2015-1 DA6 O.C.F.C.D. SP 2015-1 DA1 AUTO DEALERSHIP SP 2015-1 DA1 INDUSTRIAL SP 2015-1 DA4 INDUSTRIAL SP 2015-1 DA4 RESTAURANT SP 2015-1 DA4 OFFICES SP 2015-1 DA4 OFFICES SP 2015-1 DA1 LEASE-ALL LA PALMA BUSINESS PARK E LA PALMA AVE E MIRALOMA AVE N RICHFIELD RDS RICHFIELD RDLAS BRISAS PLE LEAVERTON CT E. L A P A L M A A V E E .M IR A L O M A AVE N.LAKEVI EWA V E E. ORANGETHORPE AVE E. RIVE R D A L E A V EN. M ILLER STN. KELLOGG DR4155 East La Palma Avenue DEV No. 2021-00156 Subject Property APN: 346-061-05 °0 50 100 Feet Aerial Photo: May 2021 ATTACHMENT NO. 4 E LA PALMA AVE E MIRALOMA AVE N RICHFIELD RDS RICHFIELD RDLAS BRISAS PLN RICHFIELD RDE LEAVERTON CT E. L A P A L M A A V E E .M IR A L O M A AVE N.LAKEVI EWA V E E. ORANGETHORPE AVE E. RIVE R D A L E A V EN. M ILLER STN. KELLOGG DR4155 East La Palma Avenue DEV No. 2021-00156 Subject Property APN: 346-061-05 °0 50 100 Feet Aerial Photo: May 2021 ATTACHMENT NO. 5 200 S. Anaheim Blvd. Suite #162 Anaheim, CA 92805 Tel: (714) 765-5139 Fax: (714) 765-5280 www.anaheim.net ITEM NO. 2 PLANNING COMMISSION REPORT City of Anaheim PLANNING AND BUILDING DEPARTMENT DATE: April 11, 2022 SUBJECT: CONDITIONAL USE PERMIT NO. 2019-06027A DEVELOPMENT APPLICATION NO. 2021-00114 LOCATION: 227 North Magnolia Avenue (Victory Baptist Church and Day Care) APPLICANT/PROPERTY OWNER: The applicant is Victory Baptist Church of Orange County, represented by Joshua Mallipudi and the property owner is Victory Baptist Church of Orange County, represented by David Lantow Jr. The agent is Jay R. Tittle of Little Diversified Architectural Consulting, Inc. REQUEST: The applicant requests approval of an amendment to a conditional use permit to revise the site plan including a relocation of the building, a reduction in building height, a reduction in parking, the addition of an outdoor play area, and the reconfiguration of the fire lane, trash enclosure, and parking areas. RECOMMENDATION: Staff recommends that the Planning Commission adopt the attached resolution, determining that the previously approved Mitigated Negative Declaration is the appropriate environmental documentation for this project, which was previously analyzed pursuant to the California Environmental Quality Act (CEQA), and approving Conditional Use Permit No. 2019-06027A. BACKGROUND: In 2020, the Planning Commission approved Conditional Use Permit No. 2019-06027 to subdivide the property into two parcels. The approval permitted the construction of a new church on the first property and a 59-unit, multifamily townhome project on the second property. The townhomes are under construction, and the church property is vacant . The property is zoned “RM-3” Multiple -Family Residential and is designated for Low Medium Density Residential uses in the General Plan. The property is bordered by multiple-family residences to the north, west, and south, and the Dad Miller golf course across Magnolia Avenue to the east. PROPOSAL: The applicant requests to amend this conditional use permit to revise the site plan for the church property including: 1. The relocation of the church building by 51.1 feet to the east towards Magnolia Avenue ; 2. A reduction in the overall building height from 34 feet to 31 feet with architectural features at 33 feet (see elevations below); 3. A reduction of two parking stalls from 148 stalls previously approved to 146 stalls proposed; CONDITIONAL USE PERMIT NO. 2019-06027A April 11, 2022 Page 2 of 5 4. The addition of an age specific outdoor play area with play structures and shade structures for the day care center per State law; 5. A reconfigured fire lane from adjacent to the rear property line to the rear drive aisle between two rows of parking; 6. A relocated trash enclosure from the northwest corner of the property to the northeast corner of the church building; 7. A reconfigured parking area by relocating a row of spaces from the front parking area to along the west property line to accommodate the required setback to the adjacent residential uses. The church and day care center use will operate as approved through the original entitlement as provided in the attached staff report (Attachment 5). The proposed revisions include three new play areas with play and shade structures, a reduction of two parking stalls from 148 stalls to 146 parking stalls, and associated landscaping, fencing, lighting, circulation, and trash enclosure to accommodate the setbacks, landscaping, parking and emergency access circulation requirements. SITE PLAN N 1 7 6 4 5 4 4 3 CONDITIONAL USE PERMIT NO. 2019-06027A April 11, 2022 Page 3 of 5 ELEVATION FINDINGS AND ANALYSIS: Conditional Use Permit: Before the Planning Commission may approve an amendment to a Conditional Use Permit, it must make a finding of fact that the evidence presented shows that all of the following conditions exist: 1) That the proposed use is properly one for which a conditional use permit is authorized by this code; 2) That the proposed use will not adversely affect the adjoining land uses, or the growth and development of the area in which it is proposed to be located; 3) That the size and shape of the site proposed for the use is adequate to allow the full development o f the proposed use, in a manner not detrimental to either the particular area or health and safety; 4) That the traffic generated by the proposed use will not impose an undue burden upon the streets and highways designed and improved to carry the traffic in the area; and 5) That the granting of the conditional use permit under the conditions imposed, if any, will not be detrimental to the health and safety of the citizens of the City of Anaheim. Churches are included in the Community and Religious Assembly use classification in the Anaheim Municipal Code (“AMC”) Churches and day care centers are permitted in the “RM-3” Multiple-Family Residential zone subject to approval of a conditional use permit to ensure compatibility with the surrounding area. An analysis of the traffic and circulation, parking, and compatibility is described in more detail below. Traffic/Circulation: A Traffic Impact Study was prepared for the original entitlement and the proposed amendment would not impact the results and conclusions noted in the Traffic Impact Study. Due to the relocation of the church and day care center building, the fire truck and emergency service access was reconfigured with the new route through the proposed rear parking area instead of directly adjacent to the west property line as previously approved. The proposed location has been deemed adequate by the Fire Department. Based on the above, the traffic generated by the proposed use would not impose an undue burden on streets and highways in the area. Parking: The original CUP was approved with 148 spaces to accommodate the church and day care uses. This revision proposes to reduce the provided parking by two spaces, to provide 146 2 Proposed Previously Approved CONDITIONAL USE PERMIT NO. 2019-06027A April 11, 2022 Page 4 of 5 spaces for the church and day care use. The applicant has provided a parking demand analysis determining that 146 spaces are adequate to accommodate the two uses. The code required parking for day care centers includes one space per employee, one space per 10 children, plus one space for loading and unloading. The parking requirement for church uses is determined by a parking demand analysis. The proposed day care facility would have 32 employees and a maximum of 200 children. Unlike schools, parents are required to park and come into the building to drop off or pick up their children. As a result, there is no need for a separate pick-up lane for the day care use. Therefore, 53 parking spaces are required for the day care use. The applicant’s revised parking demand analysis (Attachment 3) for the church identifies a peak demand for 136 spaces on Sundays during the church’s primary services. During the weekdays, the church will have up to 10 staff members on site in addition to the staff for the day care center. Based upon the revised parking demand analysis, the proposed 146 parking spaces would be adequate to accommodate both the daily day care use and the peak demand for the church use on Sundays. Compatibility: The pro posed reduced building height, reduced parking, additional play area, and reconfigured fire lane, trash enclosure, and parking areas would not adversely impact adjoining residential land uses because the revisions are minor, and the service and operations provided inside the building are consistent with the originally approved entitlement. The reduction in height from 34 feet to 31 feet would have no impacts on the surrounding area as it located adjacent to 3- story townhomes and apartments of similar height. Use of the relocated outdoor playground area would be limited and supervised by staff. In addition, the outdoor playground is separated from the adjoining residential uses by a block wall and landscaping. The play area meets the AMC setback requirements of 15 feet from adjoining residential properties by providing a minimum of 35 to 76 feet from the neighboring residential properties to the north, west , and south. The adequate parking, on-site circulation, and access would be provided minimizing any potential impacts to adjoining land uses and would not be detrimental to the health and safety of the surrounding neighborhood. Environmental Impact Analysis: Staff recommends that the Planning Commission find that the effects of the proposed project are adequately addressed through the previously adopted Mitigated Negative Declaration per CEQA. The proposed project is a request to amend the site plan for a church and day care facility that was previously approved through Conditional Use Permit No. 2019-06027, with an Initial Study/Mitigated Negative Declaration (IS/MND) The proposed project was reviewed and determined consistent with the previously approved IS/MND. (Attachment No. 4). CONDITIONAL USE PERMIT NO. 2019-06027A April 11, 2022 Page 5 of 5 CONCLUSION: Staff believes that the proposed amendment to the conditional use permit is compatible with the existing and surrounding uses and recommends approval of this request. Prepared by, Submitted by, Elizabeth Yee Niki Wetzel, AICP Contract Planner Deputy Director of Planning and Building Attachments: 1. Draft Conditional Use Permit Resolution 2. Project Plans 3. Letter of Operation/Parking Demand Analysis 4. CEQA Determination 5. Staff Report from April 13, 2020 6. Vicinity Map 7. Aerial Map [DRAFT] ATTACHMENT NO. 1 - 1 - PC2022-*** RESOLUTION NO. PC2022-*** A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF ANAHEIM APPROVING AN AMENDMENT TO CONDITIONAL USE PERMIT NO. 2019-06027 AND MAKING CERTAIN FINDINGS IN CONNECTION THEREWITH (DEV2021-00114) (227 NORTH MAGNOLIA AVENUE) WHEREAS, the Planning Commission of the City of Anaheim (herein referred to as the "Planning Commission") did receive a verified petition to amend Conditional Use Permit No. 2019-06027 to revise the site plan including a relocation of the building, a reduction in building height, a reduction in parking, the addition of an outdoor play area, and to reconfigure the fire lane, trash enclosure, and parking areas (the “Proposed Project”), at a certain real property located at 227 North Magnolia Avenue in the City of Anaheim, as generally depicted on Exhibit A attached hereto and incorporated herein by this reference (the "Property"); and WHEREAS, on April 13, 2020, and subject to certain conditions of approval, the Planning Commission adopted Resolution No. PC2020-008, approving Conditional Use Permit No. 2019-06027 to permit a new church facility with childcare on a 2.97-acre parcel (herein referred to as the “Original CUP”) on that certain real property located at 227 North Magnolia Avenue in the City of Anaheim. The conditions of approval included in Resolution No. PC2020-008 shall be referred to herein as the “Previous Conditions of Approval”; and, WHEREAS, the Property is approximately 6.32 acres square feet and is developed with multiple-family residential units on a portion of the property with the portion of the property permitted for the church as currently vacant. The Property is designated for Low Medium Density Residential land uses by t he Anaheim General Plan. The Property is also located in the "RM-3" Multiple - Family Residential zone (up to 18 units/acre) and is subject to the zoning and development standards contained in Chapter 18.06 (Multiple-Family Residential Zone) of the Anaheim Municipal Code (herein referred to as the “Code”); and WHEREAS, the Planning Commission did hold a public hearing at the Civic Center in the City of Anaheim on April 11, 2022 at 5:00 p.m. and notice of said public hearing having been duly given as required by law and in accordance with the provisions of Chapter 18.60 (Procedures) of the Code, to hear and consider evidence for and against the Proposed Project and to investigate and make findings and recommendations in connection therewith; and WHEREAS, pursuant to and in accordance with the provisions of the California Environmental Quality Act (Public Resources Code Section 21000 et seq.; herein referred to as “CEQA”), the State of California Guidelines for Implementation of the California Environmental Quality Act (Title 14 of the California Code of Regulations; herein referred to as the "CEQA Guidelines"), and the City's CEQA procedures, the City is the "lead - 2 - PC2022-*** agency" for the preparation and consideration of environmental documents for the Proposed Project; and WHEREAS, the Planning Commission finds and determines that the previously adopted Mitigated Negative Declaration is the appropriate environmental documentation and determine that the project is in substantial conformance with the project which was previously analyzed pursuant to the CEQA; and WHEREAS, this Planning Commission, after due inspection, investigation and study made by itself and in its behalf, and after due consideration of all evidence and reports offered at said hearing with respect to the request to amend Conditional Use Permit 2019- 06027, do es find and determine the following: 1. That the Proposed Project is properly one for which a conditional use permit is authorized by the Code which allows a Community and Religious Assembly use in the "RM-3" Multiple Family Residential Zone subject to subsection .010 of Section 18.06.030 (Uses) of Chapter 18.06 (Multiple Family Residential Zones) of the Code. 2. That the proposed use will not adversely affect the adjoining land uses, or the growth and development of the area in which it is proposed to be located, because the church and majority of day care services and operations would be provided inside the building. Use of the outdoor playground area would be limited and supervised by staff. In addition, the outdoor playground is separated by concrete block wall, landscaping, and setback a minimum of 35 feet from the neighboring properties to the north, west, and south to help reduce any potential compatibility issues. Further, the project would meet the Code required number of parking spaces, traffic generated by the proposed use would not impose an undue burden on streets and highways in the area, and adequate on-site circulation and access would be provided. 3. That the size and shape of the site proposed for the use is adequate to allow the full development of the proposed use, in a manner not detrimental to either the particular area or health and safety because the proposed use would accommodate the parking, t raffic flows, and circulation without creating detrimental effects on adjacent properties. 4. That the traffic generated by the proposed use will not impose an undue burden upon the streets and highways designed and improved to carry the traffic in the area because the traffic generated by this use will not exceed the anticipated volumes of traffic on the surrounding street s. 5. That the granting of the conditional use permit under the conditions imposed, if any, will not be detrimental to the health and safety of the citizens of the City of Anaheim and will provide a land use that is compatible with the surrounding area; and WHEREAS, this Planning Commission determines that the evidence in the record constitutes substantial evidence to support the actions taken and the findings made - 3 - PC2022-*** in this Resolution, that the facts stated in this Resolution are supported by substantial evidence in the record, including testimony received at the public hearing, the staff presentations, the staff report and all materials in the project files. There is no substantial evidence, nor are there other facts, that negate the findings made in this Resolution. This Planning Commission expressly declares that it considered all evidence presented and reached these findings after due consideration of all evidence presented to it. NOW, THEREFORE, BE IT RESOLVED that, pursuant to the above findings, this Planning Commission does hereby amend Conditional Use Permit No. 2019-06027, to revise the site plan including a relocation of the building, a reduction in building height, a reduction in parking, the addition of an outdoor play area, and to reconfigure the fire lane, trash enclosure, and parking areas contingent upon and subject to the conditions of approval set forth in Exhibit B attached hereto and incorporated herein by this reference, which are hereby found to be a necessary prerequisite to the proposed use of the subject Property in order to preserve the safety and general welfare of the citizens of Anaheim. BE IT FURTHER RESOLVED that effective upon the effective date of this Resolution, the conditions of approval attached to the Resolution as Exhibit B and incorporated herein by this reference (the “Revised Conditions of Approval”) amend the Previous Conditions of Approval and hereby replace the Previous Conditions of Approval in their entirety. All references to the conditions of approval for the Original CUP shall be the revised Conditions of Approval attached to this Exhibit B, which shall control and govern the Original CUP, as amended by Conditional Use Permit No. 2021-06027A. BE IT FURTHER RESOLVED that extensions for further time to complete conditions of approval may be granted in accordance with Section 18.60.170 of the Code. Timing for compliance with conditions of approval may be amended by the Planning Director upon a showing of good cause provided (i) equivalent timing is established that satisfies the original intent and purpose of the condition, (ii) the modification complies with the Code, and (iii) the applicant has demonstrated significant progress toward establishment of the use or approved development. BE IT FURTHER RESOLVED, that this permit is approved without limitations on the duration of use. Amendment s, modifications, and revocations of this permit may be processed in accordance with Chapters 18.60.190 (Amendment to Permit Approval) and 18.60.200 (City-Initiated Revocation or Modification of Permits) of the Code. BE IT FURTHER RESOLVED that the Planning Commission does hereby find and determine that adoption of this Resolution is expressly predicated upon applicant's compliance with each and all of the conditions hereinabove set forth. Should any such condition, or any part thereof, be declared invalid or unenforceable by the final judgment of any court of competent jurisdiction, then this Resolution, and any approvals herein contained, shall be deemed null and void. BE IT FURTHER RESOLVED that amendment of Conditional Use Permit No. 2021-06027 constitutes approval of the proposed request only to the extent that it complies with the Code and any other applicable City, State and Federal regulations. Approval does not include any action or findings as to compliance or approval of the request regarding any other applicable ordinance, regulation, or requirement. - 4 - PC2022-*** THE FOREGOING RESOLUTION was adopted at the Planning Commission meeting of April 11, 2022. Said resolution is subject to the appeal provisions set forth in Chapter 18.60 (Procedures) of the Anaheim Municipal Code pertaining to appeal procedures and may be replaced by a City Council Resolution in the event of an appeal. CHAIRPERSON, PLANNING COMMISSION OF THE CITY OF ANAHEIM ATTEST: SECRETARY, PLANNING COMMISSION OF THE CITY OF ANAHEIM STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss. CITY OF ANAHEIM ) I, Stephanie Rodriguez, Secretary of the Planning Commission of the City of Anaheim, do hereby certify that the foregoing resolution was passed and adopted at a meeting of the Planning Commission of the City of Anaheim held on April 11, 2022, by the following vote of the members thereof: AYES: COMMISSIONERS: NOES: COMMISSIONERS: ABSENT: COMMISSIONERS: IN WITNESS WHEREOF, I have hereunto set my hand this 11th day of April, 2022. SECRETARY, PLANNING COMMISSION OF THE CITY OF ANAHEIM - 5 - PC2022-*** - 6 - PC2022-*** EXHIBIT “B” CONDITIONAL USE PERMIT NO. 2019-06027A (DEV2021-00114) NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT WITHIN 30 DAYS OF APPROVAL OF THE CONDITIONAL USE PERMIT 1 Owner/Developer shall install an approved backflow prevention assembly on the water service connection(s) serving the property, behind property line and building setback in accordance with Public Utilities Department Water Engineering Division requirements. Public Utilities, Water Engineering Division PRIOR TO ISSUANCE OF A GRADING PERMIT 2 Prepare and submit a final grading plan showing building footprints, pad elevations, finished grades, drainage routes, retaining walls, erosion control, slope easements, and other pertinent information in accordance with Anaheim Municipal Code and the California Building Code, latest edition. Public Works, Development Services 3 Prepare and submit a final drainage study, including supporting hydraulic and hydrological calculations to the City of Anaheim for review and approval. The study shall confirm or recommend changes to the City's adopted Master Drainage Plan by identifying off-site and on-site storm water runoff impacts resulting from build- out of permitted General Plan land uses. In addition, the study shall identify the project's contribution and shall provide locations and sizes of catchments and system connection points and all downstream drainage-mitigating measures including but not limited to offsite storm drains and interim detention facilities. Public Works, Development Services 4 Execute a Save Harmless Agreement with the City of Anaheim for any storm drain connections to the City’s storm drain system. The agreement shall be recorded by the owner/developer on the property prior to the issuance of any permits. Public Works, Develo pment Services 5 Obtain the required coverage under California’s General Permit for Stormwater Discharges associated with Construction Activity by providing a copy of the Notice of Intent (NOI) submitted to the State Water Resources Control Board and a copy of the subsequent notification of the issuance of a Waste Discharge Identification (WDID) number. Public Works, Development Services 6 Prepare a Stormwater Pollution Prevention Plan (SWPPP). The SWPPP shall be kept at the project site and be available for Public Works Development Services Division review upon request. Public Works, Development Services - 7 - PC2022-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 7 Submit Water Quality Management Plan (WQMP) to the City for review and approval. The WQMP shall be consistent with the requirements of Section 7 and Exhibit 7.II of the Orange County Drainage Area Management Plan (DAMP) for New Development/Significant Redevelopment projects. The WQMP shall identify potential sources of pollutants during the long-term on-going maintenance and use of the proposed project that could affect the quality of the stormwater runoff from the project site; define Source Control, Site Design, and Treatment Control (if applicable) best management practices (BMPs) to control or eliminate the discharge of pollutants into the surface water runoff; and provide a monitoring program to address the long-term implementation of and compliance with the defined BMPs. Public Works, Development Services 8 Submit a Preliminary Geotechnical Report to the Public Works Development Services Division for review and approval. The report shall address grading and any proposed infiltration features of the WQMP. Public Works, Development Services 9 The Owner/Developer shall submit a set of improvement plans for Public Utilities Water Engineering review and approval in determining the conditions necessary for providing water service to the project. Public Utilities, Water Engineering Division 10 All existing water services and fire services shall conform to current Water Services Standards Specifications. Any water service and/or fire line that does not meet current standards shall be upgraded if continued use is necessary or abandoned if the existing service is no longer needed. The owner/developer shall be responsible for the costs to upgrade or to abandon any water service or fire line. Public Utilities, Water Engineering Division 11 During construction, the owner/developer shall require all construction contractors to comply with South Coast Air Quality Management District’s (SCAQMD’s) Rules 402 and 403 in order to minimize construction emissions of dust and particulates. SCAQMD Rule 402 requires that air pollutant emissions not be a nuisance off site. Rule 402 prohibits the discharge from any source whatsoever such quantities of air contaminants or other material which cause injury, detriment, nuisance, or annoyance to any considerable number of persons or to the public, or which endanger the comfort, repose, health, or safety of any such persons or the public, or which cause, or have a natural tendency to cause, injury or damage to business or property. Planning and Building Department, Building Division - 8 - PC2022-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT SCAQMD Rule 403 requires that fugitive dust be controlled with Best Available Control Measures so that the presence of such dust does not remain visible beyond the property line of the emission source. This rule is intended to reduce PM10 emissions from any transportation, handling, construction, or storage activity that has the potential to generate fugitive dust. This requirement shall be included as notes on the contractor specifications. Table 1 of Rule 403 lists the Best Available Control Measures that are applicable to all construction projects. The measures include, but are not limited to, the following: a. Portions of a construction site to remain inactive longer than a period of three months will be seeded and watered until grass cover is grown or otherwise stabilized. b. All on-site roads will be paved as soon as feasible or watered periodically or chemically stabilized.. c. All material transported off site will be either sufficiently watered or securely covered to prevent excessive amounts of dust. d. The area disturbed by clearing, grading, earthmoving, or excavation operations will be minimized at all times. e. Where vehicles leave a construction site and enter adjacent public streets, the streets will be swept daily or washed down at the end of the work day to remove soil tracked onto the paved surface. MM AQ-1 Dust Control 12 South Coast Air Quality Management District (SCAQMD) Rule 1113 requires manufacturers, distributors, and end-users of architectural and industrial maintenance coatings to reduce reactive organic gas (ROG) emissions from the use of these coatings, primarily by placing limits on the ROG content of various coating categories. Architectural coatings shall be selected so that the volatile organic compound (VOC) content of the coatings is compliant with SCAQMD Rule 1113. This requirement shall be included as notes on contractor specifications. MM AQ-2: Architectural Coatings. Planning and Building Department, Building Division 13 California Health and Safety Code Section 7050.5, State CEQA Guidelines Section 15064.5, and Public Resources Code (PRC) Section 5097.98 mandate the process to be followed in the event of an accidental discovery of any human remains in a location other than a dedicated cemetery. California Health and Safety Code Section 7050.5 requires that in the event that human remains are discovered, disturbance of the project site shall be halted until the coroner has conducted an investigation into the circumstances, Planning and Building Department, Planning Services Division - 9 - PC2022-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT manner and cause of death, and the recommendations concerning the treatment and disposition of the human remains have been made to the person responsible for the excavation, or to his or her authorized representative, in the manner provided in PRC Section 5097.98. If the coroner determines that the remains are not subject to his or her authority and if the coroner recognizes or has reason to believe the human remains to be those of a Native American, he or she shall contact, by telephone within 24 hours, the Native American Heritage Commission. MM CUL-1 14 During rough grading activities, which are defined as any grading activity occurring at depths below four feet from the existing surface, close monitoring should occur to quickly and professionally collect any specimens without impeding development and sediment samples should be collected and processed by a qualified professional to determine the small fossil potential. In the event that paleontological resources are inadvertently unearthed during excavation and grading activities of any future development project, the paleontologist or contractor shall temporarily cease all earth- disturbing activities within a 100-foot radius of the area of discovery. The qualified professional shall evaluate the significance of the finding and determine the appropriate course of action. If avoidance of the resource(s) is not feasible, salvage operation requirements pursuant to Section 15064.5 of the State CEQA Guidelines shall be followed. After the find has been appropriately avoided or mitigated, work in the area may resume. Nothing in this mitigation measure precludes the retention of a single cross-trained observer who is qualified to monitor for both archaeological and paleontological resources. MM GEO-1 Planning and Building Department, Planning Services Division 15 The owner/developer shall ensure through contract specifications that construction best management practices (BMPs) be implemented by contractors to reduce construction noise levels. Contract specifications shall be included in construction documents, which shall be reviewed by the City prior to issuance of a grading or building permit (whichever is issued first). The construction BMPs shall include the following: • 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. • Use electric air compressors and similar power tools rather than diesel equipment, where feasible. Planning and Building Department, Building Division - 10 - PC2022-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT • Construction-related equipment, including heavy-duty equipment, motor vehicles, and portable equipment, shall be turned off when not in use for more than 5 minutes. • Construction hours, allowable workdays, and the phone number of the job superintendent shall be clearly posted at all construction entrances to allow for surrounding owners and residents to contact the job superintendent. If the City or the job superintendent receives a complaint, the superintendent shall investigate, take appropriate corrective action, and report the action taken to the reporting party. MM N-1 16 Prior to the issuance of a grading permit, the City’s Building Division shall confirm that construction contract specifications prohibit the use of large construction equipment (e.g., dozers, graders, scrapers, vibratory rollers) capable of generating vibration levels of 0.4 inches-per-second PPV at sensitive receiver locations within 20 feet of adjacent residences. If the contractor can demonstrate that specific pieces of large construction equipment vibration levels of 0.4 inches-per-second PPV, then they shall be allowed to operate within the 20-foot buffer zone. MM N-2 Planning and Building Department, Building Division 17 A Native American Monitor/Consultant shall be retained and a copy of the executed contract shall be submitted to the City of Anaheim Planning & Building Department prior to the commencement of construction. The owner/developer shall be required to retain and compensate for the services of a tribal monitor/consultant who is both approved by the Gabrieleño Band of Mission Indians-Kizh Nation Tribal Government and is listed under the NAHC’s Tribal Contact list for the project area. This list is provided by the NAHC. The tribal monitor/consultant shall only be present on the project site during rough grading activities which are defined as any grading activity occurring at depths below four feet from the existing surface. The tribal monitor/consultant shall complete daily monitoring logs that will provide descriptions of the day’s activities, including construction activities, locations, soil, and any cultural materials identified. On-site monitoring shall end when project site rough grading activities are completed. MM TCR-1 Planning and Building Department, Planning Services Division 18 Unanticipated Discovery of Tribal Cultural and Archaeological Resources. Upon discovery of any archaeological resources, construction activities shall be ceased in the immediate vicinity of the find until the find can be assessed. All archaeological resources Planning and Building Department, - 11 - PC2022-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT unearthed by project construction activities shall be evaluated by the qualified archaeologist and Tribal monitor/consultant approved by the Gabrieleño Band of Mission Indians-Kizh Nation. If the resources are Native American in origin, the Gabrieleño Band of Mission Indians-Kizh Nation shall coordinate with the property owner/developer regarding treatment and curation of these resources. Typically, the Tribe will request reburial or preservation for educational purposes. Work may continue on other parts of the project site while evaluation and, if necessary, mitigation takes place (CEQA Guidelines Section 15064.5[f]). If a resource is determined by the qualified archaeologist to constitute a “historical resource” or “unique archaeological resource,” time allotment and funding sufficient to allow for implementation of avoidance measures, or appropriate mitigation, must be available. The treatment plan established for the resources shall be in accordance with CEQA Guidelines Section 15064.5(f) for historical resources and PRC Sections 21083.2(b) for unique archaeological resources. Preservation in place (i.e., avoidance) is the preferred manner of treatment. If preservation in place is not feasible, treatment may include implementation of archaeological data recovery excavations to remove the resource along with subsequent laboratory processing and analysis. Any historic archaeological material that is not Native American in origin shall be curated at a public, non-profit institution with a research interest in the materials, such as the Natural History Museum of Los Angeles County or the Fowler Museum, if such an institution agrees to accept the material. If no institution accepts the archaeological material, they shall be offered to a local school or historical society in the area for educational purposes. MM TCR-2 Planning Services Division PRIOR TO THE ISSUANCE OF BUILDING PERMITS 19 Parcel Map No. 2019-165 shall be recorded and recordation document provided to the City of Anaheim. Public Works, Development Services 20 Tract Map No. 19091 shall be recorded pursuant to the Subdivision Map Act and in accordance with City Municipal Code and a duplicate photo Mylar of the recorded map provided to the City Engineer's office. Public Works, Development Services - 12 - PC2022-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 21 Subject to prior approval by City Engineer, a cash-in-lieu payment based on the engineer’s cost estimate, in an amount determined by the City Engineer, shall be paid to the City of Anaheim for future street widening along Magnolia Avenue. Public Works, Development Services 22 Execute an agreement with the City of Anaheim to construct the new portion of City sewer in Magnolia Avenue and perform its operation and maintenance in perpetuity in accordance with City standards. The agreement shall also require the developer to indemnify the City for this new City sewer. The agreement shall be recorded and the recordation document provided to the City of Anaheim prior to the issuance of any building permits. Public Works, Development Services 23 Obtain a connection permit from the Orange County Sanitation District (OCSD) for the new portion of City sewer in Magnolia Avenue. Public Works, Development Services 24 Obtain a Right -of-Way Construction Permit (RCP) from the Development Services Division and post a security for construction of all required public improvements within street right-of-way. Public Works, Development Services 25 Any/all existing easements in with proposed buildings shall be abandoned and the abandonment document recorded. Public Works, Development Services 26 Provide a certificate from a Registered Civil Engineer certifying that the finished grading has been completed in accordance with the City approved grading plan. Public Works, Development Services 27 All site landscape plans shall comply with the City of Anaheim adopted Landscape Water Efficiency Guidelines. This ordinance is in compliance with the State of California Model Water Efficient Landscape Ordinance (AV 1881). Public Works, Development Services 28 Prior to the issuance of the first building permit, street improvement plans shall be submitted for all traffic related improvements adjacent to the project site to the Public Works Department, Development Services Division for review and approval. These plans will show both sides of all streets and alleys adjacent to the property, including all driveways and utility installations, signing and striping. All Public Works, Traffic Engineering - 13 - PC2022-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT improvements shall be installed and completed prior to the first final building and zoning inspection. 29 Prior to commencement of structural framing, fire hydrants shall be installed and charged as required and approved by the Fire Department. Fire Department 30 Permanent, temporary, and phased emergency access roads shall be designed and maintained to support an imposed load of 70,000 lbs. and surfaced to provide all-weather driving capabilities. Fire Department 31 Fire hydrants shall meet minimum Fire Department Specifications and Requirements for spacing, distance to structure and available fire flow. Fire Department 32 An automatic fire sprinkler system shall be designed, installed and maintained in all structures as required by the Fire Department per NFPA-13, 13R, or 13D. Fire Department 33 A fire alarm system shall be designed, installed and maintained as required by the Fire Department per NFPA-72. Fire Department 34 Lockable pedestrian and/or vehicular access gates shall be equipped with Knox devices as required and approved by the Fire Department. Fire Department 35 A private water system with separate water service for fire protection and domestic water shall be provided and shown on plans submitted to the Water Engineering Division of the Anaheim Public Utilities Department. Public Utilities, Water Engineering 36 Per California Water Code, Division 1, Chapter 8, Article 5, Section 537-537.5) as amended by Senate Bill 7, water submetering shall be furnished and installed by the owner/developer and a water submeter shall be installed to each individual unit. Provisions for the ongoing maintenance and operation (including meter billing) of the submeters shall be the responsibility of the owner and included and recorded in the Master CC&Rs for the project. Public Utilities, Water Engineering 37 All backflow equipment shall be located above ground outside of the street setback area in a manner fully screened from all public streets and alleys. Any backflow assemblies currently installed in a vault will have to be brought up to current standards. Any other large water system equipment shall be installed to the satisfaction of the Water Engineering Division outside of the street setback area in a Public Utilities, Water Engineering - 14 - PC2022-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT manner fully screened from all public streets and alleys. Said information shall be specifically shown on plans and approved by Water Engineering and Cross Connection Control Inspector. 38 All requests for new water services, backflow equipment, or fire lines, as well as any modifications, relocations, or abandonments of existing water services, backflow equipment, and fire lines, shall be coordinated and permitted through Water Engineering Division of the Anaheim Public Utilities Department. Public Utilities, Water Engineering 39 The o wner shall irrevocably offer to dedicate to the City of Anaheim (i) an easement for all large domestic above-ground water meters and fire hydrants, including a five (5)-foot wide easement around the fire hydrant and/or water meter pad. (ii) a twenty (20) foot wide easement for all water service mains and service laterals all to the satisfaction of the Water Engineering Division. The easements shall be granted on the Water Engineering Division of the Public Utilities Department’s standard water easement deed. The easement deeds shall include language that requires the owner to be responsible for restoring any special surface improvements, other than asphalt paving, including but not limited to colored concrete, bricks, pavers, stamped concrete, decorative hardscape, walls or landscaping that becomes damaged during any excavation, repair or replacement of City owned water facilities. Provisions for the repair, replacement, and maintenance of all surface improvements other than asphalt paving shall be the responsibility of the owner and included and recorded in the Master CC&Rs for the project. Public Utilities Water Engineering. Public Utilities, Water Engineering 40 The owner/developer shall submit a water system master plan, including a hydraulic distribution network analysis, considering the maximum fire flow rate plus maximum day demands and peak hour water demands for the project for Public Utilities Water Engineering review and approval. The master plan shall demonstrate the adequacy of the existing water system and proposed on-site water system to meet the project’s water demands and fire protection requirements. Any off-site water system improvements required to serve the project shall be paid for by the owner/developer done in accordance with Rule No. 15A.1 of the Water Utility Rates, Rules, and Regulations. Public Utilities, Water Engineering 41 Water improvement plans shall be submitted to the Water Engineering Division for approval and a performance bond in the amount approved by the City Engineer and form approved by City Attorney shall be posted with the City of Anaheim. Public Utilities, Water Engineering - 15 - PC2022-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 42 Individual water service and/or fire line connections will be required for each parcel or residential, commercial, industrial unit per Rule 18 of the City of Anaheim’s Water Rates, Rules and Regulations. Public Utilities, Water Engineering 43 Owner/developer shall contact Water Engineering for recycled water system requirements and specific water conservation measures to be incorporated into the building and landscape construction plans. Public Utilities, Water Engineering 44 Prior to approval of permits for improvement plans, the property owner/developer shall coordinate with Electrical Engineering to establish electrical service requirements and submit electric system plans, electrical panel drawings, site plans, elevation plans, and related technical drawings and specifications. Public Utilities, Electrical Engineering 45 Prior to connection of electrical service, the legal owner shall provide to the City of Anaheim a Public Utilities easement with dimensions as shown on the approved utility service plan. Public Utilities, Electrical Engineering 46 Prior to connection of electrical service, the legal owner shall submit payment to the City of Anaheim for service connection fees. Public Utilities, Electrical Engineering 47 During construction, grubbing, brushing, or tree removal shall be conducted outside of the state identified nesting season for migratory birds (i.e., typically March 15 through September 1), if possible. If construction activities cannot be conducted outside of nesting season, a Pre-Construction Nesting Bird Survey within and adjacent to the project site shall be conducted by a qualified biologist within three days prior to initiating construction activities. If active nests are found during the Pre-Construction Nesting Bird Survey, a Nesting Bird Plan (NBP) shall be prepared by a qualified biologist and implemented during construction. At a minimum, the NBP shall include guidelines for addressing active nests, establishing buffers, monitoring, and reporting. The size and location of all buffer zones, if required, shall be based on the nesting species, nesting sage, nest location, its sensitivity to disturbance, and intensity and duration of the disturbance activity. MM BIO-1: Nesting Migratory Birds. Planning and Building Department, Building Division 48 Prior to issuance of building permits, the owner/developer shall be required to demonstrate to the Planning Division and Building Division that building plans meet the applicable Title 24 Energy Planning and Building Department, - 16 - PC2022-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT Efficiency Standards for Residential and Nonresidential Buildings (California Code of Regulations [CCR], Title 24, Part 6). These standards are updated, nominally every three years, to incorporate improved energy efficiency technologies and methods. MM GHG-1 Building Division 49 Prior to issuance of building permits, the owner/developer shall be required to demonstrate to the Planning Services Division, that building plans meet the applicable California Green Building Standards (CalGreen) Code (24 CCR 11). MM GHG-2 Planning and Building Department, Building Division 50 All construction activities should be limited to the hours between 7:00 a.m. and 7:00 p.m. in compliance with AMC Section 6.70.0110. Planning and Building Department, Code Enforcement 51 The owner/developer shall comply with the City of Anaheim provisions for park and recreational facilities (Anaheim Municipal Code §17.34.010). Prior to the issuance of a building permit for any dwelling unit or units, the owner/developer shall irrevocably offer to dedicate a portion of the land on which said unit or units are located and pay a fee for the development thereof, or pay a fee in lieu of dedication and the development fee for the purpose of providing park and recreational facilities to serve the future residents of the unit or units; provided, however, that, for projects having 50 or fewer dwelling units, only the payment of the in-lieu fee shall be required. Upon the approval of the Director of the Community Services Department, the owner/developer may irrevocably offer land other than the land on which the units are located. SC R-1 Planning and Building Department, Planning Services Division 52 Should your development project need to be phased such that some parts of your project need to be occupied (temporarily or permanently) prior to final completion or final approval of the project in its entirety, plans outlining this are required as part of all plan submittals. It is crucial that these plans clearly indicate: • various phases of occupancy • how clear separation of construction and non-construction personnel is maintained • clear means of egress, occupant loads, paths of travel and how each component changes with each additional occupied phase Planning and Building Department, Building Division - 17 - PC2022-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT These “phasing plans” shall be submitted as part of the development plan submittals beginning with the initial plan submittal to be utilized throughout the building process. A minimum of two (but not greater than three) weeks prior to the time at which occupancy (of part of the development) is desired, please work closely with your Business Assistance Specialist and complete and submit the Application for Temporary Use and Occupancy. It is imperative that the application refers to the approved phasing plans accurately. A new application must be submitted for review at each desired phased occupancy and may be subject to additional conditions or completion milestones from various City Departments. PRIOR TO THE FINAL BUILDING AND ZONING INSPECTIONS 53 All public improvements shall be constructed by the developer, inspected, and accepted by Construction Services prior to final building and zoning inspection. Public Works, Development Services 54 All remaining fees/deposits required by Public Works department must be paid in full. Public Works, Development Services 55 Set all Monuments in accordance with the final map and submit all centerline ties to Public Works Department. Any monuments damaged as a result of construction shall be reset to the satisfaction of the City Engineer. Public Works, Development Services 56 Prior to final building and zoning inspections, ADA compliant curb access ramps with truncated domes shall be constructed at the intersections with the private streets on both sides of the private street in conformance with Public Works Standard Detail 111-3. Public Works, Development Services 57 Prior to final building and zoning inspections, all required WQMP items shall be inspected and operational. Public Works, Development Services 58 Prior to final building and zoning inspection, fire lanes shall be posted with “No Parking Any Time.” Said information shall be specifically shown on plans submitted for building permits. Public Works, Traffic Engineering 59 That curbs adjacent to the drive aisles shall be painted red to prohibit parallel parking in the drive aisles. Red curb locations shall be clearly labeled on building plans. Public Works, Traffic Engineering 60 Owner/Developer shall install an approved backflow prevention assembly on the water service connection(s) serving the property, Public Utilities Water Engineering - 18 - PC2022-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT behind property line and building setback in accordance with Public Utilities Department Water Engineering Division requirements. ON-GOING DURING PROJECT GRADING, CONSTRUCTION AND OPERATIONS 61 Any Graffiti painted or marked upon the premises or on any adjacent area under the control of the licensee shall be removed or painted over within 24 hours of being applied. Police Department, Planning & Research Unit 62 The o wner shall be responsible for restoring any special surface improvements, other than asphalt paving, within any right -of-way, public utility easement or City easement area including but not limited to colored concrete, bricks, pavers, stamped concrete, walls, decorative hardscape or landscaping that becomes damaged during any excavation, repair or replacement of City owned water facilities. Provisions for maintenance of all said special surface improvements shall be included in the recorded Master CC&Rs for the project and the City easement deeds. Public Utilities Water Engineering 63 The church facility shall operate in accordance with the Letter of Operation submitted as part of the application. Any changes to the facility’s operation described in the Letter of Operation shall be subject to review and approval by the Planning Director to determine substantial conformance with said letter and to ensure compatibility with t he surrounding uses. The operation of the child care facility shall not conflict with Sunday services for the church. Planning and Building Department, Planning Services Division 64 Vehicle gates shall not be installed across the project driveways or access roads as the site design does not allow any such gates to conform to City of Anaheim Engineering Standard Detail 475 pertaining to gate set back distance, turnaround area, guest phone, separate lane for guest access, and minimum width for ingress/egress as required by the Fire Department. Should gates be desired in the future, gates shall comply with the current version of City of Anaheim Engineering Standard Detail 475 and are subject to approval by the City Engineer. Public Works, Traffic Engineering GENERAL 65 All CBC and CFC requirements shall be followed for permit issuance. Any fire permits which includes fire sprinklers, fire alarm, etc shall be submitted directly to Anaheim Fire Prevention Department. Fire Department Community Risk Reduction Division - 19 - PC2022-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 66 A Fire Master Plan shall be submitted directly to AFD in conjunction with the grading plan submittal. Fire Department Community Risk Reduction Division 67 Provisions of 2019 CFC Chapter 33 for fire safety during construction shall be followed. Fire Department Community Risk Reduction Division 68 The following minimum horizontal clearances shall be maintained between proposed water main and other facilities: • 10-feet minimum separation (outside wall-to-outside wall) from sanitary sewer mains and laterals • 5-feet minimum separation from all other utilities, including storm drains, gas, and electric • 6-feet minimum separation from curb face • 10-feet minimum separation from structures, footings, and trees. The following minimum clearances shall be provided around all new and existing public water facilities (e.g. water mains, fire hydrants, service laterals, meters, meter boxes, backflow devices, etc.): • 10 feet from structures, footings, walls, stormwater BMPs, power poles, street lights, and trees. • 5 feet from driveways, BCR/ECR of curb returns, and all other utilities (e.g. storm drain, gas, electric, etc.) or above ground facilities. Public Utilities, Water Engineering 69 No public water main or public water facilities shall be installed in private alleys or paseo areas. Public Utilities, Water Engineering 70 No public water mains or laterals allowed under parking stalls or parking lots. Public Utilities, Water Engineering 71 All fire services 2-inch and smaller shall be metered with a UL listed meter, Hersey Residential Fire Meter with Translator Register, no equals. Public Utilities, Water Engineering 72 Any proposed changes to the Solid Waste Management Plan must be approved by the Public Works Department, Sanitation Division. Public Works Operations, Streets & Sanitation 73 Conditions of approval related to each of the timing milestones above shall be prominently displayed on plans submitted for permits. For example, conditions of approval that are required to be complied with prior to the issuance of building permits shall be provided on plans submitted for building plan check. This requirement applies to grading permits, final maps, street improvement plans, water and Planning and Building Department, Planning Services Division - 20 - PC2022-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT electrical plans, landscape irrigation plans, security plans, parks and trail plans, and fire and life safety plans, etc. 74 The owner/developer is responsible for paying all charges related to the processing of this discretionary case application within 30 days of the issuance of the final invoice or prior to the issuance of building permits for this project, whichever occurs first. Failure to pay all charges shall result in delays in the issuance of required permits or may result in the revocation of the approval of this application. Planning and Building Department, Planning Services Division 75 The day care facility shall be limited to no more than 200 children and 32 staff to ensure that adequate parking is maintained. Any increase in children and/or staff shall require the owner/developer to provide additional parking and a modification to the Conditional Use Permit. Planning and Building Department, Planning Services Division 76 The property shall be developed substantially in accordance with plans and specifications submitted to the City of Anaheim by the owner/developer and which plans are on file with the Planning Department. Planning and Building Department, Planning Services Division 77 The owner/developer shall defend, indemnify, and hold harmless the City and its officials, officers, employees and agents (collectively referred to individually and collectively as “Indemnitees”) from any and all claims, actions or proceedings brought against Indemnitees to attack, review, set aside, void, or annul the decision of the Indemnitees concerning this permit or any of the proceedings, acts or determinations taken, done, or made prior to the decision, or to determine the reasonableness, legality or validity of any condition attached thereto. The owner/developer’s indemnification is intended to include, but not be limited to, damages, fees and/or costs awarded against or incurred by Indemnitees and costs of suit, claim or litigation, including without limitation attorneys’ fees and other costs, liabilities and expenses incurred by Indemnitees in connection with such proceeding. Planning and Building Department, Planning Services Division 78 All new landscaping shall be installed in conformance with Chapter 18.46 “Landscape and Screening” of the Anaheim Municipal Code and shall be maintained in perpetuity. Landscaping shall be replaced in a timely manner in the event that it is removed, damaged, diseased and/or dead. Planning and Building Department, Planning Services Division - 21 - PC2022-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 79 That ongoing during project operations, preschool student pick- up/drop-off shall be performed on site. Public Works Department, Traffic Engineering 80 That ongoing during project operations, vehicle deliveries including loading and unloading shall be performed on site. Delivery vehicles shall not block any part of the public right of way. Public Works Department, Traffic Engineering 81 File Emergency Listing Card, Form APD-281, with the Police Department, available at the Police Department front counter. This card should include on and off site property management contact information for regular business hours as well as emergency after hours contacts. Anaheim Police Department, Planning & Research Unit 82 “No Trespassing 602(k) P.C.” posted at the entrances of parking lots/structures and located in other appropriate places (i.e., Resident gathering points and access points, bicycle parking, etc.) Signs must be at least 12” wide x 24” high in overall size, with white background and black 2” lettering. Anaheim Police Department, Planning & Research Unit 83 All entrances to parking areas should be posted with appropriate signs per 22658(a) C.V.C. to assist in removal of vehicles at the property owner’s/manager’s request. Anaheim Police Department, Planning & Research Unit 84 Complete a Burglary/Robbery Alarm Permit application, Form APD 516, and return it to the Police Department prior to initial alarm activation. Anaheim Police Department, Planning & Research Unit 85 Adequate lighting of parking lots, passageways, doors, recesses, and grounds contiguous to buildings shall be provided with lighting of sufficient wattage to provide adequate illumination to make clearly visible the presence of any person on or about the premises during the hours of darkness and provide a safe, secure environment for all person, property, and vehicles on-site. Anaheim Police Department, Planning & Research Unit TECR HI TCIAL IF O NRDCENSELI OFSTATE C A A NO. C12955JAYR.T ITTL EREN. 11-30-21 COVER SHEET 09/07/2021 VICTORY BAPTIST CHURCH VICTORY BAPTIST CHURCH & SCHOOL CUP AMENDMENT 01/24/2022 COVER SHEET G0.0.1 PROJECT ID #2708 TECR HI TCIAL IF O NRDCENSELI OFSTATE C A A NO. C12955JAYR.T ITTL EREN. 11-30-23 03/14/2022 ATTACHMENT NO. 2 w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. Little 2021c PROJECT MANAGER DESIGN TEAM PRINCIPAL IN CHARGE PROJECT TEAM REVISIONS PROJECT NAME SHEET TITLE PROJECT NO. SHEET NUMBER ISSUE FOR ISSUE DATE 1300 Dove Street, Suite 100 Newport Beach, CA. 92660 T: 949.698.1400 SEAL CONSULTANT CLIENT NAME PROJECT NAME CONTRACTOR 1/22/2022 4:32:45 PMC:\Users\farnaz.mahjoob\Documents\6121562700 Victory Baptist Church & School_Revit 2020_CENTRAL_farnaz.mahjoob.rvt6121562700 01/24/2022 G0.1.1 TITLE SHEET / SHEET INDEX VICTORY BAPTIST CHURCH & SCHOOL CUP AMENDMENT 227 N Magnolia Ave,Anaheim, CA. 92801VICTORY BAPTIST CHURCH & SCHOOLVICTORY BAPTIST CHURCH & SCHOOL VICTORY BAPTIST CHURCH TA/CL TL/FM JT VICTORY BAPTIST CHURCH ERICKSON -HALL CONSTRUCTION SHEET NO.SHEET NAME A10.1.2 SECOND FLOOR FINISH PLAN 40 - STRUCTURAL S001 GENERAL STRUCTURAL NOTES S002 GENERAL STRUCTURAL NOTES S003 SPECIAL INSPECTIONS S101 FOOTING AND FOUNDATION PLAN S111 SECOND FLOOR FRAMING PLAN S121 ROOF FRAMING PLAN S201 MOMENT FRAME DETAILS S202 BRACE FRAME DETAILS S203 BRACE FRAME ELEVATIONS S204 BRACE FRAME ELEVATIONS S301 DETAILS S401 STAIR PLANS S402 STAIR DETAILS S501 DETAILS S502 DETAILS S511 DETAILS S512 DETAILS S521 DETAILS S522 DETAILS S601 SCHEDULES S602 SCHEDULES 50 - MECHANICAL M0.0.1 MECHANICAL COVER SHEET M0.0.2 MECHANICAL DETAILS M0.0.3 TITLE 24 ENERGY FORMS M1.0.1 FIRST FLOOR MECHANICAL PLAN M1.0.2 SECOND FLOOR MECHANICAL PLAN M1.0.3 ROOF MECHANICAL PLAN M1.0.4 HOOD DETAILS M1.0.5 HOOD DETAILS 60 - PLUMBING P0.0.1 PLUMBING COVER SHEET P0.0.2 PLUMBING DETAILS P0.0.3 PLUMBING DETAILS P0.0.4 GAS RISER DIAGRAM P0.0.5 WATER RISER DIAGRAMS P0.0.6 WASTE AND VENT RISER DIAGRAM P1.0.0 SITE PLUMBING PLAN P1.0.1 FIRST FLOOR WASTE AND VENT PLUMBING PLANS P1.0.2 SECOND FLOOR WASTE AND VENT PLUMBING PLANS P1.0.3 FIRST FLOOR WATER AND GAS PLUMBING PLAN P1.0.4 SECOND FLOOR WATER AND GAS PLUMBING PLAN P1.0.5 ROOF PLUMBING PLANS 70 - ELECTRICAL E0.0.0 SYMBOLS, NOTES & FIXTURE SCHEDULE E0.0.1 SINGLE LINE DIAGRAM E0.0.2 PANEL SCHEDULES E0.0.3 TITLE 24 -POWER E0.0.4 TITLE 24 -INDOOR LIGHTING E0.0.5 TITLE 24 -OUTDOOR LIGHTING E1.0.1 ELECTRICAL SITE PLAN E2.1.1 FIRST FLOOR POWER PLAN E2.1.2 SECOND FLOOR POWER PLAN E2.1.3 ROOF POWER PLAN E3.1.1 FIRST FLOOR LIGHTING PLAN E3.1.2 SECOND FLOOR LIGHTING PLAN E4.1.1 FIRST FLOOR DATA/AV PLAN E4.1.2 SECOND FLOOR DATA/AV PLAN 80 - FOOD SERVICE FS.00.0 GENERAL NOTES FS.01.0 GENERAL NOTES FS.03.0 FLOOR PLUMBING PLAN FS.04.0 FLOOR ELECTRICAL PLAN FS.05.0 BUILDING WORK PLAN FS.06.0 HOOD DETAILS FS.06.1 HOOD DETAILS FS.07.0 FOODSERVICE EQUIPMENT ELEVATIONS FS.07.A 3D VIEWS FS.08.0 DETAILS FS.09.0 ATTACHMENT DETAILS 90 - ELEVATOR 1 ELEVATOR PIT & HOISTWAY PLANS & ELEVATION VIEW 2 ELEVATOR RAIL STACK SECTIONS 3 ELEVATOR MACHINE ROOM PLAN 4 ELEVATOR ENTRANCE PLAN & ELEVATIONS 148 SHEET NO.SHEET NAME 00 - GENERAL G0.0.1 COVER SHEET G0.1.1 TITLE SHEET / SHEET INDEX G0.1.2 BUILDING ANALYSIS G0.1.3 EXITING AND AREA ANALYSIS G0.1.4 FIRE ACCESS SITE PLAN 20 - LANDSCAPE L1.0 HARDSCAPE DETAILS L1.1 HARDSCAPE PLAN L1.2 HARDSCAPE PLAN L2.0 IRRIGATION NOTES & SCHEDULE L2.1 IRRIGATION PLAN L2.2 IRRIGATION PLAN L3.0 IRRIGATION DETAILS L3.1 IRRIGATION DETAILS L4.0 PLANT SCHEDULE AND DETAILS L4.1 PLANTING PLAN L4.2 PLANTING PLAN 30 - ARCHITECTURAL A0.1.1 GENERAL NOTES A0.2.1 SYMBOLS AND ABBREVIATIONS A1.0.1 OVERALL SITE PLAN A1.1.0 ENLARGED SITE PLAN A1.2.1 FENCING PLAN A1.3.0 SITE DETAILS A1.3.1 SITE DETAILS A1.3.2 SITE DETAILS A2.1.0 FIRST FLOOR REFERENCE PLAN A2.1.1 PARTIAL FIRST FLOOR PLAN - NORTH A2.1.2 PARTIAL FIRST FLOOR PLAN - SOUTH A2.1.3 SECOND FLOOR PLAN A3.1.1 INTERIOR ELEVATIONS - SANCTUARY A3.1.2 INTERIOR ELEVATIONS - 3RD SPACE AND PLAY AREA A3.1.3 ENLARGED PLANS AND ELEVATIONS - RECEPTION, LOBBY, AND OFFICE A3.1.4 ENLARGED PLANS AND ELEVATIONS - GALLEY AND RESTROOMS A3.1.5 ENLARGED PLANS AND ELEVATIONS - KITCHEN A3.1.6 ENLARGED PLANS AND ELEVATIONS - CORE A3.1.7 ENLARGED PLANS AND ELEVATIONS - RESTROOMS A3.1.8 ENLARGED PLANS AND ELEVATIONS - RESTROOMS A3.1.9 ENLARGED PLANS AND ELEVATIONS - RESTROOMS A3.2.1 INTERIOR ELEVATIONS - CLASSROOMS A3.2.2 INTERIOR ELEVATIONS - CLASSROOMS A3.2.3 INTERIOR ELEVATIONS - CLASSROOMS A3.2.4 INTERIOR ELEVATIONS - CLASSROOMS A3.2.5 INTERIOR ELEVATIONS - YOUTH AND MEETING ROOM A3.2.6 INTERIOR ELEVATIONS - MULTI PURPOSE A3.3.1 MILLWORK DETAILS A3.3.2 MILLWORK DETAILS A3.3.3 MILLWORK DETAILS A3.3.4 MILLWORK DETAILS A4.1.0 FIRST FLOOR REFLECTED CEILING REFERENCE PLAN A4.1.1 PARTIAL FIRST FLOOR REFLECTED CEILING PLAN - NORTH A4.1.2 PARTIAL FIRST FLOOR REFLECTED CEILING PLAN - SOUTH A4.1.3 SECOND FLOOR REFLECTED CEILING REFERENCE PLAN A4.1.4 PARTIAL SECOND FLOOR REFLECTED CEILING PLAN - NORTH A4.1.5 PARTIAL SECOND FLOOR REFLECTED CEILING PLAN - SOUTH A5.1.0 ROOF REFERENCE PLAN A5.1.1 PARTIAL ROOF PLAN - NORTH A5.1.2 PARTIAL ROOF PLAN - SOUTH A5.1.3 ROOF DETAILS A6.1.1 EXTERIOR ELEVATIONS A6.1.2 EXTERIOR ELEVATIONS A6.2.1 BUILDING SECTIONS A6.2.2 BUILDING SECTIONS A6.2.5 ELEVATOR PLANS AND SECTION A6.2.6 STAIR PLANS AND SECTIONS A6.2.7 STAIR PLANS AND SECTIONS A6.2.8 STAIR PLANS AND SECTIONS A8.0.1 ROOM FINISH SCHEDULE A8.0.2 DOOR AND WINDOW SCHEDULE A9.0.1 WALL TYPES A9.3.1 DOOR DETAILS A9.4.1 WINDOW DETAILS A9.5.1 CEILING DETAILS A9.5.2 CEILING DETAILS A9.6.1 INTERIOR DETAILS A9.6.2 CASEWORK ANCHORAGE DETAILS A9.7.1 SIGNAGE DETAILS A9.8.1 INTERIOR DETAILS A10.1.1 FIRST FLOOR FINISH PLAN APPLICABLE STATE CODES PARTIAL LIST OF APPLICABLE STANDARDS SCOPE OF WORK PROJECT DIRECTORY PROJECT VICTORY BAPTIST CHURCH AND SCHOOL 227 N MAGNOLIA Ave ANAHEIM, CA. 92801 (714) 220-1166 OWNER VICTORY BAPTIST CHURCH 227 N MAGNOLIA Ave ANAHEIM, CA. 92801 (714) 220-1166 ARCHITECT LITTLE 1300 DOVE STREET, SUITE 100 NEWPORT BEACH, CA. 92660 (949) 698-1400 (949) 698-1433 (FAX) LANDSCAPE LITTLE 1300 DOVE STREET, SUITE 100 NEWPORT BEACH, CA. 92660 (949) 698-1400 (949) 698-1433 (FAX) STRUCTURAL BHB ENGINEERS 2766 S. MAIN STREET SALT LAKE CITY, UT 84115 (801) 355-5656 (801)355-5950 (FAX) MECHANICAL/PLUMBING/ELECTRICAL ENGINEOUS GROUP INC. 751 N. FAIR OAKS #201 PASADENA, CA. 91103 (818) 265-9720 (818) 265-9125 (FAX) FOOD SERVICE DIELI MURAWKA HOWE P.O. BOX 28197 SAN DIEGO, CA 92128 (619)285-1189 ELEVATOR TK ELEVATOR CORPORATION 16290 SHOEMAKER AVE. CERITTOS, CA 90702 (562)966-0346 VICINITY MAP SHEET INDEX DEFFERRED APPROVAL ITEMS FABRICATION & INSTALLATION OF DEFERRED APPROVAL ITE MS SHALL NOT BE STARTED UNTIL CONTRACTOR'S DRAWINGS, SPECIFICATIONS AND ENGINEERING CALCULATIONS FOR THE ACTUAL SYSTEMS TO BE INSTALLED HAVE BEEN ACCEPTED AND SIGN ED BY THE ARCHITECT OR STRUCTURAL ENGINEER WHO HAS BEEN DELEGATED THE RESPONSIBILITY OF COVERING THE WORK SHOWN ON A PARTICULAR PLAN OR SPECIFICATION, AND APPROVED BY C ITY OF ANAHEIM. DEFERRED ITEMS SHALL BE COMPLETED PRIOR TO OCCUPANCY OF BUILDINGS AFFECTED BY THE DEFERRED WORK. ALL WORK SHALL CONFORM TO TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR). DEFERRED APPROVAL ITEMS ARE AS FOLLOWS: ROOF TRUSS JOIST DEFERRED SUBMITTALS (DS) MUST BE RECEIVED AT CITY O F ANAHEIM NO LATER THAN 60 DAYS AFTER LETTING OF CONTRACT. THE PLANS AND SPECIFICATIONS SHALL BE STAMPED AND S IGNED BY THE ARCHITECT AND ENGINEER OF RECORD BEFORE SUBMITT AL TO CITY OF ANAHEIM. SITE LOCATION MAP SITE LOCATION SITE LOCATION 1.ALL WORK SHALL CONFORM TO 2019 TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR), INCLUDING: 2019 CALIFORNIA ADMINISTRATIVE CODE, PART 1, TITLE 24, CCR 2019 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24, CCR (2018 INTERNATIONAL BUILDING CODE VOLUMES 1 & 2 AND 2019 CALIFORNIA AMENDMENTS) 2019 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITL E 24, CCR (2017 NATIONAL ELECTRICAL CODE AND 2019 CALIFORNIA AMENDMENTS) 2019 CALIFORNIA MECHANICAL CODE (CMC) PART 4, TITLE 24, CCR (2018 IAPMO UNIFORM MECHANICAL CODE AND 2019 CALIFO RNIA AMENDMENTS) 2019 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24, CCR (2018 IAPMO UNIFORM PLUMBING CODE AND 2019 CALIFORN IA AMENDMENTS) 2019 CALIFORNIA ENERGY CODE (CEC), PART 6, TITLE 24 , CCR 2019 CALIFORNIA FIRE CODE, PART 9, TITLE 24, CCR (2018 INTERNATIONAL FIRE CODE AND 2019 CALIFORNIA A MENDMENTS) 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALG REEN), PART 11, TITLE 24, CCR 2019 CALIFORNIA REFERENCED STANDARDS, PART 12, TITL E 24, CCR TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS 2. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE REQUIREMENTS OF THESE CODES AND ALL APPLICABLE LOCAL ORDINANCES. WHERE C ONTRACT DOCUMENTS EXCEED SUCH REQUIREMENTS, WITHOUT VIOLATING SUCH CODES, REGULAT IONS AND ORDINANCES, CONTRACT DOCUMENTS TAKE PRECEDENCE. WHERE CODES CONFLICT, TH E MORE STRINGENT SHALL APPLY. 3.ALL WORK SHALL COMPLY WITH THE PROVISIONS OF 2019 C BC CHAPTER 33 "SAFEGUARDS DURING CONSTRUCTION" AND 2019 CFC CHAPTER 33 "FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION." 4.GRADING PLANS, DRAINAGE IMPROVEMENTS, ROAD AND ACCE SS REQUIREMENTS AND ENVIRONMENTAL HEALTH CONSIDERATIONS SHALL COMPLY WITH LOCAL ORDINANCES. NFPA 13 AUTOMATIC SPRINKLER SYSTEMS 2016 EDITION NFPA 14 STANDPIPE SYSTEMS (CA AMENDED)2016 EDITION NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS 2017 EDITION NFPA 17a WET CHEMICAL EXTINGUISHING SYSTEMS 2017 EDITION NFPA 20 STATIONARY PUMPS 2016 EDITION NFPA 24 PRIVATE FIRE MAINS (CA AMENDED)2016 EDITION NFPA 72 NATIONAL FIRE ALARM CODE (CA AMENDED)2016 EDITION NFPA 80 FIRE DOORS AND OTHER OPENING PROTECTIVES 2016 EDITION NFPA 92 SMOKE CONTROL SYSTEMS 2015 EDITION NFPA 253 CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS 2015 EDITION NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 2015 EDITION UL 1971 SIGNALING DEVICES FOR THE HEARING IMPAIRED 2002 (R 2010) REFERENCE CODE SECTION FOR NFPA STANDARDS -2019 CBC (SFM) CHAPTER 35. SEE CHAPTER 35 FOR STATE OF CALIFORNIA AMENDMENTS TO NFPA STANDARDS BHMA A156.10 -2017 AMERICAN NATIONAL STANDARD FOR POWER OPERATED PEDESTRIAN DOORS BHMA A156.19 -2013 AMERICAN NATIONAL STANDARD FOR POWER ASSIST AN D LOW ENERGY POWER OPERATED DOORS WORK UNDER THIS CONTRACT INCLUDES THE FOLLOWING TAS KS SHOWN ON THE DRAWINGS AND AS SPECIFIED IN THE PROJECT MANUAL, INCLUDING: •NEW CONSTRUCTION OF A 2-STORY CHURCH, DAYCARE FACILITY, AND ALL RELATED SITE WORK. •SITE WORK INCLUDES, BUT IS NOT LIMITED TO, CONSTRUC TION OF NEW PARKING LOT, FIRE LANE, NEW ASPHALT/CONCRETE/ PAVING, CURBS, GUTTERS, LANDS CAPING, (1) ENTRANCE SHADE STRUCTURE, (1) TRASH ENCLOSURE WITH TRELLIS,GATES A ND FENCES, PLAY SURFACES/ EQUIPMENT, TURF, PAVEMENT STRIPING/MARKING; AND INSTALLATION O F SITE FURNISHING, SIGNAGE, MONUMENT MARQUEE, SITE LIGHTING, AND UNDERGROUND UTILITIES S ERVING THE NEW BUILDING. NEW CONSTRUCTION OF A 2-STORY BUILDING: TOTAL BUILDING AREA OF 39,895 S.F. (FIRST FLOOR : 25,136 S.F.+ SECOND FLOOR : 14,759 S.F.) . CONSTRUC TION TYPE IS III-B WITH FIRE SPRINKLERED. MAIN OCCUPANCY IS A -3 AND ACCESSORY OCCUPANCY IS E & B. ADDITIONAL INFORMATION: •(4) ATTACHED CANOPIES AT BUILDING PERIMETER = TOTAL 405.11 S.F. •(1) FREESTANDING ENTRANCE SHADE STRUCTURE = TOTAL 281.22 S.F. •(1) TRELLIS AT TRASH ENCLOSURE = TOTAL 210.11 S.F. •6'-0" FENCE AT PLAYGROUND AREA PERIMETER = 622 LINEAR FT •4'-0" FENCE WITHIN PLAYGROUND AREAS = TOTAL 298 LINEA R FT •TRASH ENCLOSURE WALLS AT 9'-0" = TOTAL 39 LINEAR FT •NUMBER OF LIGHT POLES AT PARKING LOT A & B = 19 LIGHT POLES •NUMBER OF LIGHT POLES AT PARKING LOT A & B = 19 LIGHT POLES •ADA (7); EV (7); CLEAN AIR (11); TOTAL PARKING COUN T (146) SEPARATE SUBMITTAL ITEMS FABRICATION & INSTALLATION OF SEPARATE SUBMITTAL IT EMS SHALL NOT BE STARTED UNTIL CONTRACTOR'S DRAWINGS, SPECIFICATIONS AND ENGINEERING CALCULATIONS FOR THE ACTUAL SYSTEMS TO BE INSTALLED HAVE BEEN ACCEPTED AND SIGN ED BY THE ARCHITECT OR STRUCTURAL ENGINEER WHO HAS BEEN DELEGATED THE RESPONSIBILITY OF COVERING THE WORK SHOWN ON A PARTICULAR PLAN OR SPECIFICATION, AND APPROVED BY C ITY OF ANAHEIM. SEPARATE SUBMITTAL ITEMS SHALL BE COMPLETED PRIOR TO OCCUPANCY OF BUILDINGS AFFECTED BY THE SEPARATE WORK. ALL WORK SHALL CONFORM TO TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR). SEPARATE SUBMITTAL ITEMS ARE AS FOLLOWS: ELEVATOR GUARD RAILS EXTERIOR BUILDING SIGN MONUMENT MARQUEE NFPA 13 FIRE SPRINKLER SYSTEM INCLUDING UNDERGROUND FIRE LINE MANUAL FIRE ALARM* *MANUAL FIRE ALARM SYSTEM SUBMITTAL WILL INCLUDE: EMERGENCY VOICE ALARM/COMMUNICATION SYSTEM SMOKE DETECTION AT ELEVATOR HOIST WAY DUCT DETECTION FOR AIR HANDLING SYSTEM SEPARATE SUBMITTAL (SS) MUST BE RECEIVED AT CITY OF ANAHEIM NO LATER THAN 60 DAYS AFTER LETTING OF CONTRACT. THE PLANS AND SPECIFICATIONS SHALL BE STAMPED AND S IGNED BY THE ARCHITECT AND ENGINEER OF RECORD BEFORE SUBMITTAL TO CITY OF ANAHEIM. ASSESSOR'S PARCEL NUMBER: 070 -161 -16 NO. REASON DATETECR HI TCIAL IF O NRDCENSELI OFSTATE C A A NO. C12955JAYR.T ITTL EREN. 11-30-23 03/14/2022 UP FACPDWFEC FEC FECFEC FEC FEC FECFECFECFEC UP FEC FECFEC FEC FEC FEC FEC10424 SF A OCCUPANCY 14674 SF E OCCUPANCY 4090.10 SF SANCTUARY 107 11892 SF A OCCUPANCY 2831 SF B OCCUPANCY LEGEND CBC TABLE 601 FIRE -RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS CBC TABLE 602 FIRE -RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE CBC CHAPTER 3 USE AND OCCUPANCY SEPARATION CBC TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE CBC TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET CBC TABLE 506.2 ALLOWABLE AREA FACTOR CBC TABLE 506.2 AUTOMATIC SPRINKLER SYSTEM INCREASE CBC SECTION 506.3 FRONTAGE INCREASE CBC SECTION 506.2.3 AND 506.2.4 MULTI-STORY INCREASE CBC SECTION 506.2 ALLOWABLE AREA DETERMINATION CBC SECTION 506.2.3 SINGLE -OCCUPANCY, MULTI-STORY BUILDINGS CBC SECTION 903 AUTOMATIC FIRE SPRINKLER REQUIRED CBC TABLE 1020.1 CORRIDOR FIRE -RESISTANCE RATING (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) BUILDING ANALYSIS: (PER 2019 CBC, TABLE 506.2) CONSTRUCTION TYPE: III-B OCCUPANCY GROUP: MAIN - A-3 ACCESSORY OCC. E AND B ALLOWABLE HEIGHT & BUILDING AREA (TABLE 504.3, 504.4 AND 506.2) OCCUPANCY GROUP A - MAIN OCCUPANCY ALLOWABLE NO. OF STORIES: TWO STORIES ACTUAL NUMBER OF STORIES: TWO STORIES ALLOWABLE BLDG. HEIGHT: 55' ACTUAL HEIGHT: 33' ALLOWABLE AREA FACTOR: 28,500 S.F. ACTUAL AREA (FIRST FLOOR): 25,136 S.F. ACTUAL AREA (SECOND FLOOR): 14,759 S.F. TOTAL BUILDING AREA:39,895 S.F. A a = [ A 1 + (NS X lf) x S a ] A a = [ 28,500 + (9,500 S.F. x .75) x 2 A a = [ 28,500 + 7,125 S.F.) x 2 A a = [ 35,625 S.F.) x 2 A a = 71,250 S.F. ALLOWABLE AREA W/ FRONTAGE INCREASE: 71,250 S.F. MIXED OCCUPANCY CALCULATION: ACTUAL AREA OF OCCUPANCY A3 (FIRST FLOOR): 10,464 S.F. ACTUAL AREA OF OCCUPANCY A3 (SECOND FLOOR): 11,892 S .F. ACTUAL AREA OF OCCUPANCY E (FIRST FLOOR): 14,674 S.F . ACTUAL AREA OF OCCUPANCY B (SECOND FLOOR): 2,831 S .F. A3 10,413 S.F 11,892 S.F. 35,625 S.F. = .29 35,625 S.F. = .34 E 14,682 S.F. 35,625 S.F. = .41 B 2,831 S.F. 35,625 S.F. = .079 .29 + .34 + .41 + .079 = 1.119 < 2 FRONTAGE INCREASE CALCULATION: If = [F/P - 0.25] W/30 F = 764' P = 764' W = 30' .75 = (764' / 764' - 0.25) 30/30 .75 = (1 - .25) 1 A a = [ A t + (NS x If) ] 35,625 = [ 28,500 + (9,500 x .75) ] [ 28,500 + 7,125 ] MINIMUM NUMBER OF EXITS (TABLE 1015.1): 1 EXIT WITH OCCUPANT LOAD LESS THAN 49 2 EXITS WITH OCCUPANT LOAD OF 50 OCCUPANTS OR MORE 3 EXITS WITH OCCUPANT LOAD OF 501 TO 1000 4 EXITS WITH OCCUPANT LOAD GREATER THAN 1000 CONSTRUCTION TYPE REQUIREMENTS: BASED ON 2019 CALIFORNIA BUILDING CODE, CHAPTER 6, TABLE 601 -FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) TABLE 602 -FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) TABLE 601 BUILDING ELEMENT PRIMARY STRUCTURAL FRAME BEARING WALLS: EXTERIOR: INTERIOR: NON -BEARING WALLS & PARTITIONS: EXTERIOR: INTERIOR: FLOOR CONSTRUCTION: INCL SUPPORTING BEAMS & JOISTS ROOF CONSTRUCTION: INCL. SUPPORTING BEAMS & JOISTS TABLE 602 FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WA LLS BASED ON FIRE SEPARATION DISTANCE (HOURS) FIRE SEPARATION DISTANCE = X (FEET) 10 > X < 30 X > 30 TYPE III-B 0 2 0 0 0 0 0 TYPE OF CONSTRUCTION TYPE III B GROUP A, E 1 0 w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. Little 2021c PROJECT MANAGER DESIGN TEAM PRINCIPAL IN CHARGE PROJECT TEAM REVISIONS PROJECT NAME SHEET TITLE PROJECT NO. SHEET NUMBER ISSUE FOR ISSUE DATE 1300 Dove Street, Suite 100 Newport Beach, CA. 92660 T: 949.698.1400 SEAL CONSULTANT CLIENT NAME PROJECT NAME CONTRACTOR 1/22/2022 4:32:54 PMC:\Users\farnaz.mahjoob\Documents\6121562700 Victory Baptist Church & School_Revit 2020_CENTRAL_farnaz.mahjoob.rvt6121562700 01/24/2022 G0.1.2 BUILDING ANALYSIS VICTORY BAPTIST CHURCH & SCHOOL CUP AMENDMENT 227 N Magnolia Ave,Anaheim, CA. 92801VICTORY BAPTIST CHURCH & SCHOOLTA/CL TL/FM JT VICTORY BAPTIST CHURCH ERICKSON -HALL CONSTRUCTION 1/16" = 1'-0"G0.1.2 1 FIRST FLOOR OCCUPANCY PLAN 1/16" = 1'-0"G0.1.2 2 SECOND FLOOR OCCUPANCY PLAN BUILDING AREA / HEIGHT ANALYSIS (2019 CBC) BLDG CONSTRUCTION TYPE (1)OCCUPANCY (2) AUTOMATIC FIRE SPRINKLER (6) ALLOWABLE HEIGHT AREA INCREASE FRONTAGE INCREASE % AREA INCREASE MULTI-STORY NO. OF STORIES MULTI-STORY INCREASE (8) AREA INCREASE ALLOWABLE STORIES (3) ACTUAL STORIES ALLOWABLE HEIGHT (4) ACTUAL HEIGHT ALLOWABLE AREA FACTOR (5) FRONTAGE (7)ALLOWABLE AREA PER STORY TOTAL ALLOWABLE (9) ACTUAL AREA (10)INCREASE CHURCH AND SCHOOL III-B A OCCUPANCY Yes 2 2 55' 33' 38000 SF 75% 7125 SF 45125 SF 2 45125 SF 90250 SF 64114 SF NO. REASON DATETECR HI TCIAL IF O NRDCENSELI OFSTATE C A A NO. C12955JAYR.T ITTL EREN. 11-30-23 03/14/2022 FACPDWFEC FEC FECFEC FEC FEC FECFECFECFEC DN FEC FECFEC FEC FEC FEC FECDN TWO'S 30MO-36MO 129 BREAK-ROOM 138 PRESCHOOL 2 134 DRY STO 120 OFFICE 118 PLAY AREA 101 SANCTUARY 107 STO 110 STO 112 TWO'S 24MO-30MO 121 TODDLER 18MO-24MO 123 TODDLER 12MO-18MO 125 PRE K 132 EPS 144 2-5 YEAR OLD FLEX 147 KITCHEN 119 CORRIDOR 150 SIDE WING 113 SIDE WING 109 LOBBY 100A PLATFORM 108 PRESCHOOL 1 137 INFANT 127 INFANT 126 RECEPTION 115 FIRE RISER 116 SOUND BOOTH 111 ELEC. 133 MEN 104 CUSTODIAL 105 RR 136 RR 135 RR 122 RR 124 RR 145 RR 146 CORRIDOR 148 LAUNDRY 139 CUST. 140 RR 141 RR 142 CHANGING ROOM 143CARRIER 148A CARRIER 148B CARRIER 148C IT CLOSET 114 COTS 132C COTS 137C COTS 121C COTS 144C COTS 129C COTS 125C COTS 123C COTS 134C COTS 147C TEACHERS' RESOURCE STG. 117 CHURCH STO 106 CORRIDOR 149 STROLLER 128 RR 130 RR 131 DN DN WOMEN 103 GALLEY 102 3RD SPACE 100 STAIR NO. 2 STAIR NO. 3 STAIR NO. 1 42 23 252 22 23 23 19 19 9 1 1 1 1 1 1 11 1 1 1 3 1 1 1 1 1 1 1 1 17 2 1 1 1 4 2 1 45 38 46 1 1 1 1 1 1 1 1 1 1 1 1 1 3 1 1 30 15 15 9 6 7 6 1 15 8 8 1 15 7 1 27 1 1 14 13 1 1 1 1 23 45 23 12 22 11 1 1 1 1 4 6 2 2 3 2 7 1 1 1 1 1 2 1 209 210 17 267 269 39 2 1 1 584 629 1 1 20 19 1 1 1 1 210 1065 1 1 1 1 230 230 230 EARLY PRE-SCHOOL 30-36 MONTHS 385 266 266 58.5" EXIT WIDTH REQ'D. 60" PROVIDED 71 93 4344 28 36 43 12 18 13 13 25 2140'-11"38'-2"32'-3" 38'-8"33' -3" 43'-5"39'-9"28'-11"31' -3"30'-4"42'-7"32'-2" 42'-0" 74'-0"44'-0"46'-9"25'-3"14'-9"10'-8"18'-0" 24'-11" 7'-9" 38'-8"20'-6"16'-2" 12'-4"50'-0"23'-6"8'-6"37'-2"20'-2"41'-4"17'-2"22 59 49 32 A1.1.0 4 STO 215 SOUND 214 STO 213 MEN 212 WOMEN 211 WORK ROOM VOLUNTEERS 210 LOBBY 200 STORAGE/COPY 209 OFFICE 208 OFFICE 206 OFFICE 205 CLASSROOM 202 RECEPTION 203 OFFICE 204 MEETING ROOM 217 STO 218 YOUTH 221 STO 222 MULTI PURPOSE 216 CORRIDOR 225 OFFICE 207 RR 219 RR 220 CORRIDOR 223 CORRIDOR 224 ELEV. EQUIP 201 A CUST. 201 STAIR NO. 2 STAIR NO. 3 STAIR NO. 1 2 230 2 3 2 2 2 2 5 18 2 2 2 3 2 2 18 49 49 1 3 1 11 1 11 4 1 1 2 43 1 1 12 465 81 468 82 60 1 1 1 41 30 30 41 234 234 1 57 688 230 230 230 75'-0"45'-7"24' -0" 10'-0"8'-0"55'-4"18'-4"16' -8"16' -8"16' -8"26'-5"16'-10"5'-6" 33'-6"5'-10"5 2 '-8 " 5 0 '-8 "5 4 '-2 " 49'-11" 14'-0"8'-0"22'-8" 13'-0"7'-8"A1.1.0 4 w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. Little 2021c PROJECT MANAGER DESIGN TEAM PRINCIPAL IN CHARGE PROJECT TEAM REVISIONS PROJECT NAME SHEET TITLE PROJECT NO. SHEET NUMBER ISSUE FOR ISSUE DATE 1300 Dove Street, Suite 100 Newport Beach, CA. 92660 T: 949.698.1400 SEAL CONSULTANT CLIENT NAME PROJECT NAME CONTRACTOR 1/22/2022 4:33:18 PMC:\Users\farnaz.mahjoob\Documents\6121562700 Victory Baptist Church & School_Revit 2020_CENTRAL_farnaz.mahjoob.rvt6121562700 01/24/2022 G0.1.3 EXITING AND AREA ANALYSIS VICTORY BAPTIST CHURCH & SCHOOL CUP AMENDMENT 227 N Magnolia Ave,Anaheim, CA. 92801VICTORY BAPTIST CHURCH & SCHOOLTA/CL TL/FM JT VICTORY BAPTIST CHURCH ERICKSON -HALL CONSTRUCTION EXITING ANALYSIS FLOOR LEVEL NO. ROOM NAME ROOM DESCRIPTION AREA FUNCTION OF SPACE PER CBC TABLE 1004.1.2 LOAD FACTOR OCCUPANT LOAD NUMBER OF EXITS REQUIRED NUMBER OF EXITS PROVIDED EXIT WIDTH FACTOR EXIT WIDTH REQUIRED EXIT WIDTH PROVIDED FIRST 100 3RD SPACE LOBBY - WAITING AREA 2710.72 SF LOBBY/ACCESSORY TO SANCTUARY 7 385 2 3 0.15 57.75 288 FIRST 100A LOBBY WAITING AREA FOR RECEPTION/ADMIN OFFICE 296.72 SF STAIR AND ELEVATOR LOBBY 0 0 0.15 93 FIRST 100B STAIR NO. 1 LOBBY STAIR 158.34 SF CIRCULATION 230 0.15 34.5 56 FIRST 101 PLAY AREA DAYCARE DURING WORSHIP SERVICE 601.33 SF DAY CARE 35 17 1 1 0.15 2.7 36 FIRST 102 GALLEY SERVING KITCHEN, NO COOKING 228.75 SF KITCHEN 200 2 1 1 0.15 0.3 36 FIRST 103 WOMEN RESTROOM 334.89 SF RESTROOM 300 2 1 1 0.15 36 FIRST 104 MEN RESTROOM 333.48 SF RESTROOM 300 2 1 1 0.15 36 FIRST 105 CUSTODIAL JANITOR'S 98.18 SF ACCESSORY AREA 300 1 1 1 0.15 0.15 36 FIRST 106 CHURCH STO STORAGE 122.31 SF ACCESSORY STORAGE AREA 300 1 1 1 0.15 0.15 36 FIRST 107 SANCTUARY WORSHIP/CHURCH SERVICE 4090.10 SF ASSEMBLY W/O FIXED SEATS 7 584 3 3 0.15 87.75 216 FIRST 108 PLATFORM SANCTUARY STAGE 585.19 SF STAGES AND PLATFORM 15 39 1 1 0.15 5.85 232 FIRST 109 SIDE WING STORAGE/SPEAKER OR PERFORMER WAITING SPACE 185.52 SF ACCESSORY AREA 300 1 1 1 0.15 0.15 36 FIRST 110 STO STORAGE 83.88 SF ACCESSORY STORAGE AREA 300 1 1 1 0.15 0.15 72 FIRST 111 SOUND BOOTH SOUND EQUIPMENT AND CONTROL ROOM 117.17 SF BUSINESS 100 2 1 1 0.15 0.3 72 FIRST 112 STO STORAGE 159.03 SF ACCESSORY STORAGE AREA 300 1 1 1 0.15 0.15 72 FIRST 113 SIDE WING STORAGE/SPEAKER OR PERFORMER WAITING SPACE 190.25 SF ACCESSORY AREA 300 1 1 1 0.15 0.15 36 FIRST 114 IT CLOSET COMPUTER/NETWORK CONTROLS 49.92 SF ACCESSORY AREA 300 1 1 1 0.15 0.15 36 FIRST 115 RECEPTION OFFICE'S RECEPTIONIST AREA 347.17 SF BUSINESS 100 4 1 1 0.15 0.6 72 FIRST 116 FIRE RISER FIRE SPRINKLER CONTROL ROOM 67.54 SF ACCESSORY AREA 300 1 1 1 0.15 0.15 36 FIRST 117 TEACHERS' RESOURCE STG. INSTRUCTIONAL MATERIALS STORAGE 111.84 SF BUSINESS 100 2 1 1 0.15 0.3 36 FIRST 118 OFFICE ADMINISTRATOR'S OFFICE 143.55 SF BUSINESS 100 2 1 1 0.15 0.3 36 FIRST 119 KITCHEN FOOD PREPARATION FOR DAYCARE/SCHOOL 612.10 SF KITCHEN 200 4 1 1 0.15 0.6 114 FIRST 120 DRY STO DRY GOODS AND SUPPLIES FOR FOOD PREP 105.84 SF ACCESSORY STORAGE AREA 300 1 1 1 0.15 0.15 36 FIRST 121 TWO'S 24MO-30MO DAYCARE/CLASSROOM 854.88 SF DAY CARE 35 25 2 2 0.15 3.66 72 FIRST 121C COTS STORAGE FOR TODDLER COTS 16.78 SF ACCESSORY STORAGE AREA 300 1 1 1 0.15 0.15 36 FIRST 122 RR IN CLASSRM RESTROOM 90.31 SF RESTROOM 300 1 1 1 0.15 36 FIRST 123 TODDLER 18MO-24MO DAYCARE/CLASSROOM 431.02 SF DAY CARE 35 13 2 2 0.15 2 72 FIRST 123C COTS STORAGE FOR TODDLER COTS 16.78 SF ACCESSORY STORAGE AREA 300 1 1 1 0.15 0.15 36 FIRST 124 RR IN CLASSRM RESTROOM 62.65 SF RESTROOM 300 1 1 1 0.15 36 FIRST 125 TODDLER 12MO-18MO DAYCARE/CLASSROOM 431.42 SF DAY CARE 35 13 2 2 0.15 1.95 72 FIRST 125C COTS STORAGE FOR TODDLER COTS 16.78 SF ACCESSORY STORAGE AREA 300 1 1 1 0.15 0.15 36 FIRST 126 INFANT DAYCARE 405.07 SF DAY CARE 35 12 2 2 0.15 1.8 72 FIRST 127 INFANT DAYCARE 604.46 SF DAY CARE 35 18 2 2 0.15 2.7 72 FIRST 128 STROLLER INFANT STROLLER STORAGE 52.22 SF ACCESSORY STORAGE AREA 300 1 1 1 0.15 0.15 36 FIRST 129 TWO'S 30MO-36MO DAYCARE/CLASSROOM 949.15 SF DAY CARE 35 28 2 2 0.15 4.2 72 FIRST 129C COTS STORAGE FOR TODDLER COTS 16.78 SF ACCESSORY STORAGE AREA 300 1 1 1 0.15 0.15 36 FIRST 130 RR IN CLASSRM RESTROOM 90.26 SF RESTROOM 300 1 1 1 0.15 36 FIRST 131 RR IN CLASSRM RESTROOM 90.26 SF RESTROOM 300 1 1 1 0.15 36 FIRST 132 PRE K DAYCARE/CLASSROOM 864.91 SF CLASSROOM 20 44 1 2 0.15 6.6 72 FIRST 132C COTS STORAGE FOR CHILDREN COTS 16.78 SF ACCESSORY STORAGE AREA 300 1 1 1 0.15 0.15 36 FIRST 133 ELEC. ELECTRICAL EQUIPMENT 139.05 SF ACCESSORY AREA 300 1 1 1 0.15 0.15 36 FIRST 134 PRESCHOOL 2 CLASSROOM 857.17 SF CLASSROOM 20 43 1 2 0.15 6.45 72 FIRST 134C COTS STORAGE FOR CHILDREN COTS 19.05 SF ACCESSORY STORAGE AREA 300 1 1 1 0.15 0.15 36 FIRST 135 RR IN CLASSRM RESTROOM 90.30 SF RESTROOM 300 1 1 1 0.15 36 FIRST 136 RR IN CLASSRM RESTROOM 90.30 SF RESTROOM 300 1 1 1 0.15 36 FIRST 137 PRESCHOOL 1 CLASSROOM 717.34 SF CLASSROOM 20 36 1 2 0.15 5.4 72 FIRST 137C COTS STORAGE FOR CHILDREN COTS 16.81 SF ACCESSORY STORAGE AREA 300 1 1 1 0.15 0.15 36 FIRST 138 BREAK-ROOM STAFF LOUNGE/LUNCH AREA 225.51 SF BUSINESS 100 3 1 1 0.15 0.45 36 FIRST 139 LAUNDRY WASHER/DRYER FOR STAFF USE 73.10 SF ACCESSORY AREA 300 1 2 1 0.15 0.15 36 FIRST 140 CUST. JANITOR'S 66.23 SF ACCESSORY AREA 300 1 1 1 0.15 0.15 36 FIRST 141 RR IN CLASSRM RESTROOM 63.58 SF RESTROOM 300 1 1 1 0.15 36 FIRST 142 RR IN CLASSRM RESTROOM 63.68 SF RESTROOM 300 1 1 1 0.15 36 FIRST 143 CHANGING ROOM STAFF CHANGING ROOM/LOCKERS 96.54 SF BUSINESS 100 1 1 1 0.15 0.15 36 FIRST 144 EPS EARLY PRE-SCHOOL CLASSROOM 848.19 SF DAY CARE 35 43 1 2 0.15 6.45 72 FIRST 144C COTS STORAGE FOR CHILDREN COTS 16.78 SF ACCESSORY STORAGE AREA 300 1 1 1 0.15 0.15 36 FIRST 145 RR IN CLASSRM RESTROOM 90.26 SF RESTROOM 300 1 1 1 0.15 36 FIRST 146 RR IN CLASSRM RESTROOM 90.26 SF RESTROOM 300 1 1 1 0.15 36 FIRST 147 2-5 YEAR OLD FLEX DAYCARE/CLASSROOM 707.18 SF DAY CARE 35 21 1 2 0.15 3.15 72 FIRST 147C COTS STORAGE FOR CHILDREN COTS 16.78 SF ACCESSORY STORAGE AREA 300 1 1 1 0.15 0.15 36 FIRST 148 CORRIDOR HALLWAY 826.74 SF CIRCULATION 1 71 FIRST 148A CARRIER STORAGE FOR CHILDREN'S CAR SEATS/CARRIER 20.15 SF ACCESSORY STORAGE AREA 300 1 1 1 0.15 0.15 72 FIRST 148B CARRIER STORAGE FOR CHILDREN'S CAR SEATS/CARRIER 20.20 SF ACCESSORY STORAGE AREA 300 1 1 1 0.15 0.15 72 FIRST 148C CARRIER STORAGE FOR CHILDREN'S CAR SEATS/CARRIER 20.20 SF ACCESSORY STORAGE AREA 300 1 1 1 0.15 0.15 72 FIRST 149 CORRIDOR HALLWAY 150.27 SF CIRCULATION 100 FIRST 150 CORRIDOR HALLWAY 409.02 SF CIRCULATION 69 FIRST 151 STAIR NO. 2 BACK STAIRS TO SECOND FLOOR 325.51 SF CIRCULATION 0 230 1 1 0.15 34.5 60 SECOND 200 LOBBY SECOND FLR ELEVATOR LOBBY 435.06 SF STAIR AND ELEVATOR LOBBY 0 0 1 0.15 168 SECOND 201 CUST. JANITOR'S SINK AND SUPPLIES 77.43 SF ACCESSORY AREA 300 1 1 1 0.15 0.15 36 SECOND 201 A ELEV. EQUIP ELEVATOR MACHINE ROOM 49.92 SF ACCESSORY AREA 300 1 1 1 0.15 0.15 36 SECOND 202 CLASSROOM 3RD GRADE AND UP CLASSROOM 967.86 SF CLASSROOM 20 49 1 1 0.15 7.35 36 SECOND 203 RECEPTION OFFICES' RECEPTIONIST AREA 495.34 SF BUSINESS 100 5 1 1 0.15 0.75 36 SECOND 204 OFFICE ADMIN AND STAFF OFFICES 202.26 SF BUSINESS 100 2 1 1 0.15 0.3 36 SECOND 205 OFFICE ADMIN AND STAFF OFFICES 200.60 SF BUSINESS 100 2 1 1 0.15 0.3 36 SECOND 206 OFFICE ADMIN AND STAFF OFFICES 202.18 SF BUSINESS 100 2 1 1 0.15 0.3 36 SECOND 207 OFFICE ADMIN AND STAFF OFFICES 271.48 SF BUSINESS 100 3 1 1 0.15 0.45 36 SECOND 208 OFFICE ADMIN AND STAFF OFFICES 154.44 SF BUSINESS 100 2 1 1 0.15 0.3 36 SECOND 209 STORAGE/COPY STO.AND COPIER 129.05 SF BUSINESS 100 2 1 1 0.15 0.3 36 SECOND 210 WORK ROOM VOLUNTEERS WORK AREA FOR VOLUNTEERS 376.01 SF BUSINESS 100 4 1 1 0.15 0.6 36 SECOND 211 WOMEN RESTROOM 257.04 SF RESTROOM 300 1 1 1 0.15 0.45 36 SECOND 212 MEN RESTROOM 255.89 SF RESTROOM 300 1 1 1 0.15 0.45 36 SECOND 213 STO TABLE AND CHAIRS' STORAGE 913.54 SF ACCESSORY STORAGE AREA 300 3 1 1 0.15 0.45 36 SECOND 214 SOUND SOUND EQUIPMENT AND CONTROL ROOM 94.77 SF BUSINESS 100 1 1 1 0.15 0.15 36 SECOND 215 STO MULTI-PURPOSE ROOM STORAGE 525.14 SF ACCESSORY STORAGE AREA 300 2 1 1 0.15 0.3 36 SECOND 216 MULTI PURPOSE CHURCH USE ONLY; MEETING, PRESENTATION, ACTIVITY 3250.51 SF ASSEMBLY W/O FIXED SEATS 7 465 2 2 0.15 69.75 72 SECOND 217 MEETING ROOM CHURCH USE ONLY; MEETING ROOM 1210.85 SF ASSEMBLY - UNCONCENTRATED 15 81 1 2 0.15 12.15 72 SECOND 218 STO MEETING ROOM STORAGE 145.96 SF ACCESSORY STORAGE AREA 300 1 1 1 0.15 0.15 36 SECOND 219 RR YOUTH ROOM RESTROOM 68.74 SF RESTROOM 300 1 1 1 0.15 36 SECOND 220 RR YOUTH ROOM RESTROOM 68.72 SF RESTROOM 300 1 1 1 0.15 36 SECOND 221 YOUTH PRE-TEEN/TEEN CLASSROOM/ACTIVITY ROOM 1137.34 SF CLASSROOM 20 57 2 2 0.15 8.55 72 SECOND 222 STO YOUTH ROOM STORAGE 139.05 SF ACCESSORY STORAGE AREA 300 1 1 1 0.15 0.15 36 SECOND 223 CORRIDOR HALLWAY 741.56 SF CIRCULATION 138 SECOND 224 CORRIDOR HALLWAY 482.07 SF CIRCULATION 86 SECOND 225 CORRIDOR HALLWAY 521.38 SF CIRCULATION 74 SECOND 225A STAIR NO. 3 EXTERIOR EXIT STAIRS 226.27 SF CIRCULATION 230 0.15 34.5 70 36405.00 SF EXIT STAIR SCHEDULE NO. ROOM NAME OCCUPANT LOAD EXIT WIDTH FACTOR EXIT WIDTH REQUIRED EXIT WIDTH PROVIDED 100B STAIR NO. 1 230 0.15 34.5 56 151 STAIR NO. 2 230 0.15 34.5 60 225A STAIR NO. 3 230 0.15 34.5 70 NO. REASON DATE 1/16" = 1'-0"G0.1.3 F1BUILDING EXIT ANALYSIS - FIRST FLOOR PLAN 1/16" = 1'-0"G0.1.3 F2BUILDING EXIT ANALYSIS - SECOND FLOOR PLAN N o r t h N o r t h CLASSROOM TOTAL AREA NO. ROOM NAME ROOM DESCRIPTION AREA 121 TWO'S 24MO-30MO DAYCARE/CLASSROOM 854.88 SF 123 TODDLER 18MO-24MO DAYCARE/CLASSROOM 431.02 SF 125 TODDLER 12MO-18MO DAYCARE/CLASSROOM 431.42 SF 129 TWO'S 30MO-36MO DAYCARE/CLASSROOM 949.15 SF 132 PRE K DAYCARE/CLASSROOM 864.91 SF 134 PRESCHOOL 2 CLASSROOM 857.17 SF 137 PRESCHOOL 1 CLASSROOM 717.34 SF 144 EPS EARLY PRE-SCHOOL CLASSROOM 848.19 SF 147 2-5 YEAR OLD FLEX DAYCARE/CLASSROOM 707.18 SF 202 CLASSROOM 3RD GRADE AND UP CLASSROOM 967.86 SF 221 YOUTH PRE-TEEN/TEEN CLASSROOM/ACTIVITY ROOM 1137.34 SF Grand total: 11 8766.46 SF DAYCARE TOTAL AREA NO. ROOM NAME ROOM DESCRIPTION AREA 101 PLAY AREA DAYCARE DURING WORSHIP SERVICE 601.33 SF 126 INFANT DAYCARE 405.07 SF 127 INFANT DAYCARE 604.46 SF Grand total: 3 1610.87 SF ASSEMBLY TOTAL AREA NO. ROOM NAME ROOM DESCRIPTION AREA 107 SANCTUARY WORSHIP/CHURCH SERVICE 4090.10 SF 216 MULTI PURPOSE CHURCH USE ONLY; MEETING, PRESENTATION, ACTIVITY 3250.51 SF 217 MEETING ROOM CHURCH USE ONLY; MEETING ROOM 1210.85 SF Grand total: 3 8551.46 SF OFFICE TOTAL AREA NO. ROOM NAME ROOM DESCRIPTION AREA 111 SOUND BOOTH SOUND EQUIPMENT AND CONTROL ROOM 117.17 SF 115 RECEPTION OFFICE'S RECEPTIONIST AREA 347.17 SF 117 TEACHERS' RESOURCE STG. INSTRUCTIONAL MATERIALS STORAGE 111.84 SF 118 OFFICE ADMINISTRATOR'S OFFICE 143.55 SF 138 BREAK-ROOM STAFF LOUNGE/LUNCH AREA 225.51 SF 143 CHANGING ROOM STAFF CHANGING ROOM/LOCKERS 96.54 SF 203 RECEPTION OFFICES' RECEPTIONIST AREA 495.34 SF 204 OFFICE ADMIN AND STAFF OFFICES 202.26 SF 205 OFFICE ADMIN AND STAFF OFFICES 200.60 SF 206 OFFICE ADMIN AND STAFF OFFICES 202.18 SF 207 OFFICE ADMIN AND STAFF OFFICES 271.48 SF 208 OFFICE ADMIN AND STAFF OFFICES 154.44 SF 209 STORAGE/COPY STO.AND COPIER 129.05 SF 210 WORK ROOM VOLUNTEERS WORK AREA FOR VOLUNTEERS 376.01 SF 214 SOUND SOUND EQUIPMENT AND CONTROL ROOM 94.77 SF Grand total: 15 3167.92 SF STORAGE TOTAL AREA NO. ROOM NAME ROOM DESCRIPTION AREA 106 CHURCH STO STORAGE 122.31 SF 110 STO STORAGE 83.88 SF 112 STO STORAGE 159.03 SF 120 DRY STO DRY GOODS AND SUPPLIES FOR FOOD PREP 105.84 SF 121C COTS STORAGE FOR TODDLER COTS 16.78 SF 123C COTS STORAGE FOR TODDLER COTS 16.78 SF 125C COTS STORAGE FOR TODDLER COTS 16.78 SF 128 STROLLER INFANT STROLLER STORAGE 52.22 SF 129C COTS STORAGE FOR TODDLER COTS 16.78 SF 132C COTS STORAGE FOR CHILDREN COTS 16.78 SF 134C COTS STORAGE FOR CHILDREN COTS 19.05 SF 137C COTS STORAGE FOR CHILDREN COTS 16.81 SF 144C COTS STORAGE FOR CHILDREN COTS 16.78 SF 147C COTS STORAGE FOR CHILDREN COTS 16.78 SF 148A CARRIER STORAGE FOR CHILDREN'S CAR SEATS/CARRIER 20.15 SF 148B CARRIER STORAGE FOR CHILDREN'S CAR SEATS/CARRIER 20.20 SF 148C CARRIER STORAGE FOR CHILDREN'S CAR SEATS/CARRIER 20.20 SF 213 STO TABLE AND CHAIRS' STORAGE 913.54 SF 215 STO MULTI-PURPOSE ROOM STORAGE 525.14 SF 218 STO MEETING ROOM STORAGE 145.96 SF 222 STO YOUTH ROOM STORAGE 139.05 SF Grand total: 21 2460.85 SF LOBBY/WAITING TOTAL AREA NO. ROOM NAME ROOM DESCRIPTION AREA 100 3RD SPACE LOBBY - WAITING AREA 2710.72 SF 100A LOBBY WAITING AREA FOR RECEPTION/ADMIN OFFICE 296.72 SF 200 LOBBY SECOND FLR ELEVATOR LOBBY 435.06 SF Grand total: 3 3442.51 SF CIRCULATION SPACES TOTAL AREA NO. ROOM NAME ROOM DESCRIPTION AREA 100B STAIR NO. 1 LOBBY STAIR 158.34 SF 148 CORRIDOR HALLWAY 826.74 SF 149 CORRIDOR HALLWAY 150.27 SF 150 CORRIDOR HALLWAY 409.02 SF 151 STAIR NO. 2 BACK STAIRS TO SECOND FLOOR 325.51 SF 223 CORRIDOR HALLWAY 741.56 SF 224 CORRIDOR HALLWAY 482.07 SF 225 CORRIDOR HALLWAY 521.38 SF 225A STAIR NO. 3 EXTERIOR EXIT STAIRS 226.27 SF Grand total: 9 3841.16 SF RESTROOM TOTAL AREA NO. ROOM NAME ROOM DESCRIPTION AREA 103 WOMEN RESTROOM 334.89 SF 104 MEN RESTROOM 333.48 SF 122 RR IN CLASSRM RESTROOM 90.31 SF 124 RR IN CLASSRM RESTROOM 62.65 SF 130 RR IN CLASSRM RESTROOM 90.26 SF 131 RR IN CLASSRM RESTROOM 90.26 SF 135 RR IN CLASSRM RESTROOM 90.30 SF 136 RR IN CLASSRM RESTROOM 90.30 SF 141 RR IN CLASSRM RESTROOM 63.58 SF 142 RR IN CLASSRM RESTROOM 63.68 SF 145 RR IN CLASSRM RESTROOM 90.26 SF 146 RR IN CLASSRM RESTROOM 90.26 SF 211 WOMEN RESTROOM 257.04 SF 212 MEN RESTROOM 255.89 SF 219 RR YOUTH ROOM RESTROOM 68.74 SF 220 RR YOUTH ROOM RESTROOM 68.72 SF Grand total: 16 2140.61 SF ACCESSORY SPACE TOTAL AREA NO. ROOM NAME ROOM DESCRIPTION AREA 105 CUSTODIAL JANITOR'S 98.18 SF 109 SIDE WING STORAGE/SPEAKER OR PERFORMER WAITING SPACE 185.52 SF 113 SIDE WING STORAGE/SPEAKER OR PERFORMER WAITING SPACE 190.25 SF 114 IT CLOSET COMPUTER/NETWORK CONTROLS 49.92 SF 116 FIRE RISER FIRE SPRINKLER CONTROL ROOM 67.54 SF 133 ELEC. ELECTRICAL EQUIPMENT 139.05 SF 139 LAUNDRY WASHER/DRYER FOR STAFF USE 73.10 SF 140 CUST. JANITOR'S 66.23 SF 201 CUST. JANITOR'S SINK AND SUPPLIES 77.43 SF 201 A ELEV. EQUIP ELEVATOR MACHINE ROOM 49.92 SF Grand total: 10 997.14 SF TECR HI TCIAL IF O NRDCENSELI OFSTATE C A A NO. C12955JAYR.T ITTL EREN. 11-30-23 03/14/2022 NEW PARKING LOTPROPOSED NEWBUILDINGPROPOSED NEWBUILDINGw w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are theproperty of Little Diversified ArchitecturalConsulting. The reproduction, copying or otheruse of this drawing without their written consentis prohibited and any infringement will be subjectto legal action.Little 2021cPROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATE1300 Dove Street, Suite 100Newport Beach, CA. 92660T: 949.698.1400SEALAGENCY REVIEW612156270001/21/22VICTORY BAPTISTCHURCH & SCHOOLCUP SUBMITTALVS / KBMLJTNO.REASONDATECONSULTANTCLIENT NAMEPROJECT NAMECONTRACTOR227 N Magnolia Ave Anaheim, CA. 92801 VICTORY BAPTIST CHURCH & SCHOOL VICTORY BAPTISTCHURCHERICKSON-HALLCONSTRUCTIONL4.1PLANTINGPLANNORTHSCALE=1"=10'02053010MATCHLINE: SEE SHEET L4.2MATCHLINE: SEE SHEET L4.2CUP AMENDMENT01/24/2022TECRHITCIALIFONR DCE NSEL I OFSTATECAANO. C12955J AYR.TITTLEREN. 11-30-23SIGNATUREL I C ENSE D L ANDSCAPE ARCHITECTMICHA E L A. LEDBETTER 5553STATE OF CALI FORNIA RENEWAL DATEDATE03/14/2022 N MAGNOLIA AVE.TELCATVNEW PARKING LOTNEW PARKING LOTPROPOSED NEWBUILDINGTELCATVEX. STREETIMPROVEMENTS PERRCP 202-17168EX. STREETIMPROVEMENTS PERRCP 202-17168SIGHT TRIANGLETYPICAL BOTH SIDESSIGHT TRIANGLETYPICAL BOTH SIDESw w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are theproperty of Little Diversified ArchitecturalConsulting. The reproduction, copying or otheruse of this drawing without their written consentis prohibited and any infringement will be subjectto legal action.Little 2021cPROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATE1300 Dove Street, Suite 100Newport Beach, CA. 92660T: 949.698.1400SEALAGENCY REVIEW612156270001/21/22VICTORY BAPTISTCHURCH & SCHOOLCUP SUBMITTALVS / KBMLJTNO.REASONDATESIGNATUREL I C ENSE D L ANDSCAPE ARCHITECTMICHA E L A. LEDBETTER 5553STATE OF CALI FORNIA RENEWAL DATEDATECONSULTANTCLIENT NAMEPROJECT NAMECONTRACTOR227 N Magnolia Ave Anaheim, CA. 92801 VICTORY BAPTIST CHURCH & SCHOOL VICTORY BAPTISTCHURCHERICKSON-HALLCONSTRUCTIONL4.2PLANTINGPLANNORTHSCALE=1"=10'02053010MATCHLINE: SEE SHEET L4.1MATCHLINE: SEE SHEET L4.103/14/2022TECRHITCIALIFONR DCE NSEL I OFSTATECAANO. C12955J AYR.TITTLEREN. 11-30-23SIGNATUREL I C ENSE D L ANDSCAPE ARCHITECTMICHA E L A. LEDBETTER 5553STATE OF CALI FORNIA RENEWAL DATEDATE UP FACP5' - 0" PROPERTY LINE GATE; FIRE DEPT. ACCESS GATE w/ KNOX BOX 21' - 11 1/2"1' - 0"1' - 0"22' - 0"GATE; FIRE DEPT. ACCESS GATE w/ KNOX BOX GATE; FIRE DEPT. ACCESS GATE w/ KNOX BOXES ON BOTH SIDES TRANSFORMER 8x10 PROPOSED 6' - 0" 6' - 0"6' - 0"4'-0" CL FENCE; TYP. ALONG WALKWAYS & BETWEEN PLAYGROUND AREAS @ W EST TYP. PROPOSED NEW BUILDING SS SSSSSS SS SS SS SS SS SS SS SS SS SS SS SS A1.1.0 1 A1.1.0 2 A1.1.0 3 PRE-SCHOOL PLAYGROUND 8,400 SF REQUIRED 8455.93 SF ACTUAL INFANTS/ TODDLERS PLAYGROUND 3,300 SF REQUIRED 3302.41 SF ACTUAL SCHOOL AGE PLAYGROUND 2,100 SF REQUIRED 2103.25 SF ACTUAL PROPERTY LINE PROPERTY LINEPROPERTY LINE PROPERTY LINE PROPERTY LINEPROPERTY LINE 5' LANDSCAPE @ N, S, and W BOUNDARIES PROPERTY LINEPROPERTY LINEN MAGNOLIA AVE.TWO'S /PRESCHOOL PLAYGROUND 3,600 SF REQUIRED 3604.48 SF ACTUAL ø 5' - 0" 25' - 0"25' - 0"1 7 ' - 6 "17' - 6" . 1 7' - 6" . EXIT ENTRY EXIT ENTRY 41' - 9" F.H. F.H. 3' - 0" 6' STEEL PICKET FENCE 9' - 1 1/4"8' - 6"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0" 6' STEEL PICKET FENCE 5' - 0"PARKING LOT B6' CL FENCE @ PERIMETER UNLESS NOTED OTHERWISE GATE; FIRE DEPT. ACCESS GATE w/ KNOX BOX SETBACK35' - 5"50' - 0"428' - 3 3/8" .302' - 1 13/16" .PARKING LOT A115' - 5"35' - 8"7' - 6" GATE w/ PANIC EXIT DEVICE; FENCING @ AREA BENEATH STAIR 5' - 0" MONUMENT SIGN FUTURE DUAL ELECTRIC VEHICLE SUPPLY EQUIPMENT, TYP. 23' - 0"25' - 0"18' - 6"144' - 6"71' - 7 1/4"14' - 3 1/4"59' - 0" 60' - 6"6' - 0"71' - 7 1/2"30' - 5 1/4"10' - 0"30' - 6"11' - 4 3/4"17' - 3 1/2"10' - 8 1/4"25' - 0 1/4"15' - 6 1/4"5' - 6"133' - 9 1/4"30' - 5 1/4"32' - 5 1/4"70' - 9"133' - 2"35' - 4 3/4"TYP.18' - 0"5' - 0".25' - 0"5' - 0" .25' - 0"17' - 6"17' - 0" .24' - 0"8' - 6"8' - 6"TYP.12' - 0"72' - 8 3/4" 66' - 6"362' - 1 1/4"TYP.5' - 0"TYP.9' - 0"TYP.12' - 0"TYP.8' - 6"TYP. 18' - 0" 24' - 0"18' - 0"TYP.8' - 6"25' - 0"10' - 1"25' - 0 1/4"5' - 5 3/4"68' - 0 3/4"8' - 6"144' - 6 1/2"5' - 6 1/2"REQ. QUEUING SETBACK 30' - 0" 11' - 8 3/4" TRASH ENCLOSURE ON 4" CONC. SLAB; 6" CMU WALLS w/ 6" W IDE CONC. CURBS & DOUBLE DOORS w/ WELDED DOOR FRAMES PER CITY OF ANAHEIM DETAILS 25' - 0"SETBACK30' - 5"SETBACK52' - 5"SETBACK 66' - 3" SEWER POC PER RCP2020 -17168 SIDEWALK AND STREET IMPROVEMENTS PER RCP2020 -17168 DOMESTIC WATER POC ON -SITE SEWER PER BLD2021 -03281 SS SS SS SS SS FUTURE DUAL ELECTRIC VEHICLE SUPPLY EQUIPMENT, TYP. FUTURE ELEC. ELECTRIC VEHICLE SUPPLY EQUIPMENT 12 x 18 5 IN -GROUND BIKE RACK 32 x 24 TRANSFORMER w/ 24 x 6 PANEL 9' - 0"9' - 0"18' - 0 3/4"8' - 8 1/2"17' - 6".5' - 0"12' - 0"6' - 4"8' - 0"TYP.5' - 0"TYP.9' - 0"24' - 0"9' - 7 3/4"8' - 6"8' - 6"SIGHT DISTANCE TRIANGLES SIGHT DISTANCE TRIANGLES A1.1.0 5 ACCESSIBILITY NOTES 1. ARCHITECT TO VERIFY PATH OF TRAVEL REQUIREMENTS ARE MET FOR P.O.T. FROM ACCESSIBLE PARKING AND PUBLIC WAY T O RESTROOMS, DRINKING FOUNTAINS, SCHOOL ADMINISTRATIO N BUILDING, ACCESIBLE SEATING AND INSIDE TRACK AS IND ICATED. ANY DEVIATION FROM P.O.T. DEFINITION LISTED BELOW SHALL BE BROUGHT INTO COMPLIANCE BY THE ARCHITECT PREPARING A C.C.D. AND SUBMITTING IT TO DSA FOR APPROVAL. 2. PATH OF TRAVEL (P.O.T.) AS INDICATED IS A BARRIER -FREE ACCESS WITHOUT ANY ABRUPT VERTICAL CHANGES EXCEEDING 1/2" BEVELED AT 1:2 MAXIMUM SLOPE, EXCEPT THAT LEVEL CHANGES DO NOT EXCEED 1/4" VERTICAL AND IS AT LEAST 48" WIDE. SUR FACE IS SLIP - RESISTANT, STABLE, FIRM, AND SMOOTH. CROSS -SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5%, UNLESS OTHERWISE INDICATED. P.O.T. SHALL MAINT AIN FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM (CBC 11B -307.4) AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM THE WALL AND ABOVE 27" AND LESS THAN 80" (CBC 11B -307). ARCHITECT TO VERIFY THAT ALL BARRIERS IN THE PATH OF TRAVEL H AVE BEEN REMOVED OR WILL BE REMOVED UNDER THIS PROJECT, AND PATH OF TRAVEL COMPLIES WITH CHAPTER 11 DIVISION 4 OF THE 2 016 CBC . 3. ALL NEW PAVING AND SURFACING TO BE FLUSH TO EXISTIN G PAVING EDGE. 4. FOR GRADE ELEVATIONS, SEE CIVIL DRAWINGS. 5. FOR DEMOLITION WORK, SEE CIVIL DRAWINGS. 6. DIMENSIONS ARE TO BE FIELD VERIFIED. 7. ALL EXISTING ELEMENTS TO REMAIN SHALL BE PROTECTED IN PLACE, TYP. LEGEND ACCESSIBLE PATH OF TRAVEL 4'-0" WIDE MIN. CONCRETE OR A.C. PAVED. SEE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION ON MATERIAL, SLOPES AND ELEVATIONS. NEW BUILDING "THE P.O.T. IDENTIFIED IN THESE CONSTRUCTION DOCUME NTS IS COMPLIANT WITH THE CURRENT APPLICABLE CALIFORNIA BU ILDING CODE ACCESSIBILITY PROVISIONS FOR PATH OF TRAVEL REQUIRE MENTS FOR ALTERATIONS, ADDITIONS AND STRUCTURAL REPAIRS. AS P ART OF THE DESIGN OF THIS PROJECT, THE P.O.T. WAS EXAMINED AND ANY ELEMENTS, COMPONENTS OR PORTIONS OF THE P.O.T THAT WERE DETER MINED TO BE NONCOMPLIANT 1) HAVE BEEN IDENTIFIED AND 2) THE COR RECTIVE WORK NECESSARY TO BRING THEM INTO COMPLIANCE HAS BEEN IN CLUDED WITHIN THE SCOPE OF THIS PROJECT ’S WORK THROUGH DETAILS, DRAWINGS AND SPECIFICATIONS INCORPORATED INTO THESE CONSTRUCTION DOCUMENTS. ANY NONCOMPLIANT ELEMENTS, COMPONENTS OR PORTIONS OF THE P.O.T. THAT WILL NOT BE CORRECTED BY THIS PROJECT BASED ON VALUATION THRESHOLD LIMITA TIONS OR A FINDING OF UNREASONABLE HARDSHIP ARE SO INDICATED IN THESE CONSTRUCTION DOCUMENTS. DURING CONSTRUCTION, IF P.O.T. ITEMS WITHIN THE SCO PE OF THE PROJECT REPRESENTED AS CODE COMPLIANT ARE FOUND TO BE NONCONFORMING BEYOND REASONABLE CONSTRUCTION TOLERA NCES, THEY SHALL BE BROUGHT INTO COMPLIANCE WITH THE 2016 CBC AS A PART OF THIS PROJECT BY MEANS OF A CONSTRUCTION CHA NGE DOCUMENT.” STATEMENT BY DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE TOTAL SPACES PROVIDED:146 PARKING LOT A:90 ACCESSIBLE SPACES: REQUIRED:4 PROVIDED:4 VAN ACCESSIBLE SPACES: REQUIRED:1 PROVIDED:1 PARKING LOT B:56 ACCESSIBLE SPACES: REQUIRED:3 PROVIDED:3 VAN ACCESSIBLE SPACES: REQUIRED:1 PROVIDED:1 EV SPACES: REQUIRED:13 PROVIDED:13 ACCESSIBLE EV SPACES: REQUIRED:1 PROVIDED:1 CLEAN AIR SPACES: REQUIRED:18 PROVIDED:18 PARKING COUNT CONCRETE PAVING RESILIENT PLAYGROUND SURFACING PROPERTY LINE LANDSCAPE/TURF - SEE LANDSCAPE CHAIN LINK FENCE 12" WIDE CONCRETE CURB ARTIFICIAL TURF DECOMPOSED GRANITE SURFACING FIRE HYDRANT LOCATION LIGHT POLE TECR HI TCIAL IF O NRDCENSELI OFSTATE C A A NO. C12955JAYR.T ITTL EREN. 11-30-21 w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. Little 2021c PROJECT MANAGER DESIGN TEAM PRINCIPAL IN CHARGE PROJECT TEAM REVISIONS PROJECT NAME SHEET TITLE PROJECT NO. SHEET NUMBER ISSUE FOR ISSUE DATE 1300 Dove Street, Suite 100 Newport Beach, CA. 92660 T: 949.698.1400 SEAL CONSULTANT CLIENT NAME PROJECT NAME CONTRACTOR 1/22/2022 3:59:20 PMC:\Users\farnaz.mahjoob\Documents\6121562700 Victory Baptist Church & School_Revit 2020_CENTRAL_farnaz.mahjoob.rvt6121562700 01/24/2022 A1.0.1 OVERALL SITE PLAN VICTORY BAPTIST CHURCH & SCHOOL CUP AMENDMENT 227 N Magnolia Ave,Anaheim, CA. 92801VICTORY BAPTIST CHURCH & SCHOOLTA/CL TL/FM JT VICTORY BAPTIST CHURCH ERICKSON -HALL CONSTRUCTION 1" = 20'-0"A1.0.1 1OVERALL SITE PLAN N o r t h NO. REASON DATETECR HI TCIAL IF O NRDCENSELI OFSTATE C A A NO. C12955JAYR.T ITTL EREN. 11-30-23 03/14/2022 1. FOR LED BOLLARD LOCATIONS & INFORMATION, SEE SHE ET E1.0.1 & E1.0.1PMB. GENERAL NOTES 11 12 14 15 16 17 18 9 19 20 LEVEL 2 - T.O. SLAB 13' - 0" T.O. HI. PARAPET 33' - 0" T.O. PARAPET 2 29' - 0" 13 5' - 2"PARKING LOT A N. MAGNOLIA AVE. DIMENSION TO RIGHT OF WAY SIDEWALK @ N. MAGNOLIA AVE. 147' - 7" PARKING LOT B w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. Little 2021c PROJECT MANAGER DESIGN TEAM PRINCIPAL IN CHARGE PROJECT TEAM REVISIONS PROJECT NAME SHEET TITLE PROJECT NO. SHEET NUMBER ISSUE FOR ISSUE DATE 1300 Dove Street, Suite 100 Newport Beach, CA. 92660 T: 949.698.1400 SEAL CONSULTANT CLIENT NAME PROJECT NAME CONTRACTOR 1/22/2022 3:59:32 PMC:\Users\farnaz.mahjoob\Documents\6121562700 Victory Baptist Church & School_Revit 2020_CENTRAL_farnaz.mahjoob.rvt6121562700 01/24/2022 A1.1.4 SITE SECTION VICTORY BAPTIST CHURCH & SCHOOL CUP AMENDMENT 227 N Magnolia Ave,Anaheim, CA. 92801VICTORY BAPTIST CHURCH & SCHOOLTA/CL TL/FM JT VICTORY BAPTIST CHURCH ERICKSON -HALL CONSTRUCTION 1/16" = 1'-0"A1.1.4 1LINE OF SIGHT @ N. MAGNOLIA AVE. NO. REASON DATETECR HI TCIAL IF O NRDCENSELI OFSTATE C A A NO. C12955JAYR.T ITTL EREN. 11-30-23 03/14/2022 DN FACPDWFEC FEC FECFEC FEC FEC FECFECFECFEC UU JJ F TT OO LL G HH CC MM I QQ SS BB A6.1.11 A A 11 11 12 12 14 14 15 15 16 17 18 9 9 19 19 20 20 1 1 2 2 3 3 4 4 D D R1 R1 S1 S1 10 10 8 8 949.15 SF TWO'S 30MO-36MO 129 225.51 SF BREAK-ROOM 138 857.17 SF PRESCHOOL 2 134 105.84 SF DRY STO 120 143.55 SF OFFICE 118 601.33 SF PLAY AREA 101 4090.10 SF SANCTUARY 107 83.88 SF STO 110 159.03 SF STO 112 854.88 SF TWO'S 24MO-30MO 121431.02 SF TODDLER 18MO-24MO 123431.42 SF TODDLER 12MO-18MO 125 864.91 SF PRE K 132 848.19 SF EPS 144 707.18 SF 2-5 YEAR OLD FLEX 147 612.10 SF KITCHEN 119 409.02 SF CORRIDOR 150 190.25 SF SIDE WING 113 185.52 SF SIDE WING 109 296.72 SF LOBBY 100A 585.19 SF PLATFORM 108 717.34 SF PRESCHOOL 1 137 604.46 SF INFANT 127 405.07 SF INFANT 126 A6.1.2 2 A6.1.2 3 1 A6.2.1 1 A6.2.1 2 A6.2.1 2 A6.2.1 A6.1.2 1 A6.1.1 3 347.17 SF RECEPTION 115 P R 5 6 7 N 67.54 SF FIRE RISER 116 117.17 SF SOUND BOOTH 111 139.05 SF ELEC. 133 13 13 E 333.48 SF MEN 104 98.18 SF CUSTODIAL 105 90.30 SF RR 136 90.30 SF RR 135 325.51 SF STAIR NO. 2 151 90.31 SF RR 12262.65 SF RR 124 90.26 SF RR 145 90.26 SF RR 146 826.74 SF CORRIDOR 148 73.10 SF LAUNDRY 139 66.23 SF CUST. 140 63.58 SF RR 141 63.68 SF RR 142 96.54 SF CHANGING ROOM 143 20.15 SF CARRIER 148A 20.20 SF CARRIER 148B 20.20 SF CARRIER 148C 49.92 SF IT CLOSET 114 16.78 SF COTS 132C 16.81 SF COTS 137C 16.78 SF COTS 121C 16.78 SF COTS 144C 16.78 SF COTS 129C 16.78 SF COTS 125C 16.78 SF COTS 123C 19.05 SF COTS 134C 16.78 SF COTS 147C 111.84 SF TEACHERS' RESOURCE STG. 117 122.31 SF CHURCH STO 106 150.27 SF CORRIDOR 149 2 A6.2.2 2 A6.2.2 CLEAN EXITSOILED ENTRANCE PREP 3 A6.2.2 3 A6.2.2 52.22 SF STROLLER 128 90.26 SF RR 13090.26 SF RR 131 K DN DN 1 A1.1.4 1 A6.2.2 1 A6.2.2 334.89 SF WOMEN 103 228.75 SF GALLEY 102 SEE SHEET A2.1.1 SEE SHEET A2.1.2 MATCH LINE SEE SHEET A2.1.1 SEE SHEET A2.1.2 MATCH LINE 2710.72 SF 3RD SPACE 100 A6.1.1 2 STAIR NO. 2 STAIR NO. 3 STAIR NO. 1 A10.1.1 F1 A1.1.0 4 1" = 10'-0"A2.1.0 1FIRST FLOOR REFERENCE PLAN N o r t h TECR HI TCIAL IF O NRDCENSELI OFSTATE C A A NO. C12955JAYR.T ITTL EREN. 11-30-21 w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. Little 2021c PROJECT MANAGER DESIGN TEAM PRINCIPAL IN CHARGE PROJECT TEAM REVISIONS PROJECT NAME SHEET TITLE PROJECT NO. SHEET NUMBER ISSUE FOR ISSUE DATE 1300 Dove Street, Suite 100 Newport Beach, CA. 92660 T: 949.698.1400 SEAL CONSULTANT CLIENT NAME PROJECT NAME CONTRACTOR 1/22/2022 3:59:53 PMC:\Users\farnaz.mahjoob\Documents\6121562700 Victory Baptist Church & School_Revit 2020_CENTRAL_farnaz.mahjoob.rvt6121562700 01/24/2022 A2.1.0 FIRST FLOOR REFERENCE PLAN VICTORY BAPTIST CHURCH & SCHOOL CUP AMENDMENT 227 N Magnolia Ave,Anaheim, CA. 92801VICTORY BAPTIST CHURCH & SCHOOLTA/CL TL/FM JT VICTORY BAPTIST CHURCH ERICKSON -HALL CONSTRUCTION NO. REASON DATETECR HI TCIAL IF O NRDCENSELI OFSTATE C A A NO. C12955JAYR.T ITTL EREN. 11-30-23 03/14/2022 DWFEC FEC FEC FECFECFECFEC FEC JJ FF LL GG HH CC BB A6.1.11 A A 11 11 12 12 14 14 15 15 16 16 17 17 18 9 9 19 19 20 20 D D A6.1.2 2 A6.1.2 3 1 A6.2.1 A6.1.2 1 5 A3.1.3 2 5 3 4 13 13 E 2 A6.2.2 2 A6.2.2 3 A6.2.2 3 A6.2.2 848.19 SF EPS 144 150.27 SF CORRIDOR 149 826.74 SF CORRIDOR 148 612.10 SF KITCHEN 119 143.55 SF OFFICE 118 105.84 SF DRY STO 120 347.17 SF RECEPTION 115 111.84 SF TEACHERS' RESOURCE STG. 117 67.54 SF FIRE RISER 116 707.18 SF 2-5 YEAR OLD FLEX 147 90.26 SF RR 146 90.26 SF RR 145 16.78 SF COTS 147C 16.78 SF COTS 144C 1 A1.1.4 1 A1.1.4 1 A6.2.2 CLR.5' - 11"33' - 7 3/4"6' - 6"6' - 3 1/2"CLR. 8' - 4 3/4"18' - 2 3/4"26' - 5 1/2"1' - 0"6' - 10"11' - 10 1/4"3' - 9 1/2"4' - 8 1/4"26' - 10 1/4"5' - 6 3/4"11' - 9"12' - 1 1/4"7' - 4 3/4"1' - 0 1/2"28' - 0 1/4"1' - 4 3/4"8' - 10" 5' - 11 3/4" 2' - 2 1/2" 2' - 3 3/4"18' - 10 1/4"4' - 11"28' - 1 1/4"13' - 2 1/2" 144A 118 115A119B 144B 147B 116 119A 149 147A 145 146 138 147C 117 144C 119C 120 143 106 W3 W3 W3 W3 W3 W3 W3 27' - 4 3/4"11' - 2 1/4"17' - 10 1/2"14' - 2" 6' - 0 1/4"3' - 5"3' - 5"8' - 0 3/4"5' - 6 1/4"9' - 10 1/2"6' - 4 1/4"12' - 4 3/4"16' - 4"15' - 10"4' - 11"9' - 10"4' - 11"5' - 9"6' - 6"10' - 6 3/4"2' - 1"6' - 4 1/4"ALIGN 6' - 8"9' - 7 1/4"8' - 11 1/4" CLEAN EXITSOILED ENTRANCE PREP 12' - 0" CLR. 5' - 9"27' - 9"28' - 1 1/4"1' - 4 1/4"27' - 9"6' - 4 1/4"8' - 0 1/4"6' - 7 1/4"7' - 0 1/2"15' - 2 1/4"9' - 0"12' - 1 1/2" 14' - 11"5' - 9 1/2"2' - 8 1/2"16' - 11 1/4" 11' - 11"18' - 4 1/4" 6' - 2 1/2"3' - 5 3/4"19' - 5 1/2"1' - 3 3/4" 12' - 9 3/4"18' - 10"6' - 2 1/4"6' - 2 1/2"10' - 11 3/4"11' - 4 1/4"5' - 7 3/4"CLR.5' - 3"12' - 1 1/4" 11' - 9"7' - 9 1/4" 2' - 5 1/4"8' - 2 1/2"2' - 7" 21' - 4 3/4"7' - 9 1/2"7' - 1 1/4"10' - 1 1/2"21' - 7"2' - 0 1/4" 19' - 1 1/4"7' - 1 3/4"7' - 1 3/4"7' - 1 3/4"7' - 9 1/2" 9' - 10 3/4"15' - 8 1/2"4' - 11"12' - 9 3/4" 1' - 11" 4' - 11"16' - 9 3/4"4' - 11"20' - 9"12' - 5 1/4"4' - 11"12' - 5 1/4"6' - 0"11' - 3 1/4"4' - 11"11' - 7 1/4"3' - 6 1/2"5' - 0 1/4"12' - 9 1/4"15' - 11"4' - 11"11' - 4 1/2"27' - 9"8' - 3"14' - 6 1/4"19' - 0 1/2"10' - 6 3/4"4' - 11"11' - 0"4' - 3 1/2"4' - 11"7' - 0"29' - 11 1/4"5' - 0"8' - 10 1/4"CLR.5' - 2"W3 W3 W3 W3 W3 W3 W3 W3W3W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 132A 129A 121A126A125A123A 137A 134A 126B 125B 123B 121B 148 132B 127B 129B 151A 135 136 149 124B 124A 122 127A 148C148B148A 140 141 142 138 132C 134C 129C 137C 125C 123C 137B 139 131 130 133 151B 134B A3.1.8 11 A3.1.7 10 717.34 SF PRESCHOOL 1 137 857.17 SF PRESCHOOL 2 134 90.30 SF RR 135 90.30 SF RR 136 949.15 SF TWO'S 30MO-36MO 129 864.91 SF PRE K 132 139.05 SF ELEC. 133 604.46 SF INFANT 127 409.02 SF CORRIDOR 150 325.51 SF STAIR NO. 2 151 A3.1.7 1 90.26 SF RR 130 90.26 SF RR 131 A3.1.8 1 854.88 SF TWO'S 24MO-30MO 121431.02 SF TODDLER 18MO-24MO 123 90.31 SF RR 122 62.65 SF RR 124 431.42 SF TODDLER 12MO-18MO 125 52.22 SF STROLLER 128 63.58 SF RR 141 63.68 SF RR 142 96.54 SF CHANGING ROOM 143 225.51 SF BREAK-ROOM 138 66.23 SF CUST. 140 73.10 SF LAUNDRY 139 405.07 SF INFANT 126 A3.1.8 6 A3.1.5 1 A3.1.6 1 6' - 0 1/4"49.92 SF IT CLOSET 114 296.72 SF LOBBY 100A 122.31 SF CHURCH STO 106 16.78 SF COTS 123C 16.78 SF COTS 121C 20.20 SF CARRIER 148C 20.20 SF CARRIER 148B 20.15 SF CARRIER 148A 16.78 SF COTS 129C 16.81 SF COTS 137C 16.78 SF COTS 125C 16.78 SF COTS 132C 21' - 3 1/2"12' - 5 3/4"24' - 6 3/4"29' - 6 3/4"26' - 10 3/4"13' - 5 3/4"17' - 7"11' - 1 1/4"6' - 5 1/2"19' - 8 1/4"7' - 1"6' - 5"6 1/2"28' - 0 1/4"27' - 11 1/2"6' - 1 3/4"25' - 11 1/4"21' - 3 1/2"12' - 5 3/4"24' - 6 3/4"29' - 6 3/4"26' - 10 3/4"13' - 5 3/4"10' - 7 1/4"6' - 11 3/4"11' - 1 1/4"6' - 5 1/2"25' - 11 1/4"6' - 1 3/4"27' - 11 1/2"16' - 4 3/4"11' - 7 1/2"6 1/2"6' - 5"7' - 1"19' - 8 1/4"CLR.5' - 2"3/4"CLR.5' - 2"8' - 1 1/2"19' - 4 3/4"6' - 5 3/4"2' - 2 1/2"10' - 9 1/2"2' - 2 1/2"14' - 11 1/4"14' - 7 1/4"1' - 3 3/4"6' - 0 1/4"3' - 5"6' - 0 1/4"3' - 5" 1' - 4 1/4"3' - 3 3/4"19' - 1 1/4"CLR.5' - 2"15' - 2"SEE SHEET A2.1.2SEE SHEET A2.1.2 19.05 SF COTS 134C A6.2.6 1 A6.2.5 1 A6.2.8 1 A6.2.7 1 A3.2.2 6 5 7 8 5' - 6 1/4"20' - 1 1/2"21' - 4 3/4"6' - 4 1/4"11' - 6 3/4"1' - 4 3/4"4' - 8" 17' - 2 1/4"6' - 4 1/4"3' - 5" 3' - 5"CLR.5' - 2"CLR.5' - 2"CLR.5' - 2"2' - 1 1/4" 3' - 5"1' - 3 3/4"1' - 2 3/4"7' - 11 1/2"10' - 8 1/4"10' - 5 1/4"1' - 3 3/4" STAIR NO. 2 STAIR NO. 3 114 9' - 10 3/4"8' - 5 1/4"5' - 8"2' - 7"10' - 8"26' - 6" ALIGN 18' - 10 1/4"3' - 5"6' - 0 1/4"3' - 7 1/4"6' - 2 1/4"11' - 8 1/4"CLR. 7' - 4 1/4" 10' - 7 3/4"2' - 7"EQEQEQEQEQEQEQ EQ EQEQ6' - 0 1/4"A A H K K A N H H K N N A J H H H H K K K H N NN A H H K N A A K K A A H H H HHH A A N N H K M H H H H H H H N N A H H H H H M K H H H NN N N H H H H K K K HK H EN E N H K H A A H H H A NNNN A EQ EQ 4"H J H H HH H H H A A K H H K A A K H K K J H J H J H K H HH H K N N A H H H M H H H K N N A N A H H K K K N N 8' - 6" A3.1.3 6 7 8 9 A3.2.1 1 2 3 4 A3.2.1 5 6 7 8 A3.2.2 1 2 3 4 A3.2.3 1 2 3 4 A3.2.3 5 6 7 8 A3.2.4 1 2 3 4 A8.0.2 W5A W5 W4 A3.2.2 9 10 11 12 A3.2.3 9 10 11 12 A3.2.4 6 5 7 8 A3.2.412 9 10 11 A A K K K A H A A A H H J A9.8.1 1 6 3/4"115 60.00°60.00° 25' - 8 1/2" A9.8.1 16' - 9 1/2"20' - 7 1/4"5' - 6 1/4"4' - 3 1/4"A9.8.1 2 A9.8.1 1 16' - 5" A9.8.1 3 N A9.8.1 2 CHAINLINK FENCE GATE TYPICAL AT ALL COT CLOSET, WALLS ARE TO ONLY GO 6" ABOVE T-GRID. NO NEED TO BE FULL HEIGHT STAIR NO. 1 100B 13 A9.6.1 EARLY PRE -SCHOOL 30 -36 MONTHS A1.1.0 4 WALL LEGEND 1 HOUR RATED PARTITION NON-RATED PARTITION GENERAL NOTES 1. FIRST FLOOR FINISH FLOOR IS 0'-0" = X.X' 2. DOOR FRAMES LOCATED NEAR ADJACENT WALLS OR CASEWORK TO BE 4" FROM INSIDE CORNER, OR TO NEAREST BLOCK MODULE AT CMU WALLS, U.N.O. 3. COORDINATE AND CONFIRM EXACT LOCATIONS OF ALL FLO OR MOUNTED OUTLETS PRIOR TO CONCRETE PLACEMENT, SEE ELECT. 4. FOR TYPICAL STUD FRAMING DETAILS, SEE SHEET S301 5. INTERIOR FINISH MATERIALS APPLIED TO WALLS AND CE ILINGS SHALL COMPLY WITH CBC SECTION 803 AND TABLE 803.11 6. AT COTS CLOSET, INTERIOR WALLS ARE TO EXTEND 6" A BOVE CEILING GRID, TYPICAL. XX WALL TYPES PER SHEET A9.0.1 FIRE EXTINGUISHER CABINET, DET. 7/A9.6.1 XXX DOOR TYPES, SEE SHT. A8.0.2 X WINDOW TYPES, SEE SHT. A8.0.2 DEPRESSED SLAB TECR HI TCIAL IF O NRDCENSELI OFSTATE C A A NO. C12955JAYR.T ITTL EREN. 11-30-21 w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. Little 2021c PROJECT MANAGER DESIGN TEAM PRINCIPAL IN CHARGE PROJECT TEAM REVISIONS PROJECT NAME SHEET TITLE PROJECT NO. SHEET NUMBER ISSUE FOR ISSUE DATE 1300 Dove Street, Suite 100 Newport Beach, CA. 92660 T: 949.698.1400 SEAL CONSULTANT CLIENT NAME PROJECT NAME CONTRACTOR 1/22/2022 4:00:00 PMC:\Users\farnaz.mahjoob\Documents\6121562700 Victory Baptist Church & School_Revit 2020_CENTRAL_farnaz.mahjoob.rvt6121562700 01/24/2022 A2.1.1 PARTIAL FIRST FLOOR PLAN - NORTH VICTORY BAPTIST CHURCH & SCHOOL CUP AMENDMENT 227 N Magnolia Ave,Anaheim, CA. 92801VICTORY BAPTIST CHURCH & SCHOOLTA/CL TL/FM JT VICTORY BAPTIST CHURCH ERICKSON -HALL CONSTRUCTION 1/8" = 1'-0"A2.1.1 1PARTIAL FIRST FLOOR PLAN - NORTH N o r t h NO. REASON DATETECR HI TCIAL IF O NRDCENSELI OFSTATE C A A NO. C12955JAYR.T ITTL EREN. 11-30-23 03/14/2022 FEC FECFEC FEC FEC UU TT OO MM QQ SS 17 9 9 19 19 20 20 1 1 2 2 3 3 4 4 R1 R1 S1 S1 10 10 8 8 1 A6.2.1 2 A6.2.1 2 A6.2.1 A6.1.1 3 P R 5 6 7 A3.1.1 3 24 1 A3.1.22 3 4 1 4090.10 SF SANCTUARY 107 601.33 SF PLAY AREA 101 185.52 SF SIDE WING 109 585.19 SF PLATFORM 108 190.25 SF SIDE WING 113 159.03 SF STO 112 83.88 SF STO 110 117.17 SF SOUND BOOTH 111 A3.1.4 1 333.48 SF MEN 104 98.18 SF CUSTODIAL 105 122.31 SF CHURCH STO 106 107A 107B 109 101 112 110 100A 100B 100C 100D 105 103 102 107C 104 106 J J H F F J J J J J F H H H D H H E E D1D1 D1 D1 D1 D1 D1 D1 E D H H H H H J H H H 1 A6.2.25' - 10"4' - 8"14' - 4 1/2"14' - 4 1/2"12' - 10 1/4"CLR. 7' - 10 3/4"6' - 8"19' - 6"13' - 11 1/4"56' - 5 3/4" 6' - 0 3/4"23' - 7 1/2"12' - 11 1/4"19' - 1"10' - 9"14' - 11 1/4"80' - 7 1/2"15' - 10"54' - 4 1/2" 6' - 0" 6' - 10 1/2" 15' - 9 1/2"9' - 3"14' - 9"30' - 11"11' - 0 1/2"21' - 3"3' - 10 1/2"2' - 11 3/4"2' - 6"15' - 10 3/4"9' - 8 1/2"29' - 11"10' - 1"334.89 SF WOMEN 103 228.75 SF GALLEY 102 DN CLR. 4' - 1 3/4" 13' - 11 1/4"CLR.5' - 1"H11' - 9 1/4"11' - 9 1/4"35' - 5 3/4"14' - 9 1/2"20' - 6"15' - 6 3/4"9' - 3"14' - 10 3/4"3' - 1 1/2"2' - 9 3/4"15' - 10 3/4" CLR. 4' - 0 3/4" 6' - 0"6' - 8"19' - 6"DN 3' - 1 1/2"2' - 9 3/4"J J J 15' - 10 3/4"6' - 0 3/4"7' - 4"7' - 4"12' - 11 1/4"27' - 9"7' - 6"13' - 9 1/4"7' - 6"CLR.5' - 1"D E W3 W3 W3 W3 W3 W2 W2 7' - 4 3/4"19' - 0 3/4"1 1 ' - 3 3 /4 " 1 2 ' - 1 1 "7' - 10 1/2"5' - 5"5' - 5"7' - 8 3/4"9 ' - 4 1 /2 " 5 ' - 7 " 9 ' - 4 1 /2 "3' - 7 1/2"2 ' - 7 3 /4 "57' - 10 3/4"8' - 7 1/2"14' - 9 1/2"28' - 11 3/4"41' - 5"8' - 5 3/4" 3'-6" x 3'-6" ROOF ACCESS HATCH SEE DRAWING A2.1.1SEE DRAWING A2.1.1 113 A3.1.2 5 8 6 7 2710.72 SF 3RD SPACE 100 A6.1.1 2 A3.1.5 1 9' - 2"15' - 3 1/2"31' - 3"23' - 1 1/2"6' - 10 1/2"22' - 10"22' - 10"22' - 7 1/2"37' - 1 3/4"17' - 7"11' - 1 1/4"6' - 5 1/2"9' - 2"15' - 3 1/2"12' - 3 1/2"18' - 11 1/2"4' - 6 1/2"18' - 7"6' - 10 1/2"22' - 10"22' - 10"22' - 7 1/2"2' - 5 1/2"19' - 0"17' - 11 3/4"15' - 3 1/2"11' - 1 1/4"6' - 5 1/2" 2 2 ' - 8 3 /4 "24' - 10"CLR. 3' - 11 1/4" CLR. 3' - 0 1/2" F 5' - 11 1/2" 10 1/2" 2' - 6"ALIGNH 10' - 8 1/4" E 8' - 5 3/4"46' - 6" D H E D1 D1 D1 D1 W1A W1 W1A W1 F A6.1.2 2 A6.1.11 N N L LL BELOW BELOW 11' - 0" 4 ' - 8 " C L R .11' - 0"4' - 8" CLR. 7" W.H. F.S. A D SERVING KITCHEN WALL LEGEND 1 HOUR RATED PARTITION NON-RATED PARTITION GENERAL NOTES 1. FIRST FLOOR FINISH FLOOR IS 0'-0" = X.X' 2. DOOR FRAMES LOCATED NEAR ADJACENT WALLS OR CASEWORK TO BE 4" FROM INSIDE CORNER, OR TO NEAREST BLOCK MODULE AT CMU WALLS, U.N.O. 3. COORDINATE AND CONFIRM EXACT LOCATIONS OF ALL FLO OR MOUNTED OUTLETS PRIOR TO CONCRETE PLACEMENT, SEE ELECT. 4. FOR TYPICAL WALL FRAMING DETAILS, SEE SHEET AX 5. INTERIOR FINISH MATERIALS APPLIED TO WALLS AND CE ILINGS SHALL COMPLY WITH CBC SECTION 803 AND TABLE 803.11 6. PLEASE SEE SHEET G0.1.3 EXITING ANALYSIS FOR FUN CTION, TOTAL SQUARE FOOTAGE AND LEVEL OF EACH SPACE. “3 RD SPACE” IS A TRANSITIONAL/ PRE-FUNCTION SPACE. IT IS LISTED AS LOBBY/ ACCESSORY TO SANCTUARY PER CBC TAB LE 1004.1.2 XX WALL TYPES PER SHEET A9.0.1 FIRE EXTINGUISHER CABINET, DET. 7/A9.6.1 XXX DOOR TYPES, SEE SHT. A8.0.2 X WINDOW TYPES, SEE SHT. A8.0.2 DEPRESSED SLAB w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. Little 2021c PROJECT MANAGER DESIGN TEAM PRINCIPAL IN CHARGE PROJECT TEAM REVISIONS PROJECT NAME SHEET TITLE PROJECT NO. SHEET NUMBER ISSUE FOR ISSUE DATE 1300 Dove Street, Suite 100 Newport Beach, CA. 92660 T: 949.698.1400 SEAL CONSULTANT CLIENT NAME PROJECT NAME CONTRACTOR 1/22/2022 4:00:05 PMC:\Users\farnaz.mahjoob\Documents\6121562700 Victory Baptist Church & School_Revit 2020_CENTRAL_farnaz.mahjoob.rvt6121562700 01/24/2022 A2.1.2 PARTIAL FIRST FLOOR PLAN - SOUTH VICTORY BAPTIST CHURCH & SCHOOL CUP AMENDMENT 227 N Magnolia Ave,Anaheim, CA. 92801VICTORY BAPTIST CHURCH & SCHOOLTA/CL TL/FM JT VICTORY BAPTIST CHURCH ERICKSON -HALL CONSTRUCTION 1/8" = 1'-0"A2.1.2 1PARTIAL FIRST FLOOR PLAN - SOUTH N o r t h NO. REASON DATETECR HI TCIAL IF O NRDCENSELI OFSTATE C A A NO. C12955JAYR.T ITTL EREN. 11-30-23 03/14/2022 DN FEC FECFEC FEC FEC FEC FECFEC JJ F F LL G HH CC MM II BB A6.1.11 A A 11 11 12 12 14 14 15 15 16 16 17 18 9 9 19 19 20 20 D D 525.14 SF STO 215 94.77 SF SOUND 214 913.54 SF STO 213 255.89 SF MEN 212 257.04 SF WOMEN 211 376.01 SF WORK ROOM VOLUNTEERS 210 435.06 SF LOBBY 200 129.05 SF STORAGE/COPY 209 154.44 SF OFFICE 208 202.18 SF OFFICE 206 200.60 SF OFFICE 205 967.86 SF CLASSROOM 202 495.34 SF RECEPTION 203 202.26 SF OFFICE 204 1210.85 SF MEETING ROOM 217 145.96 SF STO 218 1137.34 SF YOUTH 221 139.05 SF STO 222 3250.51 SF MULTI PURPOSE 216 521.38 SF CORRIDOR 225 271.48 SF OFFICE 207 A6.1.2 2 A6.1.2 3 1 A6.2.1 A6.1.2 1 N 13 E 68.74 SF RR 219 68.72 SF RR 220 741.56 SF CORRIDOR 223 482.07 SF CORRIDOR 224 STAIR NO. 3 225A 2 A6.2.2 2 A6.2.2 49.92 SF ELEV. EQUIP 201 A 3 A6.2.2 3 A6.2.2 A3.2.5 2 77.43 SF CUST. 201 21' - 3 1/2"12' - 5 3/4"24' - 6 3/4"29' - 6 3/4"26' - 10 3/4"13' - 5 3/4"10' - 7 1/4"6' - 11 3/4"11' - 1 1/4"6' - 5 1/2"25' - 11 1/4"6' - 1 3/4"27' - 11 1/2"28' - 0 1/4"6 1/2"6' - 5"4' - 7"2' - 6"19' - 8 1/4"6' - 6 1/4"1' - 11 1/2"6' - 6 1/4"19' - 8 1/4"2' - 6"4' - 7"6' - 5"6 1/2"11' - 7 1/2"16' - 4 3/4"27' - 11 1/2"6' - 1 3/4"25' - 11 1/4"215 214 216A 213 212 211 209 208 207 206 205 210 203 202 201 204 217A 216B 221A 217B 221B 218 219 220 224 222 225 201A K35.00°5 5 .0 0 ° A3.1.9 10 A3.1.9 1 A6.2.7 2 A6.2.5 3 A6.2.6 3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3W3W3W3W3W3W3W3W3 W3A W3A W3 W3 52' - 4 1/4"4' - 11"11' - 0"39' - 1 1/2"4' - 11"15' - 11"12' - 5 1/4"4' - 11"16' - 3 1/2"4' - 9"25' - 2"21' - 3 1/2"37' - 0 1/4"29' - 6 3/4"57' - 11 1/2"11' - 1 1/4"6' - 5 1/2" 113' - 2 1/2"4' - 11"10' - 2 1/2"30' - 4"5' - 11"4' - 11"9' - 10"4' - 11"15' - 8"19' - 5 1/2"4' - 11"4' - 4"3' - 8"4' - 11"7' - 6"4' - 11"8' - 4 1/4"4' - 11"6' - 8"4' - 11"14' - 0 3/4"4' - 11"10' - 9 1/4"8' - 10 1/4"15' - 5"4' - 11"14' - 7 1/4"7' - 0"4' - 11 3/4"4' - 4 1/2"7' - 7"13' - 5 1/2"26' - 7 3/4"13' - 7 1/2"38' - 9 1/2" 5' - 0"8' - 7 1/2"29' - 4"6' - 1"6' - 1"14' - 10 3/4"6' - 1"6' - 1"15' - 0"12' - 3 1/2"8' - 1 1/2"8' - 5"13' - 9"27' - 5 1/4"21' - 0 3/4"15' - 3 1/2"15' - 3 1/2" 19' - 0 1/4"21' - 0 3/4"19' - 8 1/2"6' - 6 3/4"1' - 2 3/4"1' - 3"2' - 8 3/4"6' - 5"29' - 5 1/2"12' - 8 1/4"5' - 2 1/4"1' - 3 3/4" 3' - 9 3/4" 4' - 0"1' - 4 3/4"15' - 10 1/2"22' - 9"1' - 2 3/4"12' - 0 1/4"5' - 5 1/4"6' - 3"5' - 7 3/4"10' - 3 1/4"21' - 4 1/4" 12' - 5"17' - 7"17' - 7"3' - 3"7' - 7 1/4"12' - 8 1/4"12' - 5"12' - 5"13' - 0"22' - 8 1/2"CLR.6' - 2"7 1/2"70' - 11 1/2"10' - 8 1/2"21' - 0 1/2"13' - 1 1/4"29' - 5"6' - 7 1/4"3' - 3"12' - 3 3/4"12' - 9 3/4"14' - 11 1/4"6' - 1 1/2"1' - 3 3/4" 10' - 6"49' - 10"27' - 0 3/4"3' - 1" 57' - 3"3' - 1" 25' - 6 1/2"29' - 11 1/4" 3'-6" x 3'-6" ROOF ACCESS HATCH A6.2.8 2 STAIR NO. 2 STAIR NO. 3 STAIR NO. 1 8' - 1"2' - 7"27' - 2 1/4"19' - 4 1/2" 21' - 4" 1' - 4 1/4" 1' - 4 1/4" 20' - 10"37' - 0 1/4"19' - 2 1/2" 11' - 0 1/4"1' - 3 3/4"7' - 11 1/4" CLR. 7' - 2" CLR. 7' - 2"33' - 4 1/2"10' - 5"16' - 9"35' - 4"19' - 8"10' - 8 1/4" 9' - 1 1/4" 2' - 3 1/4" 1' - 3 3/4"11 1/2"11 1/4" 11" 1' - 8 1/2"1' - 3 3/4"ALIGN A A H PNN N A N H A A H P H H H A J H N K K H K K H K K K K K K K K K H K K K K KKK K K K H A A N N A J H H H H H A NN A H K H H NN A A A ED N H H N A E H K N H A A K K H H H H P H H H H A H H H N N NN N N N A K 1 3 4 A3.2.5 5 6 7 8 A3.2.6 1 2 3 4 ALIGN A3.2.6 7 A3.2.6 5 A3.2.6 6 A9.8.1 2 A9.8.1 2 A9.8.1 2 A9.8.1 1 A9.8.1 1 A9.8.1 2 SEE SHEET A5.1.2SEE SHEET A5.1.2 A9.8.1 1A9.8.1 1 1 A6.2.2 K N N 2' - 10"P PP3' - 6"P P 3' - 3" H P P 6' - 7 1/4"6' - 7 1/4"3'-6" x 3'-6" ROOF ACCESS HATCH ALIGNALIGN5' - 8" K 9' - 10 3/4"A1.1.0 4 WALL LEGEND 1 HOUR RATED PARTITION NON-RATED PARTITION GENERAL NOTES 1. FIRST FLOOR FINISH FLOOR IS 0'-0" = X.X' 2. DOOR FRAMES LOCATED NEAR ADJACENT WALLS OR CASEWORK TO BE 4" FROM INSIDE CORNER, OR TO NEAREST BLOCK MODULE AT CMU WALLS, U.N.O. 3. COORDINATE AND CONFIRM EXACT LOCATIONS OF ALL FLO OR MOUNTED OUTLETS PRIOR TO CONCRETE PLACEMENT, SEE ELECT. 4. FOR TYPICAL WALL FRAMING DETAILS, SEE SHEET AX 5. INTERIOR FINISH MATERIALS APPLIED TO WALLS AND CE ILINGS SHALL COMPLY WITH CBC SECTION 803 AND TABLE 803.11 XX WALL TYPES PER SHEET A9.0.1 FIRE EXTINGUISHER CABINET, DET. 7/A9.6.1 XXX DOOR TYPES, SEE SHT. A8.0.2 X WINDOW TYPES, SEE SHT. A8.0.2 w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. Little 2021c PROJECT MANAGER DESIGN TEAM PRINCIPAL IN CHARGE PROJECT TEAM REVISIONS PROJECT NAME SHEET TITLE PROJECT NO. SHEET NUMBER ISSUE FOR ISSUE DATE 1300 Dove Street, Suite 100 Newport Beach, CA. 92660 T: 949.698.1400 SEAL CONSULTANT CLIENT NAME PROJECT NAME CONTRACTOR 1/22/2022 4:00:10 PMC:\Users\farnaz.mahjoob\Documents\6121562700 Victory Baptist Church & School_Revit 2020_CENTRAL_farnaz.mahjoob.rvt6121562700 01/24/2022 A2.1.3 SECOND FLOOR PLAN VICTORY BAPTIST CHURCH & SCHOOL CUP AMENDMENT 227 N Magnolia Ave,Anaheim, CA. 92801VICTORY BAPTIST CHURCH & SCHOOLTA/CL TL/FM JT VICTORY BAPTIST CHURCH ERICKSON -HALL CONSTRUCTION 1/8" = 1'-0"A2.1.3 F1SECOND FLOOR PLAN N o r t h NO. REASON DATETECR HI TCIAL IF O NRDCENSELI OFSTATE C A A NO. C12955JAYR.T ITTL EREN. 11-30-23 03/14/2022 FEC UU FF TT O O LL CC MM QQ SS BB A6.1.11 A A 11 11 12 12 14 14 15 15 16 17 18 9 9 19 19 20 20 1 1 2 2 3 3 4 4 D D R1 S1 10 10 8 A6.1.2 2 A6.1.2 3 1 A6.2.1 1 A6.2.1 2 A6.2.1 2 A6.2.1 A6.1.2 1 A6.1.1 3 P R 5 6 7 N 13 E 31' - 0" 29' - 0" 31' - 0" 29' - 0" 29' - 0" 29' - 0" 29' - 0" 31' - 0" 28' - 0" 29' - 0" 29' - 0" 29' - 0" 19' - 0" 19' - 0" 21' - 0" 21' - 0" 2 A6.2.2 2 A6.2.2 25' - 6" 25' - 2" 25' - 7" 25' - 6" 17' - 0" 14' - 10" 14' - 10" 15' - 1" 1/2" / 12"1/2" / 12"1/2" / 12"1/4" / 12", MIN. TYP. 1/2" / 12" 3'-6" x 3'-6", TYP. 1/4" / 12", MIN. TYP. 1 /4 "/ft. m in .3 A6.2.2 3 A6.2.2 28' - 0" 26' -1"1/4"/ft.30' - 0" 29' - 0" 33' - 0" 28' - 3 1/4" 26' -4" 3/8"/ft. 1/4"/ft. min. K 1 A6.2.2 1 A6.2.2 AC11AC10 AC9 AC8 AC7 AC5 AC6 AC2 AC3 AC1 A C 4 A6.1.1 2 SEE SHEET A5.1.2 SEE SHEET A5.1.2 SEE SHEET A5.1.1 SEE SHEET A5.1.1 7.65 7.72 3'-6" x 3'-6", TYP. 7.65 7.72 7.54 7.54 7.54 TYP. TYP. TYP. 3'-6" x 3'-6", TYP. 7.72 7.65 7.54 7.65 7.72 TYP. 3'-6" x 3'-6", TYP. 7.28 7.28 7.28 7.28 27' - 4" A1.1.0 4 w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. Little 2021c PROJECT MANAGER DESIGN TEAM PRINCIPAL IN CHARGE PROJECT TEAM REVISIONS PROJECT NAME SHEET TITLE PROJECT NO. SHEET NUMBER ISSUE FOR ISSUE DATE 1300 Dove Street, Suite 100 Newport Beach, CA. 92660 T: 949.698.1400 SEAL CONSULTANT CLIENT NAME PROJECT NAME CONTRACTOR 1/22/2022 4:00:14 PMC:\Users\farnaz.mahjoob\Documents\6121562700 Victory Baptist Church & School_Revit 2020_CENTRAL_farnaz.mahjoob.rvt6121562700 01/24/2022 A5.1.0 ROOF REFERENCE PLAN VICTORY BAPTIST CHURCH & SCHOOL CUP AMENDMENT 227 N Magnolia Ave,Anaheim, CA. 92801VICTORY BAPTIST CHURCH & SCHOOLTA/CL TL/FM JT VICTORY BAPTIST CHURCH ERICKSON -HALL CONSTRUCTION 1" = 10'-0"A5.1.0 1ROOF REFERENCE PLAN N o r t h NO. REASON DATETECR HI TCIAL IF O NRDCENSELI OFSTATE C A A NO. C12955JAYR.T ITTL EREN. 11-30-23 03/14/2022 FEC FECFEC FEC FEC FEC FECFF LL CC MM BB A6.1.11 A A 11 11 12 12 14 14 15 15 16 17 18 9 19 20 20 D D A6.1.2 2 A6.1.2 3 1 A6.2.1 A6.1.2 1 5 N 13 E 2 A6.2.2 2 A6.2.2 3 A6.2.2 3 A6.2.2 K 1 A6.2.2 T.O. PARAPET 29' - 0" T.O. PARAPET 31' - 0" T.O. PARAPET 29' - 0" T.O. PARAPET 29' - 0" T.O. PARAPET 29' - 0" T.O. PARAPET 29' - 0" T.O. PARAPET 31' - 0" T.O. PARAPET 28' - 0" 25' - 7"25' - 7" 25' - 6"1/2" / 12"1/4" / 12", MIN. TYP. 1/2" / 12" 3'-6" x 3'-6" ROOF ACCESS HATCH WITH RAILING 1/4" / 12", MIN. TYP. 1 /4 "/ft. m in .T.O. ROOF 28' - 0" 26' -1"1/4"/ft.T.O. PARAPET 31' - 0" T.O. PARAPET 29' - 0" T.O. PARAPET 33' - 0" 28' - 3 1/2" 26' -4" 3/8"/ft. 1/4"/ft. min. AC12AC11 AC9 AC8 AC7 AC5 AC6 SEE SHEET A5.1.2 SEE SHEET A5.1.2 7.54 3/8"/ft. T.O. PARAPET 31' - 0" T.O. PARAPET 31' - 0" 31' - 0" 30' - 0"27' - 3" T.O. PARAPET 29' - 0"T.O. PARAPET 29' - 0" 7.65 AC10 HP2 HP1TYP.3' - 0"TYP.3' - 0"A1.1.0 4 LEGEND GENERAL NOTES 1. FOR TYPICAL ROOF PENETRATIONS, SEE DETAIL AREA OF WALKWAY PROTECTION PAD 7 A5.1.3 w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. Little 2021c PROJECT MANAGER DESIGN TEAM PRINCIPAL IN CHARGE PROJECT TEAM REVISIONS PROJECT NAME SHEET TITLE PROJECT NO. SHEET NUMBER ISSUE FOR ISSUE DATE 1300 Dove Street, Suite 100 Newport Beach, CA. 92660 T: 949.698.1400 SEAL CONSULTANT CLIENT NAME PROJECT NAME CONTRACTOR 1/22/2022 4:00:19 PMC:\Users\farnaz.mahjoob\Documents\6121562700 Victory Baptist Church & School_Revit 2020_CENTRAL_farnaz.mahjoob.rvt6121562700 01/24/2022 A5.1.1 PARTIAL ROOF PLAN - NORTH VICTORY BAPTIST CHURCH & SCHOOL CUP AMENDMENT 227 N Magnolia Ave,Anaheim, CA. 92801VICTORY BAPTIST CHURCH & SCHOOLTL FM JT VICTORY BAPTIST CHURCH ERICKSON -HALL CONSTRUCTION NO. REASON DATE 1/8" = 1'-0"A5.1.1 1PARTIAL ROOF PLAN - NORTH KEYNOTES 7.54 ROOF DRAIN 7.65 ROOF ACCESS HATCH - 07 72 00 TECR HI TCIAL IF O NRDCENSELI OFSTATE C A A NO. C12955JAYR.T ITTL EREN. 11-30-23 03/14/2022 UU TT OO MM QQ SS 17 9 9 19 19 20 20 1 1 2 2 3 3 4 4 R1 R1 S1 S1 10 10 8 8 1 A6.2.1 2 A6.2.1 2 A6.2.1 A6.1.1 3 P R 5 6 7 N 1 A6.2.2 A6.1.1 2 31' - 0"29' - 0" 29' - 0" 29' - 0" 19' - 0" 19' - 0" 21' - 0" 21' - 0" 25' - 2" 17' - 0" 14' - 10" 14' - 10" 15' - 1" 1/2" / 12" 30 x 26" (L) 33' - 0" 28' - 3 1/4" AC2 AC3 AC1 A C 4 SEE SHEET A5.1.1 SEE SHEET A5.1.1 7.54 7.55 A6.1.2 2 A6.1.11 30 x 26" (L) 30 x 26" (L)TYP.3' - 0"LEGEND GENERAL NOTES 1. FOR TYPICAL ROOF PENETRATIONS, SEE DETAIL AREA OF WALKWAY PROTECTION PAD 7 A5.1.3 w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. Little 2021c PROJECT MANAGER DESIGN TEAM PRINCIPAL IN CHARGE PROJECT TEAM REVISIONS PROJECT NAME SHEET TITLE PROJECT NO. SHEET NUMBER ISSUE FOR ISSUE DATE 1300 Dove Street, Suite 100 Newport Beach, CA. 92660 T: 949.698.1400 SEAL CONSULTANT CLIENT NAME PROJECT NAME CONTRACTOR 1/22/2022 4:00:24 PMC:\Users\farnaz.mahjoob\Documents\6121562700 Victory Baptist Church & School_Revit 2020_CENTRAL_farnaz.mahjoob.rvt6121562700 01/24/2022 A5.1.2 PARTIAL ROOF PLAN - SOUTH VICTORY BAPTIST CHURCH & SCHOOL CUP AMENDMENT 227 N Magnolia Ave,Anaheim, CA. 92801VICTORY BAPTIST CHURCH & SCHOOLTL FM JT VICTORY BAPTIST CHURCH ERICKSON -HALL CONSTRUCTION NO. REASON DATE 1/8" = 1'-0"A5.1.2 1PARTIAL ROOF PLAN - SOUTH KEYNOTE 7.54 ROOF DRAIN 7.55 ROOF OVERFLOW DRAIN TECR HI TCIAL IF O NRDCENSELI OFSTATE C A A NO. C12955JAYR.T ITTL EREN. 11-30-23 03/14/2022 T.O. SLAB 0" T.O. SLAB 0" U J FTOLGH CMIQS B AD LEVEL 2 - T.O. SLAB 13' - 0" PLAY AREA - T.O. PARAPET 21' - 0" SANCT. - T.O. PARAPET 29' - 0" SANCT. - T.O. PARAPET 29' - 0" T.O. PARAPET 31' - 0" T.O. HI. PARAPET 33' - 0" LEVEL 15 31' - 0" T.O. CANOPY 15' - 11" B.O. WINDOW 3' - 4" B.O. WINDOW 3' - 4" SECOND FLOOR - B.O. WINDOW 16' - 4" SECOND FLOOR - T.O. WINDOW 20' - 2" SECOND FLOOR - T.O. WINDOW 20' - 2" . 10' - 0" . 10' - 0" PR N E 2 A6.2.2 3 A6.2.2 K 4 A6.2.6 3' - 10"2' - 10"3' - 10"9.1039.1039.1039.1039.103 4.21 9.102 9.102 T.O. SLAB 0" T.O. SLAB 0" 1791920 123 SANCT. - T.O. PARAPET 29' - 0" SANCT. - T.O. PARAPET 29' - 0" T.O. PARAPET 31' - 0" T.O. PARAPET 31' - 0" B.O. WINDOW 3' - 4" B.O. WINDOW 3' - 4" SECOND FLOOR - T.O. WINDOW 20' - 2" SECOND FLOOR - T.O. WINDOW 20' - 2" 67 10' - 0" 11' - 0" 8' - 0" 1 A6.2.2 21' - 0"CHURCH STO 106 MEN 104 3RD SPACE 100 9.103 9.103 9.102 T.O. SLAB 0" T.O. SLAB 0" 11 12 14 15 17 18 9 19 201234 LEVEL 2 - T.O. SLAB 13' - 0" PLAY AREA - T.O. PARAPET 21' - 0" SANCT. - T.O. PARAPET 29' - 0" SANCT. - T.O. PARAPET 29' - 0" T.O. HI. PARAPET 33' - 0"LEVEL 15 31' - 0" SECOND FLOOR - B.O. WINDOW 16' - 4" SECOND FLOOR - B.O. WINDOW 16' - 4" T.O. WINDOW 7' - 2" T.O. WINDOW 7' - 2" . 10' - 0" . 10' - 0" 5 6 713 T.O. TRELLIS 15' - 0"10' - 10"10' - 2"10' - 0"20' - 2"29' - 0"9.103 9.1039.103 9.103 9.103 4.21 9.102 w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. Little 2021c PROJECT MANAGER DESIGN TEAM PRINCIPAL IN CHARGE PROJECT TEAM REVISIONS PROJECT NAME SHEET TITLE PROJECT NO. SHEET NUMBER ISSUE FOR ISSUE DATE 1300 Dove Street, Suite 100 Newport Beach, CA. 92660 T: 949.698.1400 SEAL CONSULTANT CLIENT NAME PROJECT NAME CONTRACTOR 1/22/2022 3:48:09 PMC:\Users\farnaz.mahjoob\Documents\6121562700 Victory Baptist Church & School_Revit 2020_CENTRAL_farnaz.mahjoob.rvt6121562700 01/21/2022 A6.1.1 EXTERIOR ELEVATIONS VICTORY BAPTIST CHURCH & SCHOOL CUP AMENDMENT 227 N Magnolia Ave,Anaheim, CA. 92801VICTORY BAPTIST CHURCH & SCHOOLTA/CL TL/FM TL VICTORY BAPTIST CHURCH ERICKSON -HALL CONSTRUCTION 1/8" = 1'-0"A6.1.1 1EXTERIOR ELEVATION - EAST 1/8" = 1'-0"A6.1.1 3EXTERIOR ELEVATION - SANCTUARY NORTH 1/8" = 1'-0"A6.1.1 2EXTERIOR ELEVATION - SOUTH GENERAL NOTES ALL EXTERIOR BUILDING SIGNAGES ARE SEPARATE SUBMITT AL. NO. REASON DATE KEYNOTES 4.21 PRE-CAST ROCK VENEER - 04 21 13 9.102 WOOD PLANK SIDING 9.103 ACRYLIC STUCCO CUP AMENDMENT 01/24/2022 TECR HI TCIAL IF O NRDCENSELI OFSTATE C A A NO. C12955JAYR.T ITTL EREN. 11-30-23 03/14/2022 T.O. SLAB 0" T.O. SLAB 0" 11 12 14 15 16 17 18 9 19 20123 3RD SPACE - T.O. PARAPET 19' - 0" SANCT. - T.O. PARAPET 29' - 0" T.O. PARAPET 31' - 0" T.O. PARAPET 31' - 0" T.O. HI. PARAPET 33' - 0" B.O. WINDOW 3' - 4" B.O. WINDOW 3' - 4" T.O. WINDOW 7' - 2" T.O. WINDOW 7' - 2" SECOND FLOOR - T.O. WINDOW 20' - 2"SECOND FLOOR - T.O. WINDOW 20' - 2" T.O. PARAPET 2 29' - 0" T.O. PARAPET 2 29' - 0" 513 T.O. TRELLIS 15' - 0" 1 A6.2.2 5 A6.2.6 9.103 9.103 T.O. SLAB 0" T.O. SLAB 0" 11121415161718919201234 LEVEL 2 - T.O. SLAB 13' - 0" LEVEL 2 - T.O. SLAB 13' - 0" T.O. PARAPET 31' - 0" T.O. HI. PARAPET 33' - 0" T.O. WINDOW 7' - 2" T.O. WINDOW 7' - 2" SECOND FLOOR - T.O. WINDOW 20' - 2" SECOND FLOOR - T.O. WINDOW 20' - 2" T.O. PARAPET 2 29' - 0" T.O. PARAPET 2 29' - 0" 5 13 1 A6.2.2 5 A6.2.6 9.103 9.103 9.103 9.103 9.103 T.O. SLAB 0" T.O. SLAB 0" UJFTOLGHCMIQSBAD LEVEL 2 - T.O. SLAB 13' - 0" PLAY AREA - T.O. PARAPET 21' - 0" SANCT. - T.O. PARAPET 29' - 0" T.O. PARAPET 31' - 0" T.O. PARAPET 31' - 0" T.O. HI. PARAPET 33' - 0" T.O. HI. PARAPET 33' - 0" T.O. CANOPY 15' - 11" B.O. WINDOW 3' - 4" SECOND FLOOR - T.O. WINDOW 20' - 2" P RNEK 9.103 9.103 9.103 9.103 9.103 9.103 w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. Little 2021c PROJECT MANAGER DESIGN TEAM PRINCIPAL IN CHARGE PROJECT TEAM REVISIONS PROJECT NAME SHEET TITLE PROJECT NO. SHEET NUMBER ISSUE FOR ISSUE DATE 1300 Dove Street, Suite 100 Newport Beach, CA. 92660 T: 949.698.1400 SEAL CONSULTANT CLIENT NAME PROJECT NAME CONTRACTOR 1/22/2022 3:51:59 PMC:\Users\farnaz.mahjoob\Documents\6121562700 Victory Baptist Church & School_Revit 2020_CENTRAL_farnaz.mahjoob.rvt6121562700 01/21/2022 A6.1.2 EXTERIOR ELEVATIONS VICTORY BAPTIST CHURCH & SCHOOL CUP AMENDMENT 227 N Magnolia Ave,Anaheim, CA. 92801VICTORY BAPTIST CHURCH & SCHOOLTA/CL TL/FM JT VICTORY BAPTIST CHURCH ERICKSON -HALL CONSTRUCTION 1/8" = 1'-0"A6.1.2 1EXTERIOR ELEVATION - SOUTH SCHOOL 1/8" = 1'-0"A6.1.2 3EXTERIOR ELEVATION - NORTH 1/8" = 1'-0"A6.1.2 2EXTERIOR ELEVATION - WEST GENERAL NOTES ALL EXTERIOR BUILDING SIGNAGES ARE SEPARATE SUBMITT AL. NO. REASON DATE KEYNOTES 9.103 ACRYLIC STUCCO CUP AMENDMENT 01/24/2022 TECR HI TCIAL IF O NRDCENSELI OFSTATE C A A NO. C12955JAYR.T ITTL EREN. 11-30-23 03/14/2022 T.O. SLAB 0" T.O. SLAB 0" U J FTOLGH CMIQS B AD LEVEL 2 - T.O. SLAB 13' - 0" PLAY AREA - T.O. PARAPET 21' - 0" SANCT. - T.O. PARAPET 29' - 0" SANCT. - T.O. PARAPET 29' - 0" T.O. PARAPET 31' - 0" T.O. HI. PARAPET 33' - 0" LEVEL 15 31' - 0" T.O. CANOPY 15' - 11" B.O. WINDOW 3' - 4" B.O. WINDOW 3' - 4" SECOND FLOOR - B.O. WINDOW 16' - 4" SECOND FLOOR - T.O. WINDOW 20' - 2" SECOND FLOOR - T.O. WINDOW 20' - 2" . 10' - 0" . 10' - 0" PR N E 2 A6.2.2 3 A6.2.2 K 4 A6.2.6 3' - 10"2' - 10"3' - 10"9.1039.1039.1039.1039.103 4.21 9.102 9.102 T.O. SLAB 0" T.O. SLAB 0" 1791920 123 SANCT. - T.O. PARAPET 29' - 0" SANCT. - T.O. PARAPET 29' - 0" T.O. PARAPET 31' - 0" T.O. PARAPET 31' - 0" B.O. WINDOW 3' - 4" B.O. WINDOW 3' - 4" SECOND FLOOR - T.O. WINDOW 20' - 2" SECOND FLOOR - T.O. WINDOW 20' - 2" 67 10' - 0" 11' - 0" 8' - 0" 1 A6.2.2 21' - 0"CHURCH STO 106 MEN 104 3RD SPACE 100 9.103 9.103 9.102 T.O. SLAB 0" T.O. SLAB 0" 11 12 14 15 17 18 9 19 201234 LEVEL 2 - T.O. SLAB 13' - 0" PLAY AREA - T.O. PARAPET 21' - 0" SANCT. - T.O. PARAPET 29' - 0" SANCT. - T.O. PARAPET 29' - 0" T.O. HI. PARAPET 33' - 0"LEVEL 15 31' - 0" SECOND FLOOR - B.O. WINDOW 16' - 4" SECOND FLOOR - B.O. WINDOW 16' - 4" T.O. WINDOW 7' - 2" T.O. WINDOW 7' - 2" . 10' - 0" . 10' - 0" 5 6 713 T.O. TRELLIS 15' - 0"10' - 10"10' - 2"10' - 0"20' - 2"29' - 0"9.103 9.1039.103 9.103 9.103 4.21 9.102 w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. Little 2021c PROJECT MANAGER DESIGN TEAM PRINCIPAL IN CHARGE PROJECT TEAM REVISIONS PROJECT NAME SHEET TITLE PROJECT NO. SHEET NUMBER ISSUE FOR ISSUE DATE 1300 Dove Street, Suite 100 Newport Beach, CA. 92660 T: 949.698.1400 SEAL CONSULTANT CLIENT NAME PROJECT NAME CONTRACTOR 1/22/2022 4:00:39 PMC:\Users\farnaz.mahjoob\Documents\6121562700 Victory Baptist Church & School_Revit 2020_CENTRAL_farnaz.mahjoob.rvt6121562700 01/24/2022 A6.1.1 EXTERIOR ELEVATIONS VICTORY BAPTIST CHURCH & SCHOOL CUP AMENDMENT 227 N Magnolia Ave,Anaheim, CA. 92801VICTORY BAPTIST CHURCH & SCHOOLTA/CL TL/FM TL VICTORY BAPTIST CHURCH ERICKSON -HALL CONSTRUCTION 1/8" = 1'-0"A6.1.1 1EXTERIOR ELEVATION - EAST 1/8" = 1'-0"A6.1.1 3EXTERIOR ELEVATION - SANCTUARY NORTH 1/8" = 1'-0"A6.1.1 2EXTERIOR ELEVATION - SOUTH GENERAL NOTES ALL EXTERIOR BUILDING SIGNAGES ARE SEPARATE SUBMITT AL. NO. REASON DATE KEYNOTES 4.21 PRE-CAST ROCK VENEER - 04 21 13 9.102 WOOD PLANK SIDING 9.103 ACRYLIC STUCCO TECR HI TCIAL IF O NRDCENSELI OFSTATE C A A NO. C12955JAYR.T ITTL EREN. 11-30-23 03/14/2022 T.O. SLAB 0" T.O. SLAB 0" 11 12 14 15 16 17 18 9 19 20123 3RD SPACE - T.O. PARAPET 19' - 0" SANCT. - T.O. PARAPET 29' - 0" T.O. PARAPET 31' - 0" T.O. PARAPET 31' - 0" T.O. HI. PARAPET 33' - 0" B.O. WINDOW 3' - 4" B.O. WINDOW 3' - 4" T.O. WINDOW 7' - 2" T.O. WINDOW 7' - 2" SECOND FLOOR - T.O. WINDOW 20' - 2"SECOND FLOOR - T.O. WINDOW 20' - 2" T.O. PARAPET 2 29' - 0" T.O. PARAPET 2 29' - 0" 513 T.O. TRELLIS 15' - 0" 1 A6.2.2 5 A6.2.6 9.103 9.103 T.O. SLAB 0" T.O. SLAB 0" 11121415161718919201234 LEVEL 2 - T.O. SLAB 13' - 0" LEVEL 2 - T.O. SLAB 13' - 0" T.O. PARAPET 31' - 0" T.O. HI. PARAPET 33' - 0" T.O. WINDOW 7' - 2" T.O. WINDOW 7' - 2" SECOND FLOOR - T.O. WINDOW 20' - 2" SECOND FLOOR - T.O. WINDOW 20' - 2" T.O. PARAPET 2 29' - 0" T.O. PARAPET 2 29' - 0" 5 13 1 A6.2.2 5 A6.2.6 9.103 9.103 9.103 9.103 9.103 T.O. SLAB 0" T.O. SLAB 0" UJFTOLGHCMIQSBAD LEVEL 2 - T.O. SLAB 13' - 0" PLAY AREA - T.O. PARAPET 21' - 0" SANCT. - T.O. PARAPET 29' - 0" T.O. PARAPET 31' - 0" T.O. PARAPET 31' - 0" T.O. HI. PARAPET 33' - 0" T.O. HI. PARAPET 33' - 0" T.O. CANOPY 15' - 11" B.O. WINDOW 3' - 4" SECOND FLOOR - T.O. WINDOW 20' - 2" P RNEK 9.103 9.103 9.103 9.103 9.103 9.103 w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. Little 2021c PROJECT MANAGER DESIGN TEAM PRINCIPAL IN CHARGE PROJECT TEAM REVISIONS PROJECT NAME SHEET TITLE PROJECT NO. SHEET NUMBER ISSUE FOR ISSUE DATE 1300 Dove Street, Suite 100 Newport Beach, CA. 92660 T: 949.698.1400 SEAL CONSULTANT CLIENT NAME PROJECT NAME CONTRACTOR 1/22/2022 4:00:42 PMC:\Users\farnaz.mahjoob\Documents\6121562700 Victory Baptist Church & School_Revit 2020_CENTRAL_farnaz.mahjoob.rvt6121562700 01/24/2022 A6.1.2 EXTERIOR ELEVATIONS VICTORY BAPTIST CHURCH & SCHOOL CUP AMENDMENT 227 N Magnolia Ave,Anaheim, CA. 92801VICTORY BAPTIST CHURCH & SCHOOLTA/CL TL/FM JT VICTORY BAPTIST CHURCH ERICKSON -HALL CONSTRUCTION 1/8" = 1'-0"A6.1.2 1EXTERIOR ELEVATION - SOUTH SCHOOL 1/8" = 1'-0"A6.1.2 3EXTERIOR ELEVATION - NORTH 1/8" = 1'-0"A6.1.2 2EXTERIOR ELEVATION - WEST GENERAL NOTES ALL EXTERIOR BUILDING SIGNAGES ARE SEPARATE SUBMITT AL. NO. REASON DATE KEYNOTES 9.103 ACRYLIC STUCCO TECR HI TCIAL IF O NRDCENSELI OFSTATE C A A NO. C12955JAYR.T ITTL EREN. 11-30-23 03/14/2022 FACPUP5' - 0" OUTDOOR GATHERING BLDG. EDGE BLDG. EDGEBLDG. EDGEBLDG. EDGE BLDG. EDGEBLDG. EDGE32.41 TYP.5' - 0"TYP.9' - 0"TYP.8' - 0"TYP.12' - 0"9' - 1 1/4"8' - 6"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0" 32.0432.04 A1.3.0 12 TYP. A1.3.0 9 TYP. A1.3.0 2 TYP. A1.3.1 2 A1.3.1 1 TYP. 32 x 24 A1.3.1 3 TYP. VS -3 VS -2 VS -2 VS -2 A1.3.0 12 TYP. A1.3.0 4 DS-2 1' - 2"6" 1' - 9" A1.3.1 4 TYP. 6" WIDE CONC. CURB 6 S502 7 S502 A1.1.0 4 18' - 0 3/4"8' - 8 1/2"2' - 11 1/2"20' - 2 1/2"2' - 1"10' - 11 3/4"10' - 11 3/4"1' - 0"1' - 0"11' - 0"11' - 0"BLDG. EDGEBLDG. EDGE BLDG. EDGE18' - 0"5' - 4" A1.3.0 7 A1.3.0 12 TYP. A1.3.0 3 DS -1 DS -2 A1.3.0 4 A1.3.0 13 A1.3.0 9 TYP. 7 S502 CLR.2' - 6"7' - 0"7' - 0" 3/4" Ø CANE BOLT, (1) PER GATE LEAF. SEE DETAIL A1.3.0 10 TRASH ENCLOSURE FRAMING PLAN. SEE DETAIL 2 S111 A1.3.0 3 DS-1 A1.3.1 3 TYP. A1.3.0 12 TYP. A1.3.0 9 TYP. A1.3.1 4 TYP.TYP.8' - 6"9' - 0"12' - 0"12' - 0"9' - 7 3/4"9' - 7 3/4"TYP.8' - 6"TYP.8' - 6"w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. Little 2021c PROJECT MANAGER DESIGN TEAM PRINCIPAL IN CHARGE PROJECT TEAM REVISIONS PROJECT NAME SHEET TITLE PROJECT NO. SHEET NUMBER ISSUE FOR ISSUE DATE 1300 Dove Street, Suite 100 Newport Beach, CA. 92660 T: 949.698.1400 SEAL CONSULTANT CLIENT NAME PROJECT NAME CONTRACTOR 1/22/2022 3:59:27 PMC:\Users\farnaz.mahjoob\Documents\6121562700 Victory Baptist Church & School_Revit 2020_CENTRAL_farnaz.mahjoob.rvt6121562700 01/24/2022 A1.1.0 ENLARGED SITE PLAN VICTORY BAPTIST CHURCH & SCHOOL CUP AMENDMENT 227 N Magnolia Ave,Anaheim, CA. 92801VICTORY BAPTIST CHURCH & SCHOOLTA/CL TL/FM JT VICTORY BAPTIST CHURCH ERICKSON -HALL CONSTRUCTION 1" = 10'-0"A1.1.0 1ACCESSIBLE PARKING PLAN - LOT A 1" = 10'-0"A1.1.0 3ENLARGED SITE PLAN - TRASH ENCLOSURE 1" = 10'-0"A1.1.0 2ENLARGED SITE PLAN - MAIN ENTRANCE w/ PICK UP & DROP -OFF AREA KEYNOTES 32.04 CONCRETE PAVING CP-____ - 32 13 13 32.41 MIRACLE PLAY SYSTEM - INFANTS/TODDLERS NO. REASON DATE 1/4" = 1'-0"A1.1.0 4EXTERIOR ELEVATION -TRASH ENCLOUSURE - NORTH 1" = 10'-0"A1.1.0 5ACCESSIBLE PARKING PLAN - LOT B TECR HI TCIAL IF O NRDCENSELI OFSTATE C A A NO. C12955JAYR.T ITTL EREN. 11-30-23 03/14/2022 FACPUP PROPERTY LINE GATE; FIRE DEPT. ACCESS GATE w/ KNOX BOX GATE; FIRE DEPT. ACCESS GATE w/ KNOX BOX GATE; FIRE DEPT. ACCESS GATE w/ KNOX BOXES ON BOTH SIDES 4'-0" CL FENCE; TYP. ALONG WALKWAYS & BETWEEN PLAYGROUND AREAS @ W EST TYP. PROPOSED NEW BUILDING PROPERTY LINE PROPERTY LINEPROPERTY LINE PROPERTY LINE PROPERTY LINEPROPERTY LINE 5' LANDSCAPE @ N, S, and W BOUNDARIES PROPERTY LINEPROPERTY LINEN MAGNOLIA AVE.EXIT ENTRY EXIT ENTRY F.H. F.H. 6' STEEL PICKET FENCE 6' STEEL PICKET FENCE PARKING LOT B6' CL FENCE @ PERIMETER UNLESS NOTED OTHERWISE GATE; FIRE DEPT. ACCESS GATE w/ KNOX BOX PARKING LOT AGATE w/ PANIC EXIT DEVICE; FENCING @ AREA BENEATH STAIR SS SS SS SS SS G1 G2 G3 G4 G5 G6 G7 G8 G9 G10 LEGEND 6'-0" HIGH STEEL PICKET FENCE & GATE W/ PICKETS @ 4'-0" ON CENTER (1 GATE) 6'-0" HIGH CHAIN LINK FENCE & GATE (3 GATES) 4'-0" HIGH CHAIN LINK FENCE & GATE (6 GATES) NO.SIZE TYPE ELEVATION DETAIL REMARKS 3'-0"x 6'-0"CHAINLINKG1 G2 G3 STEEL PICKET REMARKS 1. PROVIDE KNOX BOX. 2. PROVIDE PANIC HARDWARE. 3. PROVIDE LEVER HARDWARE. 4. 10" HIGH KICKPLATE AT BOTTOM, BOTH SIDES. HARDWARE SET G4 CHAINLINK 1, 4 G5 CHAINLINK G6 CHAINLINK G7 CHAINLINK G8 CHAINLINK G9 CHAINLINK 3'-0"x 6'-0" 3'-0"x 6'-0" 3'-0"x 6'-0" G10 CHAINLINK3'-0"x 4'-0" 3'-0"x 4'-0" 3'-0"x 4'-0" 3'-0"x 4'-0" 3'-0"x 4'-0" 3'-0"x 4'-0" 2, 3, 4 1, 2, 3, 4 1, 2, 3, 4 1, 2, 3, 4 2, 3, 4 2, 3, 4 2, 3, 4 2, 3, 4 2, 3, 4 5/A1.3.0 1/A1.3.2 7/A1.3.2 7/A1.3.2 7/A1.3.2 7/A1.3.2 7/A1.3.2 7/A1.3.2 15/A1.3.2 STEEL PICKET 1/A1.3.2 w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. Little 2021c PROJECT MANAGER DESIGN TEAM PRINCIPAL IN CHARGE PROJECT TEAM REVISIONS PROJECT NAME SHEET TITLE PROJECT NO. SHEET NUMBER ISSUE FOR ISSUE DATE 1300 Dove Street, Suite 100 Newport Beach, CA. 92660 T: 949.698.1400 SEAL CONSULTANT CLIENT NAME PROJECT NAME CONTRACTOR 1/22/2022 3:59:39 PMC:\Users\farnaz.mahjoob\Documents\6121562700 Victory Baptist Church & School_Revit 2020_CENTRAL_farnaz.mahjoob.rvt6121562700 01/24/2022 A1.2.1 FENCING PLAN VICTORY BAPTIST CHURCH & SCHOOL CUP AMENDMENT 227 N Magnolia Ave,Anaheim, CA. 92801VICTORY BAPTIST CHURCH & SCHOOLTA/CL TL/FM JT VICTORY BAPTIST CHURCH ERICKSON -HALL CONSTRUCTION 1" = 20'-0"A1.2.1 1FENCING PLAN N o r t h NO. REASON DATETECR HI TCIAL IF O NRDCENSELI OFSTATE C A A NO. C12955JAYR.T ITTL EREN. 11-30-23 03/14/2022 1' - 0" 1/2" RADIUS, TYP. PORCELAIN ENAMEL STEEL REFLECTORIZED SIGN (70 SQ. INCHES MIN.) PER 2016 CBC SECTION 11B -502.6.1 BLUE (COLOR #15090 PER FEDERAL STANDARD 595C) 2-1/2" SQ. X 3/16" GALV. STEEL SIGN POST. FOR FOOTING SEE DETAIL NOTES: 1. SIGN SHALL BE POSTED AT EACH ACCESSIBLE PARKING STA LL PER PLAN. 2. FOR TYPICAL ACCESSIBLE STALL SIGNAGE (VS -2), EXCLUDE "VAN ACCESSIBLE" TEXT. 3. "VAN ACCESSIBLE" SIGN (VS -3) SHALL BE DISPLAYED AT VAN ACCESSIBLE STALLS PER PLAN. 4. PROVIDE MECHANICAL MOUNTING W/ VANDAL -RESISTANT FASTENERS. COMPLY W/ TITLE 24 AND AMERICANS WITH DISABILITIES ACT (A.D.A.) REQUIREMEN TS. 5. CHARACTER PROPORTIONS SHALL BE PER CBC 11B -703.2.4. 6. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BA CKGROUND PER CBC 11B -703.5.1 (70%MIN.). 7. LETTERS, NUMBERS AND GRAPHICS ON SIGNS SHALL BE SAN S -SERIF UPPERCASE CHARACTERS.1' - 6"TEXT TO BE 1" HIGH MINIMUM VS -2 VAN ACCESSIBLE VS -3 THIS TEXT @ VS -3 ONLY 6' - 8" ABOVE FIN. GRADE MIN.A1.3.0 11 UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT: ANAHEIM P.D. OR BY TELEPHONING (714) 765-1900 +3'-6" @ LANDSCAPE+80 @ PARKING OR P.O.T.1/2" RADIUS, TYP. ALL CORNERS PORCELAIN ENAMEL STEEL SIGN w/ NON-GLARE FINISH. TEXT SHALL BE 1" MIN. HEIGHT AND SIGN SHALL BE NO LESS THAN 17" x 22" IN SIZE PER 2016 CBC 11B-502.8.1 & 11B-502.8.2 VERIFY LOCATION & TELEPHONE NUMBER WITH OWNER AND PRINT INTEGRAL TEXT AS REQUIRED PRIOR TO INSTALLATION 2 1/2" SQ. X 3/16" GALV. STEEL SIGN POST. 1' - 6" NOTES: 1. SIGN SHALL BE POSTED IN A CONSPICUOUS PLACE AT EAC H ENTRANCE TO THE OFF-STREET PARKING FACILITY. SEE SITE PLANS FOR LOCATIONS. 2. ALL TEXT SHALL BE A PERMANENT PART OF SIGN. 3. PROVIDE MECHANICAL MOUNTING W/ VANDAL-RESISTANT FASTENERS. COMPLY w/ TITLE 24 AND AMERICANS WITH DISABILITIES ACT (ADA) REQUIREMENTS. 4. CHARACTERS SHALL HAVE THE WIDTH OF THE UPPERCASE LE TTER "O" IS 60% MIN. AND 110% MAX. OF THE HEIGHT OF THE UPPERCASE LETTER "I", HEIGHT S HALL BE 5/8" MIN. AND 2" MAX. BASED ON THE HEIGHT OF THE UPPERCASE LETTER "I", AND THE STR OKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 15% MAX. OF THE HEIGHT OF THE C HARACTOR, PER CBC 11B -703.2.4, 11B -703.2.5 & 11B -703.2.6. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND PER CBC 11B -703.5.1. 5. LETTERS, NUMBERS AND GRAPHICS ON SIGNS SHALL BE SAN S -SERIF UPPERCASE CHARACTERS.2' - 5"VS -1 DESTINATION TEXT, 1" HIGH LETTERS -TEXT AND COLORS AS SELECTED BY ARCHITECT PORCELAIN ENAMEL STEEL SIGN 1/2" RADIUS, TYP. ALL CORNERS 2" x 2" GALV. STEEL BREAK -AWAY TYPE SIGN POST WHERE OCCURS. FOR FOOTING REFER TO DETAIL NOTES: 1. LOCATE SIGNS PER PLANS AND AS DIRECTED BY ARCHITECT 2. PROVIDE MECHANICAL MOUNTING W/ VANDAL RESISTANT FAS TENERS. COMPLY w/ TITLE 24 AND THE AMERICANS WITH DISABILITIES ACT (A.D.A.) REQUIREMEN TS. 3. ARROW CONFIGURATION 4. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH -TO -HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 AND 5. A STROKE WIDTH -TO -HEIGHT RATIO BETWEEN 1:5 AND 1:10 PER CBC 1117B.5.3. 6. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BA CKGROUND PER CBC 1117B.5.5. (70% MIN.) 7. LETTERS, NUMBERS AND GRAPHICS ON SIGNS SHALL BE SAN S -SERIF UPPERCASE CHARACTERS. 8. DOUBLE SIDED SIGNS ARE TO BE PLACED WHERE DEEMED AP PROPRIATE BY AN APPOINTED SUPERVISOR DIRECTIONAL ARROW AS INDICATED ON PLANS.5'-0" MAX. A.F.F. AT LANDSCAPE AREAS6'-8" MAX. A.F.F. AT PEDESTRIAN AREAS1' - 0"6"A:B: A1.3.0 11 DS -1 1' - 0" 1/2" RADIUS, TYP. PORCELAIN ENAMEL STEEL REFLECTORIZED SIGN (70 SQ. INCHES MIN.) PER CBC SECTION 11B -502.6.1 BLUE (COLOR #15090 PER FEDERAL STANDARD 595C) 2" x 2" GALV. STEEL BREAK -AWAY TYPE SIGN POST, "SIGN -MATE BY ALLSTATE SIGNS" OR EQ. FOR FOOTING REFER TO DETAIL NOTES: 1. LOCATE SIGNS PER PLANS AND AS DIRECTED BY ARCHITECT . 2. PROVIDE MECHANICAL MOUNTING W/ VANDAL -RESISTANT FASTENERS. COMPLY W/ TITLE 24 AND AMERICANS WITH DISABILITIES ACT (A.D.A.) REQUIREMEN TS. 3. CHARACTER PROPORTIONS SHALL BE PER 2016 CBC 11B -703.2.4. 4. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BA CKGROUND PER 2019 CBC 11B -703.5.1 (70%MIN.). 5. LETTERS, NUMBERS AND GRAPHICS ON SIGNS SHALL BE SAN S -SERIF UPPERCASE CHARACTERS.1' - 6"PROVIDE DIRECTION ARROW TOWARDS INTENDED DESTINATION PER PLANS -WHITE ON BLUE BACKGROUND A1.3.0 11 DS -26' - 8" ABOVE FIN. GRADE MIN.16 GA. GALV. STEEL KICK PLATE WELDED TO GATE FRAMES, FRONT AND BACK 1 3/4" GRID MESH, 6 GA. CHAIN LINK KNUCKLED SELVAGE FABRIC 1.9" Ø GALV. STEEL PIPE GATE FRAME BEYOND 1.9" Ø GALV. STEEL PIPE GATE FRAME 1.9" Ø GALV. STEEL PIPE GATE FRAME 1'-0"FINISH GRADE3"AC/ CONC. PAVING PER CIVIL 4'-0" @ CROSSWALKS, SEE SITE PLAN 8'-0" @ VAN ACCESSIBLE SPACES 5'-0" @STD. ACCESSIBLE SPACES 3' - 0 " 45.00° 4" TYP.4" TYP."NO PARKING" TO BE PAINTED ON THE GROUND WITHIN EACH ACCESS AISLE IN WHITE LETTERING AT 12" HIGH MIN. & VISIBLE TO TRAFFIC ENFORCEMENT OFFICIALS. 4" MIN. BLUE PAINTED BORDERLINE AROUND THE PERIMETER OF ACCESS AISLE, TYP. PER CBC 11B-502.3.3 & 11B-503.3.3 4" STRIPES WHITHIN THE BORDERLINE, MAX. 36" O.C. IN A COLOR CONTRASTING WITH THAT OF THE AISLE SURFACE, PREFERABLY BLUE OR WHITE, TYP. PER CBC 11B-502.3.3 & 11B-503.3.3 (BLUE ON CONC. & WHITE ON ASPHALT) A B D.25"3.125"1.375".45 .225 .225 .45 2.3" TO 2.4" 14 DOMES AT 1.7" O.C. 24.526"36" MIN14 DOMES AT 1.7" O.C..2"R.375".7"NOTE: 1. SEE SITE PLAN FOR SIZE OF DETECTABLE WARNING ARE AS 2. DO NOT INSTALL DIAGONALLY 3. THE COLOR OF THE DETECTABLE WARNING MUST BE YELLOW CONFORMING WITH FEDERAL COLOR NO. 33538 OF STAND ARD NO. 595B. 4. MAX SPACING OF DOMES ON RADIUS IS 2.35" - MITER P ANELS AS REQUIRED NOTE: FIELD LEVEL DOME COVERAGE = 41 POINTS PER SQUARE INCH 90° POINTS 0.045" HIGH .06" SOUND ATTENUATING PLATE BETWEEN EMBEDMENT FLANGES .1875" INTERNAL EMBEDMENT FLANGE (RIB) AT 3" O.C. 0.625" DIA. HOLE THROUGH EMBEDMENT FLANGES AT 8" O.C. PLAN -TYP. CAST -IN -PLACE DWS ENLARGED PLAN SECTION -CAST -IN -PLACE NTS NTS B - D CAST -IN -PLACE - (WET SET IN INITIAL CONCRETE POUR) NEW CONCRETE2.3" TO 2.4"10 EQUAL SPACES @ 0.17" 0.C.10 EQUAL SPACES AT 0.17" O.C. 2.3" TO 2.4".9".45".0938".0938".0938".0938".0625".85".4" 1.25".27"ACCESSIBLE CURB RAMP 1:10 SLOPE MAX. 1:10 SLOPE MAX. UP DETECTABLE WARNING SURFACE w/ TRUNCATED DOMES. SEE DETAIL 12/A1.3.0 6" WIDE CONC. CURB 6' - 0"6' - 0"6' - 0"45.00°45.00°3' - 0"3' - 0" 2-1/2" SQ. X 3/16" GALV. STEEL SIGN POST @ PARKING STALL, TO BE CENTERED ON PARKING STALL. USE 2" x 2" GALV. STEEL BREAK -AWAY TYPE SIGN POST FOR ACCESSIBLE DIRECTIONAL SIGNAGE. FINISH GRADE 1' -6" Ø CONCRETE FOOTING 2% MAX. IN PATH OF TRAVEL 3' - 0" FOOTING6' - 8" MIN. @ PATH OF TRAVELSEE DETAILS 2 TO 5/A1.0.14 -#4 VERT. W/ #3 TIES SPACED @ 8" o.c.+80" @ PARKING OR P.O.T.3' - 6" IN LANDSCAPE AREANOTES: 1. THIS DETAIL IS TO SHOW MINIMUM DIMENSIONS ONLY. SEE SITE PLANS FOR ACTUAL LOCATIONS. 2. SIGN TO BE POSTED IN A CONSPICUOUS PLACE AT EACH EN TRANCE TO THE OFF STREET PARKING FACILITY -SEE SITEPLAN FOR LOCATIONS. 3. SIGN SHALL COMPLY WITH 2019 CBC CHAPTER 11 DIVISION 7. 4. ALL INFORMATION TO BE PERMANENT PART OF FABRICATION OF SIGN.CLR.3"CLR. 3" CLR. 3" 1.9" Ø GALV. STEEL PIPE GATE FRAME 16 GA. GALV. STEEL KICK PLATE WELDED TO GATE FRAMES , FRONT AND BACK 10 GA. BENT STEEL STRAP WELDED TO GALV. STEEL GATE FRAME, (2) PER GATE LEAF 3/4" Ø GALV. STEEL CANE BOLT, (1) PER GATE LEAF 1.9" Ø GALV. STEEL PIPE GATE FRAME 1 1/4" Ø GALV. STEEL PIPE SLEEVE EMBEDDED IN PAVEME NT @ OPEN & CLOSED LEAF POSITIONS3"1" MIN.4" MIN.12" MAX.GALVANIZED STEEL FORK LATCH 2 1/2"2 1/2" NOTE: HOT -DIP GALVANIZE LATCH ASSEMBLY AFTER WELDING LEVERS T O LATCH 2 1/2" x 2 1/2" x 1/4"Ø LEVER - WELD TO LATCH EA. SIDE PROVIDE 3/8" Ø HOLE FOR PADLOCK 1.9" Ø GALV. STEEL GATE FRAME TURNBUCKLE AND 3/8" Ø DIAGONAL BRACE ROD AC PAVING PER CIVIL COMPACTED SUBGRADE PER CIVIL 1.9" Ø GALV. STEEL BOTTOM FENCE RAIL HEAVY DUTY METAL HINGES (2) SETS 1.66 " Ø GALV. STEEL PIPE MID- RAIL PER MFR. STRETCHER BAND, TYP. 1/4" x 3/4" GALVANIZED STEEL STRETCHER BAR 1" GRID MESH, 9 GA. CHAIN LINK KNUCKLED SELVAGE FABRIC GALV. STEEL POST CAP PER MFR.PER GATE SCHEDULE EQEQ1.66" Ø GALV. STEEL PIPE MID -RAIL PER MFR. STRETCHER BAND, TYP. 1" GRID MESH, 9 GA. CHAIN LINK KNUCKLED SELVAGE FABRIC 16" GA. GALV. STEEL KICK PLATE WELDED TO GATE FRAMES, FRONT AND BACK. 3/4" Ø CANE BOLT, (1) PER GATE LEAF. NOT APPLICABLE @ EGRESS GATES ALONG ACCESSIBLE PATH OF TRAVEL. SEE DETAIL SIM. 1.9" Ø GALV. STEEL PIPE GATE FRAME 2 3/8" Ø GALV. STEEL POST w/ CAP PER MFR. GALV. STEEL LOCKABLE U -LATCH 30"-44" AF.F. SEE DET.1'-0"3"CONCRETE FOOTING, TYP. SEE DETAIL 18" Ø 18" Ø GALV. STEEL POST PER MFR. ,TYP.POST EMBEDMENT3" MAX. TO END OF4' - 0" MIN.3 1/2" Ø GALV. STEEL GATE POST 6' - 0"6 A1.3.0 10 A1.3.2 10 A1.3.0 8 A1.3.0 NOTE: PROVIDE KNOCK -BOX PER SPECS. SEC. 05 50 00 FINISH GRADE 2 " SQUARE STEEL TUBE -PAINTED PAINTED METAL SIGN - INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN COLOR SHALL MATCH FEDERAL STANDARDS WHITE FIGURE ON BLUE BACKGROUNDPASSENGER LOADING ZONE NO PARKING 1/2" R, TYP. 7"6' - 8" @ P.O.T.10".FOOTING, SEE DET. A1.3.0 11 w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. Little 2021c PROJECT MANAGER DESIGN TEAM PRINCIPAL IN CHARGE PROJECT TEAM REVISIONS PROJECT NAME SHEET TITLE PROJECT NO. SHEET NUMBER ISSUE FOR ISSUE DATE 1300 Dove Street, Suite 100 Newport Beach, CA. 92660 T: 949.698.1400 SEAL CONSULTANT CLIENT NAME PROJECT NAME CONTRACTOR 1/22/2022 3:59:44 PMC:\Users\farnaz.mahjoob\Documents\6121562700 Victory Baptist Church & School_Revit 2020_CENTRAL_farnaz.mahjoob.rvt6121562700 01/24/2022 A1.3.0 SITE DETAILS VICTORY BAPTIST CHURCH & SCHOOL CUP AMENDMENT 227 N Magnolia Ave,Anaheim, CA. 92801VICTORY BAPTIST CHURCH & SCHOOLTA/CL TL/FM JT VICTORY BAPTIST CHURCH ERICKSON -HALL CONSTRUCTION 1 1/2" = 1'-0"A1.3.0 2 TYP. ACCESSIBLE PARKING STALL SIGNAGE 1 1/2" = 1'-0"A1.3.0 1 ACCESSIBLE PARKING ENTRANCE SIGNAGE 3" = 1'-0"A1.3.0 3 ACCESSIBLE ENTRANCE DIRECTIONAL SIGNAGE 1 1/2" = 1'-0"A1.3.0 4 ACCESIBLE ROUTE DIRECTIONAL SIGNAGE 3" = 1'-0"A1.3.0 6 CHAIN LINK GATE KICK PLATE 1/2" = 1'-0"A1.3.0 9 ACCESSIBLE PEDESTRIAN PATH 12" = 1'-0"A1.3.0 12 TRUNCATED DOMES 1/4" = 1'-0"A1.3.0 7 STANDARD CURB RAMP 1 1/2" = 1'-0"A1.3.0 11 SITE SIGNAGE POST FOOTING NO. REASON DATE 3" = 1'-0"A1.3.0 10 CANE BOLT ASSEMBLY 6" = 1'-0"A1.3.0 8 CHAINLINK GATE NON-GRASP LATCH 1/2" = 1'-0"A1.3.0 5 CHAIN LINK SINGLE FIRE GATE - G1 1 1/2" = 1'-0"A1.3.0 13 (E) PASSENGER DROP-OFF SIGN TECR HI TCIAL IF O NRDCENSELI OFSTATE C A A NO. C12955JAYR.T ITTL EREN. 11-30-23 03/14/2022 TYPICAL EVCS CONFIGURATION WHERE MORE THAN FIVE (5) BUT FEWER THAN TEN (10) EVCS ARE INSTALLED IN A SINGLE LOCATION WITH DUAL PORT EVC. 9' - 0" MIN PER CBC. PER MUNICIPAL CODE EQ EQ ALIGN.12"36"36" CROSS SLOPE AT ACCESSIBLE STALLS NOT TO EXCEED 2% PAINTED ISOA. REFER TO A1, B1 / A100. PAINTED ACCESSIBLE LOADING AREA SIM. TO E1 / A100 AT VAN ACCESSIBLE PARKING STALL LOADING AREA. VAN STALL= 12'- 0" 60" MIN. WHERE VAN STALL= 9'-0" 96" MIN. WHERE THIS PLAN INDICATES 2016 CBC DIMENSIONAL REQUIREMENTS. REFER TO CONSTRUCTION PLAN FOR PROJECT SPECIFIC REQUIREMENTS. 9'-0" OR 12'-0" PER CBC. PER MUNICIPAL CODE 114" STANDARD EVC STALL. STANDARD EVC STALL SIGNAGE. VAN ACCESSIBLE EVC STALL (REQUIRED IF ANY (1) EVCS ARE PROVIDED). VAN ACCESSIBLE EVC STALL SIGNAGE.CROSS SLOPE AT ACCESSIBLE STALLS NOT TO EXCEED 2%STANDARD EVC STALL. STANDARD EVC STALL SIGNAGE.ACCESSIBLE EVC STALL WITH NO PAINTED ISOA. (REQUIRED WHERE MORE THAN FIVE (5) EVCS ARE PROVIDED). ACCESSIBLE EVC STALL SIGNAGE.2016 CBC MIN. STALL LENGTH 18'-0"STALL LENGTH PER REQUIREMENTS OF MUNICIPAL CODE.ACCESSIBLE ACCESS POINT AWAY FROM OBSTRUCTION. STANDARD EVC STALL. STANDARD EVC STALL SIGNAGE.STANDARD DUAL EVC (ORIENTED TOWARD VEHICLES; NO REQUIREMENT FOR CLEARANCE OR APOT). ALIGN. STRIPING AND TEXT AT STANDARD EVCS TO BE GREEN. EQ EQ APOT TO EVC UNITS. NOTE: THIS DETAIL IS DIAGRAMMATIC AND TO BE USED FO R REFERENCE ONLY. THERE ARE NUMEROUS INSTANCES IN WHICH JURISDICTIONAL CODES SUPERCEDE THE CBC. THIS DETAIL IS INTENDED TO CONVEY ONLY THE INFORMATION SPECIFICALLY NOTED HEREIN. ADDITIONAL INFORMATION IS REQUIRED IN ORDER TO REVIEW AND TO CONSTRUCT THE EVCS AS DESIGNED. THIS IS NOT A CONSTRUCTION DETAIL, BUT A REFERENCE DETAIL, PROVIDED TO CLARIFY INFORMATION WHICH WOULD HAVE OVERCOMPLICATED OTHER DRAWINGS. 12"18"MOUNTING POST PER PLAN (MAY BE WALL MOUNTED AS ALTERNATE). REFLECTORIZED 0.80" THICK; 70 SQ. IN. MIN. ALUMINUM SIGN W/ GREEN LETTERING AND WHITE BACKGROUND. REFLECTORIZED 25 SQ. IN. MIN. (5" X 5") I.S.O.A. WITH WHITE BACKGROUND AND GREEN FOREGROUND.60" MINCLR.TYPICAL EVCS SIGN ACCESSIBLE EVCS SIGNVAN ACCESSIBLE EVCS SIGN18"12"8"MOUNTING POST PER PLAN (MAY BE WALL MOUNTED AS ALTERNATE). REFLECTORIZED 0.80" THICK; 70 SQ. IN. MIN. ALUMINUM SIGN W/ GREEN LETTERING AND WHITE BACKGROUND. REFLECTORIZED 0.80" THICK; 28 SQ. IN. ALUMINUM SIGN W/ GREEN LETTERING AND WHITE BACKGROUND. REFLECTORIZED 25 SQ. IN. MIN. (5" X 5") I.S.O.A. WITH GREEN BACKGROUND AND WHITE FOREGROUND.60" MINCLR.9"9" 12"18"MOUNTING POST PER PLAN (MAY BE WALL MOUNTED AS ALTERNATE). REFLECTORIZED 0.80" THICK; 70 SQ. IN. MIN. ALUMINUM SIGN W/ GREEN LETTERING AND WHITE BACKGROUND. REFLECTORIZED 25 SQ. IN. MIN. (5" X 5") I.S.O.A. WITH WHITE BACKGROUND AND GREEN FOREGROUND.60" MINCLR.9"9"7"1"NOTE: MARKINGS THAT EXCEED THE MINIMUM DIMENSIONS SHALL S CALE THE FIGURE PROPORTIONALLY WITH THE BACKGROUND. FIGURE COLOR TO BE WHITE BACKGROUND COLOR TO APPROXIMATE FS 15090 BLUE IN FEDERAL STANDARD 595C MIN. 3' - 0"MIN.3' - 0"ELEVATION SECTION (2) #5 REINFORCING BARS -FULL LENGTH OF WHEELSTOP 1/2" DIA X 18" STEEL DOWEL 1/2" DIA. X 18" STEEL DOWEL PAVING 8" 4' - 0" PRE -CAST REINF. CONC. WHEELSTOP PAVING 8"4"2"2"2"2 127/256" 6 127/256"6"SEALANT w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. Little 2021c PROJECT MANAGER DESIGN TEAM PRINCIPAL IN CHARGE PROJECT TEAM REVISIONS PROJECT NAME SHEET TITLE PROJECT NO. SHEET NUMBER ISSUE FOR ISSUE DATE 1300 Dove Street, Suite 100 Newport Beach, CA. 92660 T: 949.698.1400 SEAL CONSULTANT CLIENT NAME PROJECT NAME CONTRACTOR 1/22/2022 3:59:47 PMC:\Users\farnaz.mahjoob\Documents\6121562700 Victory Baptist Church & School_Revit 2020_CENTRAL_farnaz.mahjoob.rvt6121562700 01/24/2022 A1.3.1 SITE DETAILS VICTORY BAPTIST CHURCH & SCHOOL CUP AMENDMENT 227 N Magnolia Ave,Anaheim, CA. 92801VICTORY BAPTIST CHURCH & SCHOOLAuthor Checker Designer VICTORY BAPTIST CHURCH ERICKSON -HALL CONSTRUCTION 1/4" = 1'-0"A1.3.1 1ELECTRIC VEHICLE CHARGING STALLS 3" = 1'-0"A1.3.1 2EV CHARGING STALL SIGNAGE DETAILS NO. REASON DATE 1" = 1'-0"A1.3.1 4ACC. PARKING STALL SYM. - 2019 CBC (DSA DET. #11B-50 2.6.4-2) 1 1/2" = 1'-0"A1.3.1 3(N) WHEEL STOP TECR HI TCIAL IF O NRDCENSELI OFSTATE C A A NO. C12955JAYR.T ITTL EREN. 11-30-23 PROJECT MANAGER DESIGN TEAM PRINCIPAL IN CHARGE TA/CL TL/FM JT 03/14/2022 C.J. C.J.C.J.C.J.1 2 3 8 9 10 19 19 20 20 11 12 14 15 U T S R O M L J I H F D C B ABFC-7A (SRE)BFC-7A (SRE)BFC-7C (SRE)BFC-7A (SRE)SC-6EBFC-7B (SRE)BFC-7A (SRE)SC-6CSC-6EBFC-7C (SRE)BFC-7A (SRE)SC-6CSC-6ASC-6FSC-6ABFC-8A(SRE)BFC-8A(SRE)SC-6ASC-6BBFC-7D(SRE)SC-6DSC-6ESC-6ASC-6ASC-6ASC-6ASC-6BBFC-7D(SRE)MFC-12A (SRE)MFC-12A (SRE)MFC-12A (SRE)SC-6BSC-6BSC-6BMFC-12A (SRE)MFC-12A (SRE)MFC-12A (SRE)SC-6CSC-6ASC-6BBFC-8B (SRE)BFC-8B (SRE)SC-6BSC-6ABFC-8B (SRE)BFC-8B (SRE)BFC-8B (SRE)BFC-8B (SRE)BFC-9A (SRE)BFC-9A (SRE)181716 5" THICK CONCRETE SLAB OVER 4" FREE DRAINING GRAVEL WITH #3 BARS AT 18" O.C. EACH WAY TOP OF SLAB 100'-0" 21' - 3 1/2"12' - 5 11/16"24' - 6 5/8"29' - 6 11/16"26' - 10 3/4"13' - 5 3/4"10' - 7 1/4"6' - 11 11/16"11' - 1 3/8"6' - 5 7/16"25' - 11 1/4"6' - 1 11/16"27' - 11 9/16"16' - 4 11/16"11' - 7 9/16"6' - 11 1/2"4' - 7"2' - 6"14' - 9 7/8"4' - 10 3/8"6' - 6 5/16"1' - 11 7/16"4' - 11"18' - 7 1/16"4' - 6 7/16"18' - 11 9/16"12' - 3 7/16"15' - 3 1/2"9' - 2"5" THICK CONCRETE SLAB OVER 4" FREE DRAINING GRAVEL WITH #3 BARS AT 18" O.C. EACH WAY TOP OF SLAB 100'-0" CONTROL JOINTS, COORDINATE LOCATION WITH ARCH -TYP 5 S501 _____ 99' -4" FS8.5 97' -4" FS7.0 99' -4" FS8.5 96' -6" FS5.5 99' -4" FS7.0 99' -0" FS4.0 99' -4" FS7.5 99' -4" FS8.5 99' -0" FS6.0 99' -0" FS6.0 99' -4" FS5.5 99' -4" FS4.0 99' -4" FS4.0 99' -0" FS4.5 99' -0" FS4.0 99' -0" FS4.0 99' -0" FS5.0 99' -0" FS6.5 99' -0" FS4.0 99' -0" FS3.0 99' -0" FC10.5 98' -0"FC10.5BF-4 S203 BF-3S203BF-2S20399' -4" FS8.5 99' -4" FS8.5SC-6FSC-6FBF-5S203BF-6 S204 BF-1 S203 BF-7S204BF-8 S204BF-9S204BF-10 S204 BF-11S2045' - 6"5' - 6"5' - 6"5' - 6" TOP OF FOOTING = 94'-0" 3 S502 _____ 4 S502 _____ CW-8A TYP (4) SIDES 1 S502 _____TYP 1 S502 _____ TYP 9 S501 _____ TYP 8 S501 _____ 100' -0" FTS2.0 100' -0" FTS2.0 8 S501 _____ 1 S502 _____ 5 S502 _____ TYP 5 S502 _____TYP 1 S502 _____ 5 S502 _____ 5 S502 _____ 1 S502 _____ TYP 4 S501 TYPCP-30BTYP10"CP-30ACP-30ACP-38ACP-38BCP-48ATYP9 1/2"CP-30ACP-30ACP-30ACP-30ATYP 10 1/4"CP-30ATYP1' - 0"CP-30ACP-48ATYP 10"CP-48ACP-30ACP-30ATYP 9 3/4"CP-48ACP-48AT.O.P. = 99'-0", BLOCKOUT TOP OF FOUNDATION WALL, POUR SOLID AFTER BRACED FRAME IS INSTALLED, TYPICAL AT BRACED FRAME COLUMNS CP-48ACP-48ATYP 10" 13 N R1 S1 5 5 6 7 E P Q 3 S201 _____TYP AT MOMENT FRAME 3 S201 _____TYP AT MOMENT FRAME 97' -0" FS9.0 97' -0" FS9.0 97' -0" FS9.0 97' -0" FS9.0 97' -6" FS8.0 97' -6" FS8.0 97' -0" FS11.5 97' -0" FS11.5 97' -0" FS11.5 97' -0" FS13.0 97' -0" FS13.0 97' -0" FS9.0 97' -0" FS9.0 BFC-8A (SRE)BFC-8A (SRE)97' -0" FS9.0 97' -0" FS9.0 97' -0" FS9.0 97' -0" FS9.0 97' -0" FS9.0 CP-16A97' -0" FS13.0 97' -0" FS13.0 95' -0" FS11.5 95' -0" FS11.56 1/2"CGB-26DCGB-26CCGB-26BCGB-26BCGB-26CCGB-26CCGB-26BCGB-26BCGB-26B CGB-26BCGB-26BCGB-26ACGB-26ACGB-26C CGB-26B CGB-26BCGB-26BCGB-26B 10 IN EXTERIOR STUDWALL TYPICAL AT SANCTUARY, SEE SHEET S301 10 IN EXTERIOR STUDWALL TYPICAL AT SANCTUARY, SEE SHEET S301 10 IN EXTERIOR STUDWALL TYPICAL AT SANCTUARY, SEE SHEET S301SC-4ASC-4ASC-4A99' -0" FS3.0 99' -0" FS3.0 MC12X14.3 99' -0"FC2.0SC-4BSC-4BSC-4ASC-4A98' -0" FS3.5 98' -0" FS3.5 8" CONCRETE WALLBFC-7A (SRE)CP-30AG K1' - 6"4 4 22' - 10 1/16"22' - 10"22' - 7 1/2"2' - 5 1/2"18' - 11 15/16"17' - 11 13/16"15' - 3 1/2"11' - 1 3/8"6' - 5 7/16" 97' -0" FS9.0 6 S501 _____ 2 S502 _____ TYP 99' -0" FS3.0 98' -0"FC4.01' - 0" TYPCP-48A5 S502 _____CP-16A1' - 9"12 S501 _____ 1 S502 _____ 5 S502 _____ 5 S502 _____ 5 S502 _____WP-8AWP-8A98' -0" FS4.0 WP-8AWP-8A98' -0" FS4.0 8 S502 _____ REINFORCE TOP AND BOTT. OF FOOTING CONCRETE PIER, SEE DETAIL REINFORCE TOP AND BOTT. OF FOOTING CONCRETE PIER, SEE DETAIL 8 S502 _____ 5 S502 _____10" TYP10" TYPCP-48AT.O.F. = 97'-6" TYP AT ENCLOSURE 6 S502 _____ 7 S502 _____ FOOTING AND FOUNDATION PLAN NOTES 1. COORDINATE LOCATION OF DEPRESSED SLABS, SLOPED SLABS, AND FLOOR DRAINS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 2. SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR EXTERIOR CONCRETE WORK AT DOORS, SIDEWALKS, ETC. 3. SEE ARCHITECTURAL DRAWINGS FOR CONTROL JOINT LOCATIONS. 4. SEE "EARTHWORK" NOTES ON SHEET S001 AND DETAIL 11/S501 FOR MINIMUM FILL REQUIRED BENEATH FOOTINGS. 5. ALL SPOT FOOTINGS SHALL BE CENTERED UNDER COLUMNS (UNO). 6. SEE DETAILS 1/S501 & 2/S501 FOR CONDITION WHERE BURIED PIPES RUN PARALLEL AND PERPENDICULAR TO FOOTINGS. 7. SEE DETAILS 5/S501 AND 6/S501 FOR TYPICAL CONTROL/CONSTRUCTION JOINTS IN CONCRETE SLAB ON GRADE. 8. SEE DETAIL 7/S501 FOR SLAB REINFORCING WHERE CONTROL JOINTS ARE DISCONTINUOUS. 9. SEE DETAIL 10/S501 FOR ANCHORAGE OF HOUSEKEEPING PADS. 10. SEE DETAIL 4/S502 FOR CANTILEVERED MASONRY WALL DETAIL AND SCHEDULE AT MASONRY SITE ENCLOSURES. SEE ARCHITECTURAL DRWAINGS FOR ENCLOSURE LOCATIONS. 11. SEE SHEET S301 FOR EXTERIOR METAL STUDS. 12. ALL FOUNDATION EXCAVATIONS MUST BE OBSERVED AND APPROVED BY THE PROJECT GEOTECHNICAL CONSULTANT PRIOR TO POURING OF CONCRETE. 13. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS TO ALL STEEL COLUMNS. INDICATES MOMENT FRAME COLUMN. SEE SCHEDULE ON SHEET S201MFC-x SECTION MARK . SHEET NUMBER INDICATES CONCRETE WALL. DASHED WALLS STOP AT DECK INDICATES CONCRETE FOUNDATION WALL TYPE, SEE SCHEDULE ON SHEET S601CW-x INDICATES CONTINUOUS FOOTING. SEE SCHEDULE ON SHEET S601FCx.x INDICATES SPOT FOOTING. SEE SCHEDULE ON SHEET S601FSx.x INDICATES BRACED FRAME COLUMN. SEE ELEVATIONS ON SHEETS S203 & S204BFC-x MARKS AND SYMBOLS LEGEND FOOTING DESIGNATION TOP OF FOOTING ELEVATION INDICATES SEISMIC RESISTING ELEMENT, SEE ELEVATIONS AND DETAILS AND FOLLOW ADDITIONAL SPECIAL INSPECTIONS. (SRE) INDICATES THICKENED SLAB FOOTING. SEE SCHEDULE ON SHEET S601FTSx.x INDICATES X BRACE FRAME, SEE SHEETS S203 & S204 INDICATES STEEL COLUMN, SEE SCHEDULE ON SHEET S602SC-x SS INDICATES FOOTING STEP, SEE DETAIL 3/S501 INDICATES DEPRESSED SLAB, SEE ARCHITECTURAL PLANS AND DETAIL 6/S501 INDICATES CONCRETE PIER. SEE SCHEDULE ON SHEET S601CP-x INDICATES CONCRETE GRADE BEAM. SEE SCHEDULE ON SHEET S601CGB-x INDICATES WOOD POST. SEE SCHEDULE ON SHEET S602WP-x 6" MASONRY WALL, TYP. SEE ARCH DRAWINGST.O.F. = 97'-6" TYP AT ENCLOSURE 6 S502 _____ 7 S502 _____ FS8x6 97' -6" FS8x6 97' -6"CP-30CWP-14ACP-30CWP-14A1' - 6"STRUCTURALBHB w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. Little 2021c PROJECT MANAGER DRAWN BY PRINCIPAL IN CHARGE PROJECT TEAM REVISIONS PROJECT NAME SHEET TITLE PROJECT NO. SHEET NUMBER ISSUE FOR ISSUE DATE 1300 Dove Street, Suite 100 Newport Beach, CA. 92660 T: 949.698.1400 SEAL CONSULTANT CLIENT NAME PROJECT NAME CONTRACTOR 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 1/13/2022 2:52:40 PMBIM 360://200416 - Victory Baptist Church/201131_S-MODL(2020)_BHB360.rvt201131 1/13/2022 S101 FOOTING AND FOUNDATION PLAN VICTORY BAPTIST CHURCH & SCHOOL 100% CONSTRUCTION DOCUMENT 227 N Magnolia AveAnaheim, CA. 92801VICTORY BAPTIST CHURCH & SCHOOLJS CB SP VICTORY BAPTIST CHURCH ERICKSON-HALL CONSTRUCTION 0"16'-0"32'-0"8'-0"1" = 10'-0" [BF-1/S203] FOOTING AND FOUNDATION PLAN 1 NORTH1" = 10'-0" [BF-1/S203] 2 TRASH ENCLOSURE FLOOR FOOTING AND FOUNDATION PLAN NO. REASON DATE 20 1/13/202220 TECR HI TCIAL IF O NRDCENSELI OFSTATE C A A NO. C12955JAYR.T ITTL EREN. 11-30-23 1/13/202220 CUP AMENDMENT 01/24/202203/14/2022 ELEV STAIR OPENING STAIR OPENING MECH MECH MECH 8x8 DFL #2 AT 3' -3" O.C.MAXBF-4 S203 BF-3S203BF-2S203ABVSC-6GABVSC-6GBF-5S203BF-6 S204 BF-1 S203 BF-7S204BF-8 S204BF-9S204BF-10 S204 BF-11S204ABVSC-6HBF-4 S203 BF-3S203BF-2S203BF-5S203BF-6 S204 BF-1 S203 BF-7S204BF-8 S204BF-9S204BF-10 S204 BF-11S2041. VERIFY ALL FLOOR OPENINGS FOR MECHANICAL SHAFTS, STAIRS, ETC. WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 2. SEE DETAILS 1/S511 AND 3/S511 FOR FRAMING AROUND ALL OPENINGS. 3. COORDINATE SIZE AND LOCATION OF ALL MECHANICAL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 4. UNLESS NOTED OTHERWISE, ALL EXTERIOR STUDWALLS SHALL USE 6" STUDS PER DETAIL 2/S301. 5. SEE DETAIL 4/S502 FOR CANTILEVERED MASONRY WALL DETAIL AND SCHEDULE AT MASONRY SITE ENCLOSURES. SEE ARCHITECTURAL DRWAINGS FOR ENCLOSURE LOCATIONS. 6. SEE DETAILS FOR TYPICAL COMPOSITE STEEL BEAM DETAIL AND CONSTRUCTION JOINT IN CONCRETE OVER STEEL DECK INFORMATION. 7. PROVIDE DECK BEARING ANGLES AROUND STEEL COLUMNS PER DETAIL 4/S501. 8. SEE SHEET S301 FOR EXTERIOR METAL STUDS. 9. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS TO ALL STEEL COLUMNS. FLOOR FRAMING PLAN NOTES INDICATES MOMENT FRAME COLUMN. SEE SCHEDULE ON SHEET S201MFC-x SECTION MARK . SHEET NUMBER INDICATES CONCRETE OVER METAL FLOOR DECK. SEE GENERAL STRUCTURAL NOTES ON SHEET(S) INDICATES MOMENT CONNECTION, SEE DETAILS INDICATES STEEL COLUMN, SEE SCHEDULE ON SHEET S602SC-x MARKS AND SYMBOLS LEGEND INDICATES SEISMIC RESISTING ELEMENT, SEE ELEVATIONS AND DETAILS AND FOLLOW ADDITIONAL SPECIAL INSPECTIONS. (SRE) INDICATES BRACED FRAME COLUMN. SEE ELEVATIONS ON SHEETS S203 & S204BFC-x INDICATES COMPOSITE STEEL BEAM, SEE GENERAL STRUCTURAL NOTES ON SHEET(S) S602 W_x_ INDICATES NUMBER OF HEADED STUD ANCHORS FOR SECTION OF COMPOSITE STEEL BEAM. SEE GENERAL STRUCTURAL NOTES ON SHEET(S) S002 (x) INDICATES REQUIRED PRE-CAMBER AT MID-SPAN OF STEEL BEAMSc=x" INDICATES X BRACE FRAME, SEE SHEETS S203 & S204 W# INDICATES FIELD WELDING REQUIRED AT SHEAR TAB CONNECTION. ARROWS INDICATE DIRECTION OF CONNECTION, SEE SCHEDULES ON SHEET(S) S602 INDICATES STEEL ANGLE BRACE KICKER AT AXIALLY LOADED (SRE) BEAM. SEE DETAIL 1/S512 INDICATES WOOD POST. SEE SCHEDULE ON SHEET S602WP-x 1 2 3 8 9 10 19 2011121415 U T S R O M L J I H F D C B ABFC-7A(SRE)BFC-7A (SRE)BFC-7C (SRE)BFC-7A(SRE)SC-6EBFC-7B (SRE)BFC-7A (SRE)SC-6CSC-6EBFC-7C (SRE)SC-6ABFC-8A (SRE)BFC-8A (SRE)SC-6ASC-6DSC-6ESC-6BBFC-7D (SRE)SC-6FBFC-7A (SRE)BFC-8A (SRE)BFC-8A (SRE)SC-6CSC-6ASC-6ASC-6ASC-6BSC-6ASC-6ABFC-8B (SRE)BFC-8B (SRE)BFC-8B (SRE)BFC-9A (SRE)BFC-8B(SRE)BFC-9A(SRE)SC-6CSC-6ASC-6ASC-6BBFC-8B (SRE)BFC-8B (SRE)SC-6BSC-6BSC-6BSC-6BBFC-7D (SRE)MFC-12A (SRE)MFC-12A (SRE)MFC-12A (SRE)MFC-12A (SRE)MFC-12A (SRE)MFC-12A (SRE)181716 W21X50 (SRE) (29)W18X50 (SRE) (33)W21X50 (SRE) (12)W24X94 (SRE) (21)W18X65 (28) c= 1.125"W24X76 (SRE) (36)W18X60 (27) c= 1.0"W24X103 (SRE) (36)W18X35 (SRE) (23)W21X50 (SRE) (18)W24X62 (SRE) (28)W21X55 (SRE) (25)W21X55 (SRE) (21)W21X55 (SRE) (12)W18X46 (SRE) (25)W18X46 (SRE)W16X26W18X46 W16X26 W18X35 (SRE)W24X68 (SRE) (18)W16X26 W18X50 (SRE)W18X35 (SRE)W21X55 (SRE) (23)W21X55 (SRE) (23)W18X46 (SRE) (23) W18X46 (SRE) (23)W18X65 (SRE) (23) W16X26 (17)W16X26 (21) c= 1.00" W16X26 (23) W16X26 (11) c= 0.625" W16X31 (29) c= 1.00" W16X31 (29) c= 1.00" W16X26 (11) c= 0.625"W16X31 (25) c= 0.875" W16X26 (15) c= 0.75"W16X36 (25) c= 0.875" W16X26 (15) c= 0.75"W16X36 (25) c= 0.875"W18X86 c= 0.75"W24X117W18X76 c= 0.75"W24X104 (SRE)W16X26 (9)W24X84 (33)W18X46 (21) c= 0.75"W18X60 (28) c= 1.25"W18X40 (21) c= 0.75"W18X60 (21) c= 1.25"W18X50 (24) c= 1.0"W16X26 (9) W16X26 (9) W16X26 (9) W16X26 (9)W16X26 (9) W16X26 (9) W16X26 (9)W10X22 (SRE)W16X26 W16X26 (9) W16X26 (9) W16X26 (9) W16X26 (13) c= 0.75"W16X36 (19) c= 0.875" W16X31 (19) c= 0.875" W12X22 W12X22W12X22 (10) W12X22 (10)W12X22W12X22 W16X26 (9) W16X26 (15) W16X26 (15)W16X31 (13) c= 0.75"W16X26 (9) W16X26 (9)W16X26 (23)W16X31 (17) c= 0.875" W16X26 (9)W16X26 (11) c= 0.625"W16X31 (17) c= 1.00" W16X26 (9)W16X26 (11) c= 0.625"W16X31 (17) c= 1.00" W16X26 (15)W16X26 (15) W16X26 (9)W16X26 (9) W12X19 21' - 3 1/2"12' - 5 11/16"24' - 6 5/8"29' - 6 11/16"26' - 10 3/4"13' - 5 3/4"10' - 7 1/4"6' - 11 11/16"11' - 1 3/8"6' - 5 7/16"25' - 11 1/4"6' - 1 11/16"27' - 11 9/16"16' - 4 11/16"11' - 7 9/16"6' - 11 1/2"4' - 7"2' - 6"19' - 8 1/4"6' - 6 5/16"6' - 10 3/8"18' - 7 1/16"23' - 6"12' - 3 7/16"15' - 3 1/2"9' - 2"BF-4 S203 BF-3S203BF-2S2038' - 7 1/4"8' - 8"6' - 8 1/2"10' - 6 3/4"4' - 7"10' - 6"3' - 10"2 1/2"10' - 1"8' - 1"9' - 3"BF-5S203BF-6 S204 BF-1 S203 BF-7S204BF-8 S204BF-9S204BF-10 S204 BF-11S204W10X22 (SRE)W1 7 S511 _____ TYP W1W17 S511 _____ TYP W1W1W1W1 W1 W1 W1 5 S511 _____ TYP 7 S511 _____TYP 7 S511 _____W12X222 S512 _____W1W1W1W1W1 7 S511 _____ TYP W1W1W16 S511 _____ TYP 7 S511 _____ TYP 9 S511 _____9 S511 _____2' - 11"13 N 5 6 7 E P QW16X261 S401 3 S401 2 S401 22' - 10 1/16"22' - 10"77' - 4 5/16"11' - 1 3/8"6' - 5 7/16" 10 IN EXTERIOR STUDWALL TYPICAL AT SANCTUARY, SEE SHEET S301 10 IN EXTERIOR STUDWALL TYPICAL AT SANCTUARY, SEE SHEET S301 10 IN EXTERIOR STUDWALL TYPICAL AT SANCTUARY, SEE SHEET S301 10 IN EXTERIOR STUDWALL TYPICAL AT SANCTUARY, SEE DETAIL 2/S301W16X26BFC-7A (SRE)G 6' - 7 1/2" 4' - 0 1/2"8' - 5 1/2"4' - 10 3/8"W10X19 (8)8' - 0"W10X19 (8)W12X22 W12X224' - 7 1/4"10' - 4 5/16"W14X22W14X22W14X22 3' - 10 5/16"15' - 0" KW10X12W10X124' - 9"9' - 8"SC-6FSC-6F1 S402 _____ 1 S402 _____ 4 W21X50 (SRE) (29)9' - 9 3/4"9' - 10 1/2"W16X26 (11) c= 0.625" 16 S521 _____AT CANOPY 16 S521 _____AT CANOPY WP-8AWP-8A7 S402 _____W1W1W1WP-8AWP-8A3' - 0"3' - 0"14 S521 _____4X12 DLF #24X12 DLF #24X12 DLF #24X12 DLF #2WP-14AWP-14ASTRUCTURALBHB w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. Little 2021c PROJECT MANAGER DRAWN BY PRINCIPAL IN CHARGE PROJECT TEAM REVISIONS PROJECT NAME SHEET TITLE PROJECT NO. SHEET NUMBER ISSUE FOR ISSUE DATE 1300 Dove Street, Suite 100 Newport Beach, CA. 92660 T: 949.698.1400 SEAL CONSULTANT CLIENT NAME PROJECT NAME CONTRACTOR 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 1/13/2022 2:52:44 PMBIM 360://200416 - Victory Baptist Church/201131_S-MODL(2020)_BHB360.rvt201131 1/13/2022 S111 SECOND FLOOR FRAMING PLAN VICTORY BAPTIST CHURCH & SCHOOL 100% CONSTRUCTION DOCUMENT 227 N Magnolia AveAnaheim, CA. 92801VICTORY BAPTIST CHURCH & SCHOOLJS CB SP VICTORY BAPTIST CHURCH ERICKSON-HALL CONSTRUCTION NORTH0"16'-0"32'-0"8'-0"1" = 10'-0" [BF-1/S203] SECOND FLOOR FRAMING PLAN 1 1/8" = 1'-0" [BF-1/S203] 2 TRELLIS FRAMING PLAN AT TRASH ENCLOSURE NO. REASON DATE 20 1/13/202220 TECR HI TCIAL IF O NRDCENSELI OFSTATE C A A NO. C12955JAYR.T ITTL EREN. 11-30-23 1/13/202220 CUP AMENDMENT 01/24/202203/14/2022 1 2 3 8 9 10 19 2011121415 U T S R O M L J I H F D C B ABFC-7A (SRE)BFC-7A (SRE)BFC-7C (SRE)BFC-7A (SRE)SC-6EBFC-7B (SRE)BFC-7A (SRE)SC-6CSC-6EBFC-7C (SRE)SC-6ABFC-8A (SRE)BFC-8A (SRE)SC-6ASC-6DSC-6ESC-6BBFC-7D (SRE)SC-6FSC-6GSC-6GBFC-7A (SRE)BFC-8A (SRE)BFC-8A(SRE)SC-6CSC-6ASC-6ASC-6ASC-6BSC-6ASC-6ABFC-8B (SRE)BFC-8B (SRE)BFC-8B (SRE)BFC-9A (SRE)BFC-8B (SRE)BFC-9A (SRE)SC-6CSC-6ASC-6ASC-6BBFC-8B (SRE)BFC-8B (SRE)SC-6BSC-6BSC-6BSC-6BBFC-7D (SRE)MFC-12A (SRE)MFC-12A (SRE)MFC-12A (SRE)MFC-12A (SRE)MFC-12A (SRE)MFC-12A (SRE)181716 W18X35 (SRE)W16X36 (SRE) W18X35 W21X44 (SRE)W21X44 (SRE)W18X35 (SRE)W18X35 (SRE) ABV W12X26 ABV W12X26 ABVW18X35 ABV W18X35 W21X44 (SRE)W18X35 (SRE)W18X35 (SRE)W16X31W12X40 (SRE)W12X40 (SRE)W24X68 (SRE) ABVW18X40 (SRE) ABVW18X35 (SRE) ABVW12X40 (SRE)W18X46 (SRE)W12X40 (SRE)W18X35W18X35 W18X35 W18X50 W18X50 (SRE)W16X50 (SRE) 21' - 3 1/2"12' - 5 11/16"24' - 6 5/8"29' - 6 11/16"26' - 10 3/4"13' - 5 3/4"10' - 7 1/4"6' - 11 11/16"11' - 1 3/8"6' - 5 7/16"25' - 11 1/4"6' - 1 11/16"27' - 11 9/16"16' - 4 11/16"11' - 7 9/16"6 1/2"6' - 5"4' - 7"2' - 6"14' - 9 7/8"4' - 10 3/8"6' - 6 5/16"6' - 10 3/8"18' - 7 1/16"4' - 6 7/16"18' - 11 9/16"12' - 3 7/16"15' - 3 1/2"9' - 2"W 1 8 X 3 5 W12X26W 1 8 X 3 5 W18X3540LH (230/80) AT 5' -11" O.C.W16X3636LH (260/130) W18X35 (SRE)W18X35 (SRE)22K (240/110) AT 7' -0" O.C.BF-4 S203 BF-3S203BF-2S20322K (240/110) 22K (260/120) 22K (260/120) HSS5X5X1/4 22K (260/120) 22K (260/120) 22K (260/120) 22K (260/120)22K (260/120) AT 7' -0" O.C.22K (260/120) AT 6' -7" O.C.22K (260/120) 22K (260/120) 22K (260/120)22K (260/120) AT 7' -0" O.C.22K (260/120) AT 6' -7" O.C.22K (260/120) 22K (240/110) 22K (240/110)22K (240/110) AT 7' -0" O.C.22K (260/120) 22K (280/130) 22K (260/120)22K (260/120) AT 7' -0" O.C.22K (260/120) AT 7' -0" O.C.22K (260/120) 22K (280/130) 22K (280/130) 22K (260/130) 40LH (230/80) 36LH (240/110) 36LH (240/110)W10X12 (SRE)W10X12 (SRE)NOTE: USE 5" DEEP JOIST ENDS IN THIS AREABF-5S203BF-6 S204 BF-1 S203 BF-7S204BF-8 S204BF-9S204BF-10 S204 BF-11S204HSS5x2.1/2x3/16 ABVW1 8 S522 _____TYP HSS5x2.1/2x3/16 ABVW13 S522 _____AT COLUMN HSS5x2.1/2x3/16 ABV6 S522 _____ TYPW13 S522 _____ 6 S522 _____ TYP HSS5x2.1/2x3/16 ABV7 S521 _____ TYP W1W1W1 11 S521 _____ TYP W1 W1 8 S522 _____ TYP W1 6 S522 _____ TYP HSS5x2.1/2x3/16 ABVHSS5x2.1/2x3/16 ABVHSS5x2.1/2x3/16 ABVHSS5x2.1/2x3/16 ABVHSS5x2.1/2x3/16 ABV8 S522 _____TYP W13 S522 _____ 6 S522 _____ TYP HSS5x2.1/2x3/16 ABV12 S521 _____W17 S521 _____ TYP HSS5x2.1/2x3/16 ABV8 S522 _____ TYP W1 W1 HSS5x2.1/2x3/16 ABVW1W1 7 S521 _____ TYP HSS5x2.1/2x3/16 ABVW1 4 S522 _____HSS5x2.1/2x3/16 ABVELEV HOISTHSS5x2.1/2x3/16 ABVHSS5x5x1/4 ABV 12 S521 _____ 5 S201 _____HSS5x5x3/16 ABVW10X12STRUTSTRUTHSS5x5x3/16 ABVHSS5x5x3/16 ABVW1 8 S522 _____TYP HSS5x5x3/16 ABVW13 S522 _____HSS5x5x3/16 ABV6 S522 _____ TYP W1HSS5x5x3/16 ABV13 S521 _____ W1 W1 8 S522 _____ TYPHSS5x5x3/16 ABVW1HSS5x5x3/16 ABVW1HSS5x5x3/16 ABVHSS5x5x3/16 ABV5 S201 _____W10X12W10X12HSS5x5x3/16 ABV HSS5x5x3/16 ABV HSS5x5x3/16 ABV7 S201 _____ TYP 10 S521 _____ TYP 8 S521 _____HSS5x5x3/16 ABV10 S521 _____ TYPHSS5x5x3/16 ABV6 S522 _____ TYP 7 S201 _____ TYPBEAM BELOW13 N 5 6 7 E P Q6' - 7"36LH (240/110) AT 5' -11" O.C.36LH (240/110) AT 6' -3" O.C.36LH (240/110) AT 5' -1" O.C.W16X36W16X40 (SRE)W18X60W16X36W18X65W16X36W16X36W16X40 (SRE)W16X36W16X40 (SRE)W21X83 (SRE)W21X83 (SRE)W16X31W16X36W16X36HSS5x2.1/2x3/16 ABV22' - 10 1/16"22' - 10"25' - 1"18' - 11 15/16"17' - 11 13/16"15' - 3 1/2"11' - 1 3/8"6' - 5 7/16"5' - 11 3/8"40LH (260/100) AT 6' -2" O.C.6' - 2"6' - 3"40LH (260/100) AT 6' -3" O.C.40LH (260/100) 36LH (240/110)5' - 11"40LH (230/80)5' - 11"5' - 1"6' - 3"5' - 1"W16X50 (SRE)W18X50 (SRE)W10X12 W10X128' - 0"W18X50 (SRE)10 IN EXTERIOR STUDWALL TYPICAL AT SANCTUARY, SEE SHEET S301 10 IN EXTERIOR STUDWALL TYPICAL AT SANCTUARY, SEE SHEET S301 10 IN EXTERIOR STUDWALL TYPICAL AT SANCTUARY, SEE SHEET S301 10 IN EXTERIOR STUDWALL TYPICAL AT SANCTUARY, SEE DETAIL 2/S30122K (240/110) AT 6' -7" O.C.22K (240/110) AT 6' -7" O.C.W16X40 (SRE)22K (240/110)5' - 8"5' - 8"22K (240/110) AT 5' -8" O.C.22K (220/100) AT 5' -8" O.C.6' - 5"6' - 5"22K (240/110) AT 6' -4" O.C.22K (240/110) AT 6' -4" O.C.22K (260/120) AT 6' -7" O.C.3000 LB MECH UNIT 3000 LB MECH UNIT 4500 LB MECH UNIT 4500 LB MECH UNIT 3000 LB MECH UNIT 3000 LB MECH UNIT 4500 LB MECH UNIT G K 4500LB MECH UNIT 4500LB MECH UNIT 4500LB MECH UNIT 1500LB MECH UNIT R.D. R.D. R.D. R.D. R.D. R.D. R.D.SC-6HBFC-7A (SRE)AT COLUMN AT COLUMN 7' - 0 1/2"AT COLUMN AT COLUMN AT COLUMN W18X35 (SRE) W18X40 W18X40 W18X40 6 S522 _____TYP LOW 5 S522 _____TYP HIGH 7 S522 _____AT COLUMN 4 W18X35 (SRE) ABVW16X26 (SRE) ABV W12X22 W12X228' - 4 1/4"3"9"R.D.R.D.W12X26 (SRE)5' - 7 7/16"W18X40W12X40 (SRE)W18X35W18X40 (SRE) ABVW18X40 (SRE)W18X35 (SRE)W10X1216 S521 _____ 16 S521 _____AT CANOPY AT CANOPYWP-8AWP-8AWP-8AWP-8A8x8 DFL #2 8x8 DFL #2 15 S521 _____W10X12W10X12W1 9 S522 _____W1W1W14X22 (SRE)8x8 DFL #28x8 DFL #28x8 DFL #211 S522 _____ 10 S522 _____W18X46 (SRE)200 LBS300 LBS300 LBS300 LBS300 LBS200 LBS300 LBS300 LBS300 LBS300 LBS200 LBS300 LBS300 LBS300 LBS300 LBS200 LBS200 LBS200 LBS200 LBS200 LBS200 LBS200 LBS200 LBS200 LBS200 LBS200 LBS500 LBS200 LBS200 LBS200 LBS500 LBS200 LBS2 0 0 L B S200 LBS200 LBS10' - 0"10' - 0"3' - 0"3' - 0"1' - 0"W1 9 S521 _____ W14X22 W14X22 W14X22 9 S521 _____ 3000 LB MECH UNIT ROOF FRAMING PLAN NOTES 1. VERIFY ALL ROOF OPENINGS FOR MECHANICAL SHAFTS, DRAINS, ETC. WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 2. ALL 'LH' SERIES JOISTS SHALL HAVE 5" DEEP BEARING ENDS (UNO). 3. ALL 'K SERIES JOISTS SHALL HAVE 2.1/2" DEEP BEARING ENDS (UNO). 4. ALL ROOF OPENINGS GREATER THAN, OR EQUAL TO, 12" x 12" SHALL BE FRAMED AS INDICATED IN DETAILS 1/S521 AND 2/S521. FOR OPENINGS WHICH CUT LESS THAN TWO DECK FLUTES, SEE DETAIL 3/S521. 5. SEE DETAIL 6/S521 WHEN CONCENTRATED LOADS ARE LOCATED MORE THAN 6" FROM JOIST OR JOIST GIRDER PANEL POINT. 6. SEE DETAIL 4/S521 WHEN MECHANICAL UNITS ARE HUNG BELOW JOISTS. 7. VERIFY SIZE, WEIGHT, AND LOCATION OF ALL ROOF TOP MECHANICAL UNITS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. SEE DETAIL 5/S521 FOR STEEL FRAMES AT ALL ROOF TOP EQUIPMENT. COORDINATE OPENINGS WITH MECHANICAL, ELECTRICAL, AND GENERAL CONTRACTORS. 8. JOIST SUPPLIER SHALL DESIGN ALL ROOF JOIST BEARING ENDS AT WALLS TO TRANSFER 500lbs (ALLOWABLE) AXIAL LOAD THROUGH JOIST BEARING ENDS. 9. OPEN WEB STEEL JOISTS AND JOIST GIRDERS SHALL BE DESIGNED BY THE MANUFACTURER TO SUPPORT THE MECHANICAL AND LATERAL LOADS SHOWN ON THE ROOF FRAMING PLANS IN ADDITION TO THE UNIFORM AND POINT LOADS SHOWN. 10. JOIST BRIDGING SHOWN ON PLANS IS FOR REPRESENTATION ONLY; ACTUAL SIZE, QUANTITY, AND LOCATION WILL BE DETERMINED BY THE JOIST SUPPLIER PER 'SJI' REQUIREMENTS. ALL BRIDGING AND BRIDGING ANCHORS NEED TO BE IN PLACE BEFORE APPLYING ANY LOADS. WHERE SKYLIGHT OR MECHANICAL UNITS/DUCTS INTERRUPT HORIZONTAL BRIDGING, PROVIDE CROSS BRIDGING AT JOIST SPACES ON EACH SIDE OF THE OPENING. WHERE DIAGONAL BRIDGING CONFLICTS WITH MECHANICAL DUCTS, REMOVE DIAGONAL BRIDGING AND REPLACE WITH HORIZONTAL BRIDGING AFTER ROOF DECK IS IN PLACE. 11. SEE SHEET S301 FOR EXTERIOR METAL STUDS. 12. SEE ARCHITECTURAL PLANS FOR DIMENSIONS TO ALL STEEL COLUMNS. 13. JOIST DESIGNER SHALL DESIGN JOISTS AND SUPPLY ADDITIONAL BRIDGING AS REQUIRED FOR UPLIFT DUE TO WIND. ASSUME: 0.6DL = 12 psf 0.6WL = 21 psf (UPLIFT) 9 psf NET UPLIFT (ASD) NO 1/3 STRESS INCREASE ALLOWED. INDICATES MOMENT FRAME COLUMN. SEE SCHEDULE ON SHEET S201MFC-x SECTION MARK . SHEET NUMBER INDICATES METAL ROOF DECK. SEE GENERAL STRUCTURAL NOTES ON SHEET S002 INDICATES MOMENT CONNECTION, SEE DETAILS INDICATES STEEL COLUMN, SEE SCHEDULE ON SHEET S602SC-x MARKS AND SYMBOLS LEGEND INDICATES SEISMIC RESISTING ELEMENT, SEE ELEVATIONS AND DETAILS AND FOLLOW ADDITIONAL SPECIAL INSPECTIONS. (SRE) INDICATES BRACED FRAME COLUMN. SEE ELEVATIONS ON SHEETS S203 & S204BFC-x INDICATES K-SERIES JOIST WITH ALLOWABLE TOTAL LOAD / ALLOWABLE LIVE (SNOW) LOAD _K (**/**) INDICATES LH-SERIES JOIST WITH ALLOWABLE TOTAL LOAD / ALLOWABLE LIVE (SNOW) LOAD _LH (**/**) INDICATES ROOF DRAIN, SEE DETAIL 2/S521R.D. INDICATES X BRACE FRAME, SEE SHEETS S203 & S204 INDICATES STEEL ANGLE BRACE KICKER AT AXIALLY LOADED (SRE) BEAM. SEE DETAIL 1/S512 W# INDICATES FIELD WELDING REQUIRED AT SHEAR TAB CONNECTION. ARROWS INDICATE DIRECTION OF CONNECTION, SEE SCHEDULES ON SHEET(S) S602 INDICATES ADDITIONAL POINT LOAD ADDED TO JOISTS IN ADDITION TO UNIFORM AND MECHANICAL LOADS SHOWN ON PLANxx LBSINDICATES WOOD POST. SEE SCHEDULE ON SHEET S602WP-x STRUCTURALBHB w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. Little 2021c PROJECT MANAGER DRAWN BY PRINCIPAL IN CHARGE PROJECT TEAM REVISIONS PROJECT NAME SHEET TITLE PROJECT NO. SHEET NUMBER ISSUE FOR ISSUE DATE 1300 Dove Street, Suite 100 Newport Beach, CA. 92660 T: 949.698.1400 SEAL CONSULTANT CLIENT NAME PROJECT NAME CONTRACTOR 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 1/13/2022 2:52:49 PMBIM 360://200416 - Victory Baptist Church/201131_S-MODL(2020)_BHB360.rvt201131 1/13/2022 S121 ROOF FRAMING PLAN VICTORY BAPTIST CHURCH & SCHOOL 100% CONSTRUCTION DOCUMENT 227 N Magnolia AveAnaheim, CA. 92801VICTORY BAPTIST CHURCH & SCHOOLJS CB SP VICTORY BAPTIST CHURCH ERICKSON-HALL CONSTRUCTION 0"16'-0"32'-0"8'-0"1" = 10'-0" [BF-1/S203] ROOF FRAMING PLAN 1 NORTHNO. REASON DATE 20 1/13/202220 TECR HI TCIAL IF O NRDCENSELI OFSTATE C A A NO. C12955JAYR.T ITTL EREN. 11-30-23 1/13/202220 CUP AMENDMENT 01/24/202203/14/2022 2179584-22 200416_S502-01 1 TYPICAL EXTERIOR FOUNDATION TURN DOWN DETAIL CONCRETE SLAB ON GRADE, SEE PLAN (4) #5 BARS x CONT EXTERIOR SLAB OR GRADE, SEE ARCH METAL STUD WALL, SEE PLAN AND SCHEDULE CONT METAL BOTTOM TRACK WITH FASTENER, SEE SCHEDULE RUN HORIZ FOOTING REINF CONTINUOUS THROUGH STEEL BASE PLATE (SEE SCHED) ON 1 1/2" NON- SHRINK GROUT 5/16 STEEL COLUMN, SEE PLAN AND SCHEDULE WALL BEYOND AT WALL AT COLUMN WITHOUT (2) #4xCONT REBAR #4 DOWEL AT 16" O.C.20"36" TURNED DOWN SLAB EDGE BEYOND SPOT FOOTING CONCRETE TURN DOWN SLAB, SEE PLAN CONCRETE SLAB ON GRADE, SEE PLAN (4) #5 BARS x CONT EXTERIOR SLAB OR GRADE, SEE ARCH AT OPENING IN WALL (2) #4xCONT REBAR #4 DOWEL AT 16" O.C.20"36" CONCRETE TURN DOWN SLAB, SEE PLAN CONCRETE SLAB ON GRADE, SEE PLAN (4) #5 BARS x CONT EXTERIOR SLAB OR GRADE, SEE ARCH METAL STUD WALL, SEE PLAN AND SCHEDULE CONT METAL BOTTOM TRACK WITH FASTENER, SEE SCHEDULE (2) #4xCONT REBAR #4 DOWEL AT 16" O.C.20"36" CONCRETE TURN DOWN SLAB, SEE PLAN RUN HORIZ FOOTING REINF CONTINUOUS THROUGH SPOT FOOTING WHERE STEEL BASE PLATE (SEE SCHED) ON 1 1/2" NON- SHRINK GROUT 5/16 STEEL COLUMN, SEE PLAN AND SCHEDULE AT COLUMN WITH FOOTING TURNED DOWN SLAB EDGE BEYOND CONCRETE SLAB ON GRADE, SEE PLAN EXTERIOR SLAB OR GRADE, SEE ARCH METAL STUD WALL, SEE PLAN AND SCHEDULE CONT METAL BOTTOM TRACK WITH FASTENER, SEE SCHEDULE (2) #4xCONT REBAR #4 DOWEL AT 16" O.C.20"36" CONCRETE TURN DOWN SLAB, SEE PLAN COLUMN INTERUPTS REINF. PROVIDE #5 x 6'-0" SPLICE BAR AT SIDE OF COLUMN1'-6" MIN1'-6" MIN1'-6" MIN1'-6" MIN1'-6" MIN 3'-0" NO SCALE 2179584-22 200416_S502-02 2 EXTERIOR FOUNDATION TURN DOWN DETAIL AT DEPRESSED SLAB CONCRETE SLAB ON GRADE, SEE PLAN (4) #5 BARS x CONT EXTERIOR SLAB OR GRADE, SEE ARCH METAL STUD WALL, SEE PLAN AND SCHEDULE CONT METAL BOTTOM TRACK WITH FASTENER, SEE SCHEDULE (2) #4xCONT REBAR #4 DOWEL AT 16" O.C.20"36" CONCRETE TURN DOWN SLAB, SEE PLAN FLOOR ELEV. SEE ARCH MATCH TYPICAL FINISHED TOP OF CURB TO 6" CONCRETE CURB.1'-6" MIN1'-6" MIN NO SCALE 2114048-03 200416_S502-03 3 TYPICAL ELEVATOR PIT DETAIL SUMP PIT COORDINATE SIZE AND LOCATION WITH ARCH ELEVATOR PIT DOWEL TO MATCH VERT WALL REINF ABOVE CONCRETE SLAB ON GRADE, SEE PLAN CONT TOP AND BOTTOM REINFORCING #4 x 4'-0" AT 12" O.C. 24" 24" #5 AT 12" O.C. EA WAY, TOP AND BOT CONCRETE FOOTING CONC FOUNDATION WALL, SEE PLAN AND SCHED WALL ABOVE, SEE PLAN STEP FOOTING AT SUMP. PROVIDE REINF TO MATCH MAT FTG CONCRETE SLAB ON GRADE, SEE PLAN AT SUMP PIT WALL ABOVE, SEE PLAN CONC FOUNDATION WALL, SEE PLAN AND SCHED ELEVATOR PIT RUN HORIZ FOOTING REINF CONTINUOUS THROUGH SPOT FOOTING 18"18" NO SCALE 2245632-26 200416_S502-04 4 RAIL SUPPORT AT ELEVATOR PIT ELEVATOR PIT CONCRETE SLAB ON GRADE, SEE PLAN 2 x 4 BEVELED KEYWAY #5 AT 12" O.C. EA WAY, TOP AND BOT CONCRETE FOOTING 8"x18" CONCRETE PIER, REINF WITH (4) #5 VERT WITH #3 RUN HORIZ WALL REINF CONT THROUGH PIER RAIL SUPPORT COLUMN, HSS8x4x3/8, TYP TIES AT 8" O.C. 1/4 3/4"x14"x4.1/2" STEEL BASE PLATE ON 1.1/2" NON-SHRINK GROUT WITH CONCRETE BLOCKOUT WITH (3) SETS OF TIES IN TOP 5" OF PIER (2)3/4" DIA x 9" EMBED ANCHOR RODS 18"18" NO SCALE 541184-34 200416_S502-06 6 CANTILEVERED MASONRY WALL DETAIL MASONRY CANTILEVERED WALL SCHEDULE DOWEL TO MATCH VERT WALL REINF ABOVE CONCRETE SLAB ON GRADE, SEE ARCH 8" CONC FOUNDATION WALL EXTERIOR SLAB OR GRADE, SEE ARCH REINF PER SCHED. ALTERNATE CONC FOUNDATION WALL REINF WITH MASONRY VERT WALL (1) CONT BAR TO MATCH HORIZ WALL REINF AT T.O. WALL 6" SOLID GROUTED MASONRY WALL WITH #4 HORIZ BARS AT 24" O.C. SEE SCHED FOR VERT REINF WALL SECTION CORNER BAR TO MATCH VERT WALL (3) BARS AT CORNER MASONRY WALL REINFORCING HORIZONTAL REINFORCING TO TERMINATE WITH STANDARD 180° HOOK NOTE: SPACE TO ACCOMMODATE OF BLOCK ABOVE MAY HAVE TO MAINTAIN 3/4" COVERAGE. WEB AN ANGLE TO FIT IN CELL AND HOOK NEEDS TO BE PLACED AT HOOK IS LIMITED; THEREFORE, BE CUT. AT CORNER WITH OPENING AT CORNER MASONRY ENCLOSURE NOTES: 1. Materials, unless noted otherwise: a. Concrete Masonry Units (CMU): ASTM C90: Lightweight or Medium weight (minimum net area unit strength of 2,000 psi). f'm = 2000 psi b. Mortar: Type S c. Grout: Minimum compressive strength = 2,000 psi at 28 days. d. Reinforcing Steel: ASTM 615 or ASTM 706 Grade 60 (Fy = 60 ksi) 2. Reinforcement Cover: a. A minimum coverage of one bar diameter over all the bars, but not less than 3/4". When masonry is exposed to soil, minimum coverage shall be 1.1/2". 3. Construction Requirements: a. All units shall be laid with full mortar beds on the face shells. All head joints shall be filled solidly with mortar for a distance in from the face of the units not less than the thickness of the longitudinal face shells. Cells which are to be grouted shall have full head joints. b. Masonry walls shall be constructed with running bond. c. Grout shall be placed by mechanical vibration during placing and re-vibrated after excess moisture has been absorbed but before workability is lost. Rodding of grout is not allowed. d. Grout pours shall be limited to 5'-4", unless written approval is obtained from engineer of record. e. Grout shall be 1.1/2 inches below top of unit in cells with vertical reinforcement to provide construction key. f. Vertical cells to be filled with grout shall have vertical alignment sufficient to maintain a clear, unobstructed vertical cell measuring not less than 2 inches by 3 inches. g. Vertical bars shall be secured against displacement prior to grouting by wire positioners or other suitable devices at bar splice locations. h. Reinforcing bars shall not be welded. 4. Detailing Requirement a. Lap all masonry bars 20" min. b. All vertical reinforcing shall be doweled to the foundation wall below with the same size dowel and spacing (and in the same core) as the vertical wall reinforcing above. WALL CAP, SEE ARCH REINFORCING, SEE SCHED #4 HORIZ BAR, TOP 'MV' BARS 'CV' BARS 'C' BARS (TOP AND BOTTOM) 'L' BARS (TOP AND BOTTOM) AND BOT, AT 12" O.C.2'-0" MIN'HT'SEE ARCH 3" CLR TYP 'TF''W'8"NO SCALE HT SIZE MV BARS 6'-0" 8'-0" W 3'-0" 3'-6" #4 #5 SPACING 32" 32" SIZE CV BARS #4 #5 SPACING 32" 32" C BARS SIZE #5 #5 SPACING 14" 12" L BARS SIZE #4 #5 SPACING EQ EQ No. 3 3 TF 12" 14" 2179584-22 200416_S502-05 5 TYPICAL GRADE BEAM TO SPOT FOOTING 1 S502 CONCRETE SLAB ON GRADE, SEE PLAN (4) #5 BARS x CONT EXTERIOR SLAB OR GRADE, SEE ARCH METAL STUD WALL, SEE PLAN AND SCHEDULE CONT METAL BOTTOM TRACK WITH FASTENER, SEE SCHEDULE (2) #4xCONT REBAR #4 DOWEL AT 16" O.C.20"36" CONCRETE TURN DOWN SLAB, SEE PLAN CONCRETE GRADE BEAM, SEE PLAN AND SCHED, TOP OF GRADE BEAM = 98'-6", TYP U.N.O. BRACE FRAME, WHERE OCCURS, SEE PLAN AND BRACE FRAME ELEVATIONS BRACE FRAME, WHERE OCCURS, SEE PLAN AND BRACE FRAME ELEVATIONS TERMINATE CONT REINF WITH STD ACI HOOK CONCRETE FOOTING, SEE PLAN AND SCHED CONCRETE SLAB ON GRADE, SEE PLAN CONCRETE PIER, SEE PLAN AND SCHED CONCRETE GRADE BEAM, SEE PLAN AND SCHED #4 DOWEL AT 16" O.C. TO MATCH SLAB DOWELS ABOVE NO SCALE 541184-34 200416_S502-07 7 TRELLIS BASE AT TRASH ENCLOSURE WALL CONCRETE SLAB ON GRADE, SEE ARCH EXTERIOR SLAB OR GRADE, SEE ARCH MASONRY WALL PER DETAIL 6/S502 WOOD COLUMN, SEE PLAN AND SCHED (3) TIES IN TOP 5" CONCRETE FOOTING PER DETAIL 6/S502 TOP OF MASONRY WOOD TRELLIS FRAMING PER DETAIL 147/S521 8x10 DFL #2 WOOD BRACES. EACH SIDE OF WOOD COLUMN4"4"TYPTYP STEEL POST BASE EMBED PLATE PER WOOD POST SCHEDULE, SEE S602 5/8" THICK STEEL SADDLE PLATE (GALVANIZED), PRIME AND PAINT EXPOSED SURFACES ONLY (8) 1" DIAM GR. A490 THROUGH BOLTS (PAINTED) WITH 5/16" WASHERS 3/8" THICK STEEL PLATE (PAINTED), TYP EA SIDE OF COLUMN (4) 3/4" DIA. THROUGH BOLTS (PAINTED) WITH 5/16" WASHERS, TYPICAL 8"8" TYP2" TYP 2" TYP4"TYP6"1"2'-6"8 " 3'-0"3'-4"TYPNO SCALE 541184-34 200416_S502-08 8 TRELLIS DETAIL CONCRETE SLAB ON GRADE, SEE ARCH WOOD COLUMN, SEE PLAN AND SCHED, TYP POST BASE PER COLUMN SCHEDULE WITH SIMPSON DECORATIVE SIDE PLATES "APB88DSP" 14"x28" CONCRETE PIER WITH WITH (10)#6 BARS AND #4 TIES AT 6" O.C. (3) TIES IN TOP 5" CONCRETE FOOTING, SEE PLAN AND SCHED TRIM DECORATIVE PLATES AS REQ'D AND REPAIR PAINT TIE LAYOUT 6"11" 14" NO SCALE STRUCTURALBHB w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. Little 2021c PROJECT MANAGER DRAWN BY PRINCIPAL IN CHARGE PROJECT TEAM REVISIONS PROJECT NAME SHEET TITLE PROJECT NO. SHEET NUMBER ISSUE FOR ISSUE DATE 1300 Dove Street, Suite 100 Newport Beach, CA. 92660 T: 949.698.1400 SEAL CONSULTANT CLIENT NAME PROJECT NAME CONTRACTOR 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 1/13/2022 2:53:03 PMBIM 360://200416 - Victory Baptist Church/201131_S-MODL(2020)_BHB360.rvt201131 1/13/2022 S502 DETAILS VICTORY BAPTIST CHURCH & SCHOOL 100% CONSTRUCTION DOCUMENT 227 N Magnolia AveAnaheim, CA. 92801VICTORY BAPTIST CHURCH & SCHOOLJS CB SP VICTORY BAPTIST CHURCH ERICKSON-HALL CONSTRUCTION NO. REASON DATE 20 1/13/202220 TECR HI TCIAL IF O NRDCENSELI OFSTATE C A A NO. C12955JAYR.T ITTL EREN. 11-30-23 1/13/202220 CUP AMENDMENT 01/24/202203/14/2022 SEE DETAIL {2049-00} FOR OPENINGS LESS THAN 12" IN DIAMETER. PROVIDE EXTRA WEB MEMBERS AT OPEN WEB STEEL JOISTS PER DETAIL {133176-00} FOR OPENINGS 6'-0" AND LARGER. 133153-00 1 TYPICAL ROOF OPENING DETAIL [PLAN VIEW] OPENING SEE ARCH/MECH OPTION B NOTES: 1. 2. 3. SEE TYPICAL ROOF TOP MECHANICAL UNIT SUPPORT DETAIL(S) FOR FRAMES UNDER MECHANICAL UNITS. 4. ROOF DECK TO BE WELDED TO ANGLE FRAMING. TRIM VERTICAL LEG AT JOIST OPEN WEB STEEL JOISTS OR STEEL BEAM, SEE PLANS L5x3x1/4 (LLV) x 0'-6" TYP. CONTRACTOR MAY USE OPTION B IF DESIRED ANGLE FRAME L5x3x1/4 (LLV) 3/16 TYP TYP 3/16 3/16 3/16 TYP3/16 A A SECTION A-A AT OPEN WEB STEEL JOISTS SECTION A-A AT STEEL BEAM NO SCALE 133312-00 9 TYPICAL STEEL BEAMS BEARING AT STEEL BEAM5"8" 1/4 1/4 3 3 1/4METAL ROOF DECK STEEL BEAM, SEE PLAN STEEL BEAM, SEE PLAN TYP1/4 SLOTTED PLATE TO MATCH BEAM FLANGE. SLOT PLATE NOT BEAM WEB BEAM WEB STIFFENER, EA SIDE, ABOVE AND BELOW SLOTTED PLATE BETWEEN JOISTS STEEL TUBE WHERE OCCURS, SEE PLAN (3/16) (3/16) 3-12 3-12 STEEL JOIST, SEE PLAN NO SCALE 133344-02 8 TYPICAL JOIST/BEAM BEARING AT STEEL BEAM 8"1/4 METAL ROOF DECK STEEL JOIST, SEE PLAN STEEL BEAM, SEE PLAN SLOTTED PLATE TO MATCH BEAM FLANGE. SLOT PLATE NOT BEAM WEB STEEL BEAM, SEE PLAN 1/4 5" DEEP JOIST BRG END WITH (2) ERECTION BOLTS AT JOISTS SPANNING 40'-0" OR MORE: 1/2"DIA A325 AT K-JOIST. 3/4"DIA A325 AT LH-JOIST. BEAM WEB STIFFENER, EA SIDE, ABOVE AND BELOW SLOTTED PLATE BETWEEN JOISTS STEEL TUBE WHERE OCCURS, SEE PLAN (3/16) (3/16) 3-12 3-12 1/8, 2 AT K-JOIST 1/4, 3 AT LH-JOIST 1/8, 2 AT K-JOIST 1/4, 3 AT LH-JOIST NO SCALE 133344-01 7 TYPICAL JOIST BEARING AT STEEL BEAM METAL ROOF DECK STEEL JOIST, SEE PLANSTEEL JOIST, SEE PLAN STEEL BEAM, SEE PLAN BETWEEN JOISTS STEEL TUBE WHERE OCCURS, SEE PLAN (3/16) (3/16) 3-12 3-12 5" DEEP JOIST BRG END WITH (2) ERECTION BOLTS AT JOISTS SPANNING 40'-0" OR MORE: 1/2"DIA A325 AT K-JOIST. 3/4"DIA A325 AT LH-JOIST. 1/8, 2 AT K-JOIST 1/4, 3 AT LH-JOIST NO SCALE 133176-00 6 TYPICAL JOIST REINFORCING DETAIL FOR LOADS GREATER THAN 100 POUNDS > 6" > 6" > 6" > 6" P = CONCENTRATED LOAD P = CONCENTRATED LOAD STEEL JOIST, SEE PLANTYP 3/16 NOTE: WHERE LOADS OVER 100# ON OPEN WEB JOISTS ARE LOCATED MORE THAN 6" FROM THE PANEL WORK POINTS AT EITHER THE TOP OR BOTTOM CHORD, THE CONTRACTOR SHALL INSTALL ADDITIONAL DIAGONAL WEB MEMBERS AT THE LOCATION OF THE CONCENTRATED LOAD. CONNECTIONS FOR LOADS OVER 100LB MUST BE A CONCENTRIC ATTACHMENT STEEL JOIST, SEE PLANAT LH JOIST P = CONCENTRATED LOAD AT K JOIST ADDITIONAL DIAGONAL WEB MEMBER. L3x3x1/4 MIN ON EACH SIDE OF OPEN WEB STEEL JOIST P = CONCENTRATED LOAD ADDITIONAL DIAGONAL WEB MEMBER. L2x2x3/16 MIN ON SIDE OF OPEN WEB STEEL JOIST WHERE CONCENTRATED LOAD IS APPLIED NO SCALE 133305-01 5 TYPICAL ROOF TOP MECHANICAL UNIT SUPPORT DETAIL [PLAN VIEW] CURB DIM SEE ARCH/MECHSEEARCH/MECHOPEN OPEN WEB STEEL JOISTS OR STEEL BEAMS, SEE PLANS L6x4x5/16 (LLV) x 1'-0" ANGLE FRAME L6x4x5/16 (LLV) UNDER CURB, TYP 3/16 TYP TYP 3/16 3/16 WHERE MECH UNIT SPANS TWO JOIST SPACES, TRIM HORIZ LEG OF L6x4s L3x3x1/4 AROUND DUCT OPENING NOTES: 1. WHERE THE MECHANICAL UNIT WEIGHS LESS THAN 700 lbs, THE L6x4 SUPPORT ANGLES MAY BE CHANGED TO L5x3x1/4. 2. SOLID BLOCK THE FLUTES OF THE STEEL DECK UNDER THE CURB OF THE MECHANICAL UNIT. THIS MAY BE DONE WITH A 3. ROOF DECK TO BE WELDED TO ANGLE FRAMING. HSS1.1/2x1.1/2x3/16 x 0'-4" TACK WELDED TO THE STEEL DECK OR WITH SOLID BLOCKING CONNECTED TO THE STEEL DECK.SECTION A-A A A - TYPICAL AT OPEN WEB STEEL JOISTS SECTION A-A AT STEEL BEAM NO SCALE _____, SIM 133176-01 4 TYPICAL HANGING MECHANICAL UNIT SUPPORT DETAIL L5x3x1/4 (LLV) L2x2x3/16 FROM TOP CHORD BEARING JOINT TO NEAREST BOTTOM CHORD PANEL JOINT. SEE DETAIL ANGLE BRACE L2x2x3/16 METAL ROOF DECK SPACER PLATE HANGING ROD, SEE MECH STEEL JOIST NOTE: WHERE MECHANICAL UNIT WEIGHS LESS THAN 300 lbs. USE 'UNISTRUT' TO SUPPORT THE UNIT INSTEAD OF L5x3x1/4. NO SCALE 2049-00 3 TYPICAL PIPE SLEEVE THROUGH ROOF DECK 36" SQ. < 12"DIA 24" SQ. ≤ 8"DIA 12" SQ. ≤ 4"DIA PIPE SLEEVE 18 GA PLATE WITH #10 SHEET METAL SCREWS AT 6" O.C. EACH WAY METAL ROOF DECK PLAN VIEW NO SCALE 133305-00 2 TYPICAL ROOF DRAIN SUPPORT DETAIL [PLAN VIEW] OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPTION B TRIM VERTICAL LEG AT JOIST 3/16 TYP3/16 SECTION A-A OPEN WEB STEEL JOISTS OR STEEL BEAM, SEE PLANS A A A A 3/16 TYP 3/16 TYP TYP 3/16 3/16 TYP 3/16 3/16 ANGLE FRAME L3x3x1/4, TYP ANGLE FRAME L3x3x1/4, TYP L3x3x1/4 x 0'-6" TYP. CONTRACTOR MAY USE OPTION B IF DESIRED L3x3x1/4 x 0'-6" TYP. CONTRACTOR MAY USE OPTION B IF DESIRED A A A A L3x3x1/4, -TYPICAL L3x3x1/4 x 0'-6" -TYPICAL STRUCTURAL WALL DECK LEDGER ANGLE 3/16 TYP TRIM VERTICAL LEG TYPICAL AT LEDGER L3x3x1/4, -TYPICAL L3x3x1/4 x 0'-6" - TYPICAL TYP 3/16 3/16 TYP 3/16 3/16 OPEN WEB STEEL JOISTS OR STEEL BEAM, SEE PLANS OPEN WEB STEEL JOISTS OR STEEL BEAM, SEE PLANS 3/16 TYP AT OPEN WEB STEEL JOIST SECTION A-A AT STEEL BEAM NO SCALE __/____10 TYPICAL DECK EDGE DETAIL 200416_S521-10 133504-01 STEEL BEAM, SEE PLAN 1/4 1-6 BENT PL 1/4" x CONT STEEL BEAM, SEE PLAN BEAM WEB STIFFENER TYPICAL CONDITION AT BEAMS STEEL BEAM, SEE PLAN WELD PL 1/4"x4"x0'-4" 1/2" BEAM WEB (AT OVERHANG > 12") BENT PL 1/4" x CONT TYPICAL CONDITION 1/4 1-6 1/4 1-6 1/4 1-6 1/4 1/4 1/4 1-6 BENT PL TO STEEL BEAM ANGLE TO STEEL BEAM 1/2" BEAM WEB STIFFENER AT BEAMS 1/4 1/4 1/4 1-6 BENT PL TO STEEL BEAM STEEL BEAM, SEE PLAN (AT OVERHANG ≤12") (AT OVERHANG > 12") STIFFENER AT EACH 1/4 1-6 1/4 1-6 METAL ROOF DECK METAL ROOF DECK BENT PL 1/4" x CONT BENT PL 1/4" x CONT METAL ROOF DECK METAL ROOF DECK BRACE PER 1/S522 AT 6'-4" O.C. MAX U.N.O. (PERP WIDE FLANGE JOIST CAN REPLACE A BRACE.) 1/4 (AT OVERHANG ≤12") 5" 5" AT EACH BACK BRACE, SEE PLAN BACK BRACE, SEE PLAN 2 S602 2 S602 SEE ARCH 12" TO 36" 12" TO 36"5"5"5"5"≤12" SEE ARCH ≤12" NO SCALE 138368-01 11 TYPICAL DROP-IN STEEL BEAM CONNECTION AT STEEL COLUMN 1/4 STEEL BEAM, SEE PLAN STEEL COLUMN, SEE PLAN AND SCHEDULE STEEL CAP PLATE, SEE COL SCHEDULE STEEL BEAM, SEE PLAN NOTE: IF ANY BOLT HOLE DOES NOT ALIGN, FIELD WELD BEAM TO CAP PLATE WITH A 1/4" x 3" FILLET WELD ON BOTH SIDES. 3-SIDES BEAM WEB STIFFENER OR BEAM WEB CONNECTION PLATE, EACH SIDE STEEL BEAM, SEE PLAN, WHERE OCCURS 2 S602 2 S602 1'-0" (UNO ON PLAN)2 1/2"NO SCALE 138432-21 12 STEEL BEAM CONNECTION AT STEEL COLUMN STEEL BEAM, SEE PLAN BEAM WEB STIFFENER, EA SIDE STEEL COLUMN, SEE PLAN AND SCHEDULE NOTE: DECK NOT SHOWN IN THIS DETAIL. STEEL CAP PLATE, SEE COL SCHEDULE 1/4 1/4 1/4 3 3 2 S6022 1/2"NO SCALE 138432-21 13 STEEL BEAM CONNECTION AT STEEL COLUMN STEEL BEAM, SEE PLAN BEAM WEB STIFFENER, EA SIDE STEEL COLUMN, SEE PLAN AND SCHEDULE NOTE: DECK NOT SHOWN IN THIS DETAIL. STEEL CAP PLATE, SEE COL SCHEDULE 1/4 1/4 1/4 3 3 2 S6025"NO SCALE 200416_S521-14 14 TRELLIS DETAIL TRELLIS MEMBERS: 2X2 AT 4" O.C. WITH #12 X 3" STAINLESS STEEL WOOD SCREW EA BEAM BELOW WOOD BEAM, SEE PLAN WOOD BEAM, SEE PLAN 3/4" DIA. x12" LAG SCREW (STAINLESS STEEL) WITH COUNTERSUNK BOLT HEADS INTO 8x8 DFL BLOCKING, ATTACH BLOCKING W/(4) 10d NAILS (STAINLESS STEEL) EA SIDE (8 TOTAL) NO SCALE 200416_S521-15 15 TRELLIS DETAIL 3/4" DIAM THROUGH BOLTS (STAINLESS STEEL) EACH BEAM WITH COUNTERSUNK BOLT HEADS WOOD BEAM, SEE PLAN STEEL PLATE 3/8" X 4" WIDE (PAINTED), TYPICAL EA SIDE OF COLUMN WOOD POST, SEE PLAN (4) 3/4" DIAM THROUGH BOLTS (PAINTED) EACH COLUMN WITH 5/16" WASHERS TRELLIS MEMBERS: 2X2 AT 4" O.C. WITH #12 X 3" STAINLESS STEEL WOOD SCREW EA BEAM BELOW WOOD BEAM, SEE PLAN NO SCALE 200416_S521-16 16 CANOPY DETAIL 54MIL CLIP ANGLE, TYP WITH (6) #10 SDS SCREWS TO STUD AND (4) #12 X 3" WOOD SCREWS WOOD BLOCKING: DBL 2X8 DFL #2 TYPICAL PL 3/4"X8"X8" WITH (2) 3/4" THROUGH BOLTS (2) 3/4" DIAM THROUGH BOLTS (STAINLESS STEEL) EACH COLUMN WITH COUNTERSUNK BOLT HEADS 6X6 DFL #2 METAL STUD WALL, SEE ARCH AND 2/S301, PROVIDE DOUBLE STUD EA SIDE OF WOOD BLOCKING, TYP EXTERIOR FINISH, SEE ARCH TRELLIS MEMBERS: 3X3 AT 24" O.C. WITH #12 X 5" STAINLESS STEEL WOOD SCREW EA BEAM BELOW TRELLIS MEMBERS: 2X2 AT 4" O.C. WITH #12 X 3" STAINLESS STEEL WOOD SCREW EA BEAM BELOW 6X6 DFL #2 6X6 DFL #2 STEEL PLATE 3/8" X 4" WIDE (PAINTED), TYPICAL EA SIDE OF COLUMN (2) 3/4" DIAM THROUGH BOLTS (PAINTED) EACH COLUMN WITH 5/16" WASHERS STEEL PLATE 3/8" X 4" WIDE (PAINTED), TYPICAL EA SIDE OF COLUMN NO SCALE STRUCTURALBHB w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. Little 2021c PROJECT MANAGER DRAWN BY PRINCIPAL IN CHARGE PROJECT TEAM REVISIONS PROJECT NAME SHEET TITLE PROJECT NO. SHEET NUMBER ISSUE FOR ISSUE DATE 1300 Dove Street, Suite 100 Newport Beach, CA. 92660 T: 949.698.1400 SEAL CONSULTANT CLIENT NAME PROJECT NAME CONTRACTOR 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 1/13/2022 2:53:04 PMBIM 360://200416 - Victory Baptist Church/201131_S-MODL(2020)_BHB360.rvt201131 1/13/2022 S521 DETAILS VICTORY BAPTIST CHURCH & SCHOOL 100% CONSTRUCTION DOCUMENT 227 N Magnolia AveAnaheim, CA. 92801VICTORY BAPTIST CHURCH & SCHOOLJS CB SP VICTORY BAPTIST CHURCH ERICKSON-HALL CONSTRUCTION NO. REASON DATE 20 1/13/202220 TECR HI TCIAL IF O NRDCENSELI OFSTATE C A A NO. C12955JAYR.T ITTL EREN. 11-30-23 1/13/202220 CUP AMENDMENT 01/24/202203/14/2022 SCHED_CONC_WALL-01 SCHED_CONC_REINF-02 SCHED_CONC_FTG-C2500-S2000 SCHED_CONC_PIER-01 SCHED_STL_LNTL-01 SCHED_CONC_GRBM-01 CONCRETE WALL SCHEDULE 3 CONCRETE WALL SCHEDULE WALLS NOT DESIGNATED IN PLAN 2 CONCRETE REINFORCING BAR LAP SPLICE SCHEDULE CONCRETE REINFORCING BAR LAP SPLICE SCHEDULE REQUIREMENT FOR CASE 1 LAP LENGTHS 1 CONCRETE FOOTING SCHEDULE CONCRETE FOOTING SCHEDULE 4 CONCRETE PIER SCHEDULE CONCRETE PIER SCHEDULE 5 VENEER LINTEL SCHEDULE VENEER LINTEL SCHEDULE 6 CONCRETE GRADE BEAM SCHEDULE CONCRETE GRADE BEAM SCHEDULE TOP OF BEAM = 98'-6" TYPICAL 2.1/2" . COMMENTSTOP AND BOTTOM WALL TYPEHORIZONTAL REINFORCINGMARK THICKNESS VERTICAL CW-8A 8" #4 AT 18" O.C. #4 AT 12" O.C. (1) #4 A TYPE 'D' VERTICAL TYPE 'C' REINFORCING REINFORCING HORIZONTAL NO SCALE TYPE 'B' VERTICAL REINFORCING HORIZONTAL LC TYPE 'A' REINFORCING WALL REINFORCING PLACEMENT TYPES: ABBREVIATIONS: E.F. I.F. O.F. EACH FACE INSIDE FACE OUTSIDE FACE INSIDEFACECONCRETE FOUNDATION WALL NOTES: 1. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. REINFORCINGTHICKNESSVERTICAL HORIZONTAL 6" #4 AT 18" O.C. #4 AT 16" O.C. 8" #4 AT 18" O.C. #4 AT 12" O.C. 10" #4 AT 16" O.C. #5 AT 15" O.C. 12" #4 AT 18" O.C. E.F. #4 AT 16" O.C. E.F. NO SCALE BAR SIZE f'c = 3000psi & f'c = 3500 psi f'c = 4000psi & f'c = 4500 psi f'c = 5000psi f'c = 6000psi REGULAR TOP CLASS BABA CLASS REGULAR TOP CLASS BABA CLASS REGULAR TOP CLASS BABA CLASS REGULAR TOP CLASS BABA CLASS #3 17" 22" 22" 28" 15" 19" 19" 24" 13" 17" 17" 22" 12" 16" 15" 20" #4 22" 29" 29" 37" 19" 25" 25" 32" 17" 22" 22" 29" 16" 20" 20" 27" #5 28" 36" 36" 47" 24" 31" 31" 40" 22" 28" 28" 36" 20" 26" 26" 33" #6 33" 43" 43" 56" 29" 37" 37" 48" 26" 33" 33" 43" 24" 31" 31" 40" #7 48" 63" 63" 81" 42" 54" 54" 70" 37" 49" 49" 63" 34" 44" 44" 58" #8 #9 #10 #11 55" 72" 72" 93" 48" 62" 62" 80" 43" 56" 55" 72" 39" 51" 51" 66" 62" 81" 81" 105" 54" 70" 70" 91" 48" 63" 63" 81" 44" 57" 57" 74" 70" 91" 91" 118" 61" 79" 79" 102" 54" 70" 70" 91" 50" 64" 64" 83" 78" 101" 101" 131" 67" 87" 87" 113" 60" 78" 78" 101" 55" 71" 71" 93" TABULATED VALUES ARE FOR CASE 1 REINFORCEMENT, WHERE THE REQUIREMENTS OF TABLE BELOW ARE MET. WHERE THESE CONDITIONS ARE NOT MET, MULTIPLY THE LAP LENGTHS (Ꝭd) BY 1.5. BAR CLEAR SPACING CLEAR COVER STIRRUPS OR TIES NO REQUIREMENT db = BAR DIAMETER >=db >=db >=db>=2db >=CODE FOR MINIMUM THROUGHOUT Ꝭd NO SCALE WIDTHMARK LENGTH DEPTH No. SIZE LENGTH SPACING REINFORCING CROSSWISE COMMENTSREINFORCING LENGTHWISE No. SIZE LENGTH SPACING . FTS2.0 2'-0" CONT 12" - #4 1'-6" 48" 3 #4 CONT EQ THICKENED SLAB FS3.0 3'-0" 3'-0" 12" 3 #5 2'-6" EQ 3 #5 2'-6" EQ FS3.5 3'-6" 3'-6" 12" 3 #5 3'-0" EQ 3 #5 3'-0" EQ FS4.0 4'-0" 4'-0" 12" 4 #5 3'-6" EQ 4 #5 3'-6" EQ FS4.5 4'-6" 4'-6" 12" 4 #5 4'-0" EQ 4 #5 4'-0" EQ FS5.0 5'-0" 5'-0" 12" 5 #5 4'-6" EQ 5 #5 4'-6" EQ FS6.0 6'-0" 6'-0" 13" 6 #5 5'-6" EQ 6 #5 5'-6" EQ FS6.5 6'-6" 6'-6" 14" 7 #5 6'-0" EQ 7 #5 6'-0" EQ FS7.0 7'-0" 7'-0" 15" 8 #5 6'-6" EQ 8 #5 6'-6" EQ FS7.5 7'-6" 7'-6" 16" 7 #6 7'-0" EQ 7 #6 7'-0" EQ FS8.0 8'-0" 8'-0" 17" 8 #6 7'-6" EQ 8 #6 7'-6" EQ FS5.5 5'-6" 5'-6" 12" 5 #5 5'-0" EQ 5 #5 5'-0" EQ FS8.5 8'-6" 8'-6" 18" 8 #6 8'-0" EQ 8 #6 8'-0" EQ CONCRETE FOOTING NOTES: 1. PLACE ALL FOOTING REINFORCING IN THE BOTTOM OF THE FOOTING WITH 3" CLEAR CONCRETE COVER (UNO). 2. TOP REINFORCING, WHERE OCCURS, SHALL BE PLACED IN THE TOP OF THE FOOTING WITH 2" MINIMUM CONCRETE COVER. 3. IF FOOTINGS ARE EARTH-FORMED, FOOTINGS SHALL BE 6" LONGER AND WIDER THAN SCHEDULED. 4. RUN CONTINUOUS FOOTING REINFORCEMENT THROUGH SPOT FOOTINGS. 5. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 6. SOME SCHEDULED FOOTINGS MAY NOT BE USED, SEE FOOTING AND FOUNDATION PLAN FOR FOOTING MARKS. CONCRETE REINFORCING BAR LAP SPLICE NOTES: 1. THIS SCHEDULE SHALL BE USED FOR ALL BAR SPLICES IN CONCRETE WALLS, UNLESS NOTED OTHERWISE. 2. CLASS 'A' SPLICES MAY BE USED ONLY IN CASES WHERE 50% OR LESS OF THE BARS ARE SPLICED WITHIN THE LAP SPLICE LENGTH. 3. CLASS 'B' SPLICES SHALL BE USED FOR ALL SPLICES UNLESS THE REQUIREMENTS OF NOTE No. 2 ABOVE ARE MET. 4. TIES AND STIRRUPS SHALL NOT BE SPLICED. 5. DO NOT SPLICE VERTICAL BARS IN RETAINING WALLS UNLESS SPECIFICALLY SHOWN. 6. THE VALUES TABULATED IN SCHEDULE ARE FOR GRADE 60 REINFORCING BARS. FOR GRADE 75, MULTIPLY LAP LENGTHS BY 1.25 AND FOR GRADE 80, MULTIPLY BY 1.33. 7. THE VALUES TABULATED IN SCHEDULE ARE MINIMUM REQUIREMENTS. LONGER LENGTHS MAY BE USED FOR CONSTRUCTIBILITY. 8. TOP BARS ARE CLASSIFIED AS HORIZONTAL BARS WHERE 12", OR MORE, OF FRESH CONCRETE IS CAST BELOW THE REINFORCING BAR. 9. FOR EPOXY-COATED OR ZINC AND EPOXY DUAL-COATED BARS WITH CLEAR COVER < 3d b OR CLEAR SPACING <6d b, MULTIPLY LAP LENGTHS BY 1.5. FOR ALL OTHER CASES MULTIPLY BY 1.2 10. FOR LIGHT WEIGHT CONCRETE, MULTIPLY LAP LENGTHS BY 1.33 UNLESS THE AVERAGE SPLITTING TENSILE STRENGTH (F ct) IS SPECIFIED. FOR LIGHT WEIGHT CONCRETE WHERE F ct IS SPECIFIED, REFER TO ACI318-14 SECTION 19.2.4.3 11. SPLICES FOR BUNDLED BARS: a. FOR BUNDLED BARS OF THREE OR LESS, LAP SPLICE LENGTHS SHALL BE MULTIPLIED BY 1.2. b. FOR BUNDLED BARS OF FOUR OR MORE, LAP SPLICE LENGTHS SHALL BE MULTIPLIED BY 1.33. c. INDIVIDUAL BAR SPLICES WITHIN A BUNDLE SHALL NOT OVERLAP. d. ENTIRE BUNDLES SHALL NOT BE LAP SPLICED. 12. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. FC10.5 10'-6" SEE PLAN 25" - #7 10'-0" 13" 10 #7 CONT EQ FC2.0 2'-0" CONT. 12" - #5 1'-6" 18" 3 #5 CONT EQ REINFORCE TOP AND BOTTOM NO SCALE PIER SIZEMARK COMMENTSTYPETIESVERTICAL REINFORCING TOP OF PIER = 99'-0" CP-30A 30"x26" (8) #8 #4 AT 6" O.C. B TYPE "C" CONCRETE PIER NOTES: 1. INSTALL (3) SETS OF TIES WITHIN TOP 5" OF ALL PIERS (UNO). 2. RUN HORIZONTAL CONCRETE WALL REINFORCING CONTINUOUS THROUGH PIER WHEN PIER IS POURED MONOLITHICALLY WITH CONCRETE WALL. 3. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. TYPE "B" CP-16A 16"x26" (6) #8 #4 AT 6" O.C. A CP-48A 48"x26" (12) #8 #4 AT 6" O.C. C NO SCALE SIZE OF ANGLE 8'-0" TO 10'-0" UP TO 8'-0" CLEAR OPENING 10'-0" TO 12'-0" 15'-1" AND OVER 12'-0" TO 15'-0" REQUIRES SPECIAL ANALYSIS L6x4x3/8 (LLV) L5x3x3/8 (LLV) NOTE: LINTELS CARRY VENEER ONLY. WHERE FLOORS, ROOFS, OR CONCENTRATED LOADS OCCUR, FURTHER ANALYSIS IS NECESSARY. PROVIDE 1" OF BEARING AT EACH END FOR EACH FOOT OF SPAN. MINIMUM BEARING OF 6" EACH SIDE OF OPENING. USE THIS SCHEDULE UNLESS NOTED OTHERWISE. STEEL ANGLES SHALL BE GALVANIZED AT EXTERIOR CONDITIONS. FS9.0 9'-0" 9'-0" 18" 8 #6 8'-6" EQ 8 #6 8'-6" EQ REINFORCE TOP AND BOTTOM REINFORCE TOP AND BOTTOM FS11.5 11'-6" 11'-6" 22" 10 #7 11'-0" EQ 10 #7 11'-0" EQ REINFORCE TOP AND BOTTOM FS13.0 13'-0" 13'-0" 24" 12 #7 12'-6" EQ 12 #7 12'-6" EQ REINFORCE TOP AND BOTTOM NO SCALE BEAM SIZEMARK COMMENTSTYPETIESLENGTHWISE REINFORCING .CGB-26A 26"x29" (8)#5 (3)#3 AT 12" O.C. A TYPE "A" CONCRETE GRADE BEAM NOTES: 1. GRADE BEAM MAY BE POURED MONOLITHICALLY WITH CONCRETE FOOTING. 2. GRADE BEAM SHALL BE POURED MONOLITHICALLY WITH CONCRETE PIER. 3. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. TYPE "B" CGB-26B 26"x32" (8)#5 (3)#3 AT 12" O.C. A CGB-26C 26"x48" (10)#5 (4)#3 AT 12" O.C. B CGB-26D 26"x42" (10)#5 (4)#3 AT 12" O.C. B TYPE "A" .FC4.0 4'-0" 9'-0" 12" 9 #5 3'-6" EQ 5 #5 8'-6" EQ REINFORCE TOP AND BOTTOM TYPE "D" TOP OF PIER = 99'-0" TOP OF PIER = 99'-0" TOP OF PIER = 99'-0" TOP OF PIER = 99'-0" CP-30B 30"x30"x26" (12) #8 #4 AT 6" O.C. D CP-30C 30"x18" (8) #8 #4 AT 6" O.C. E L5x3x1/4 (LLV) L5x3x5/16 (LLV) CP-38A 38"x38"x26" (12) #8 #4 AT 6" O.C. D TYPE "E" STRUCTURALBHB w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. Little 2021c PROJECT MANAGER DRAWN BY PRINCIPAL IN CHARGE PROJECT TEAM REVISIONS PROJECT NAME SHEET TITLE PROJECT NO. SHEET NUMBER ISSUE FOR ISSUE DATE 1300 Dove Street, Suite 100 Newport Beach, CA. 92660 T: 949.698.1400 SEAL CONSULTANT CLIENT NAME PROJECT NAME CONTRACTOR 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 1/13/2022 2:53:05 PMBIM 360://200416 - Victory Baptist Church/201131_S-MODL(2020)_BHB360.rvt201131 1/13/2022 S601 SCHEDULES VICTORY BAPTIST CHURCH & SCHOOL 100% CONSTRUCTION DOCUMENT 227 N Magnolia AveAnaheim, CA. 92801VICTORY BAPTIST CHURCH & SCHOOLJS CB SP VICTORY BAPTIST CHURCH ERICKSON-HALL CONSTRUCTION NO. REASON DATE 20 1/13/202220 TECR HI TCIAL IF O NRDCENSELI OFSTATE C A A NO. C12955JAYR.T ITTL EREN. 11-30-23 1/13/202220 CUP AMENDMENT 01/24/202203/14/2022 SCHED_STL_COL-01 1 STEEL COLUMN SCHEDULE STEEL COLUMN SCHEDULE 'ed' 'ed' 'ed' 'ed''co' 'co' 'ed' 'ed''sp''ed' 'ed' 'co''co''ed' 'ed' 'ed''ed' 'sp''ed' 'ed' 'co' 'co' 'ed' 'ed''bc''ed' 'ed' 'co' 'co' 'ed' 'ed''bc''ed' 'ed' 'co''co'NO SCALE MARK SIZE STEEL BASE PLATE STEEL CAP PLATE COMMENTS .SC-6A HSS6x6x3/16 3/4" (SBP-2) 5/8" (SCP-1) STEEL BASE PLATE TYPES: sp = 3" MINIMUM BASE PLATE SBP-1 BASE PLATE SBP-2 BASE PLATE SBP-3 STEEL CAP PLATE TYPES: PLATE LEGEND co = 1/2" MINIMUM ed = 1.1/2" MINIMUM w = BEAM OR GIRDER GAGE + 3" OR BEAM OR GIRDER WIDTH + 1" OR COLUMN WIDTH + 1" WHICHEVER IS GREATER CAP PLATE SCP-1 'w' bc = BEAM OR GIRDER GAGE STEEL COLUMN NOTES: 1. UNLESS NOTED OTHERWISE, ALL COLUMNS SHALL BE INSTALLED WITH (4) 3/4"∅ ANCHOR RODS WITH 3" MINIMUM HOOKS. PROJECT ANCHOR RODS 3" MINIMUM ABOVE THE TOP OF THE BASE PLATE. EMBEDMENT SHALL BE 9" MINIMUM. ALL RODS SHALL BE INSTALLED WITH HARDENED WASHERS BENEATH THE NUT. ANY BOLT HOLES LARGER THAN THE ROD DIAMETER PLUS 5/16" SHALL HAVE 5/16" PLATE WASHERS INSTALLED BENEATH THE HARDENED WASHERS. 2. ALL CAP PLATE BOLTS SHALL BE 3/4"DIA A325N BOLTS, TYPICAL UNLESS NOTED OTHERWISE. 3. ANCHOR RODS SHALL NOT BE WELDED (INCLUDING TACK WELDS). 4. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. SC-6B HSS6x6x3/16 3/4" (SBP-3) 5/8" (SCP-1) SC-6C HSS6x6x5/16 3/4" (SBP-2) 5/8" (SCP-1) SC-6D HSS6x6x5/16 3/4" (SBP-1) 5/8" (SCP-1) SC-6E HSS6x6x3/8 3/4" (SBP-1) 5/8" (SCP-1) SC-6F HSS6x6x1/2 1" (SBP-1) 3/4" (SCP-1) SC-6G HSS6x6x3/16 3/4" (SBP-4) 3/4" (SCP-1)COLUMN SUPPORTED BY BEAM BELOW BASE PLATE SBP-4 'w' SC-6H HSS6x6x1/4 3/4" (SBP-4) 3/4" (SCP-1)COLUMN SUPPORTED BY BEAM BELOW SC-4A HSS4x4x1/4 3/4" (SBP-2) 3/4" (SCP-2) SC-4B HSS4x4x1/2 1" (SBP-1) 1/4" CLOSURE PLATE CAP PLATE SCP-2 W1 W1W1 W1W1 W1 W1 W1 W1 W1 W1 5/16 REQ'D AT LOCATIONS ONLY (3) SIDES 5/16 REQ'D AT LOCATIONS ONLY (3) SIDES5/16 REQ'D AT LOCATIONS ONLY (3) SIDES 5/16 REQ'D AT LOCATIONS ONLY (3) SIDES5/16 REQ'D AT LOCATIONS ONLY (3) SIDES 5/16 REQ'D AT LOCATIONS ONLY (3) SIDES 5/16 REQ'D AT LOCATIONS ONLY (3) SIDES 5/16 REQ'D AT LOCATIONS ONLY (3) SIDES 5/16 REQ'D AT LOCATIONS ONLY (3) SIDES 5/16 REQ'D AT LOCATIONS ONLY (3) SIDES 5/16 REQ'D AT LOCATIONS ONLY (3) SIDES SCHED_STL_BOLT-0.75-SS-HSSWF-01 2 TYPICAL 3/4"DIA BOLTED WEB PLATE CONNECTIONS WITH BOLT SCHEDULE A-325 BOLT SCHEDULE [SINGLE SHEAR STEEL TUBE AND WIDE FLANGE COLUMN] BOLT DIAMETER FOR BOTH THE PLATE AND THE BEAM WEB. BOLT EDGE DISTANCE, Lev SHALL BE 1.1/4" FOR BOLT DIAMETERS 7/8" OR LESS AND 1.3/4xBOLT DIAMETER FOR BOLT DIAMETERS GREATER THAN 7/8". 5/16 FOR THICKNESS SEE ANGLE.TYPTYPTYPt TYPTYPtTYPTYPCLEARANCES PROVIDE MINIMUM TO 1/4"tTYP3/16" 7 7 3/4" 3/4"TYPTYPTYP3/4"TYP3/4" TYPTYP 3" TYP 3" NO SCALE MAXIMUM BEAM SIZE IN EACH BEAM DEPTH GROUP A-325N BOLTS No. PER BEAM SIZE W8 2 3/4"DIA W10 2 3/4"DIA W12 3 3/4"DIA W14 3 3/4"DIA W16 4 3/4"DIA W18 5 3/4"DIA W21 6 3/4"DIA W24 7 3/4"DIA W27 8 3/4"DIA W30 9 3/4"DIA 3 BOLT SPACING SHALL BE 3" MIN, TYP. WHEN MORE THAN ONE ROW OF BOLTS IS NEEDED, THE4 FIRST ROW SHALL BE A COMPLETE ROW WITH THE REMAINDER OF THE BOLTS PLACED IN THE SECOND ROW. BEAM TO WIDE FLANGE COLUMN WEB PLATE CONNECTION TYP WEB PLATE 1/2 STIFFENER PLATE BEAM TO WIDE FLANGE COLUMN WEB PLATE CONNECTION TYP WEB PLATE 1/2" STIFFENER PLATE BEAM TO BEAM WEB PLATE CONNECTION TYP WEB PLATE STEEL BEAM STEEL BEAM TYP 3-SIDES SHEAR TAB STEEL BEAM STEEL BEAM BEAM TO PARALLEL BEAM WEB PLATE CONNECTION TYP WELD + 1/16" TYP WELD t BACKING BAR 3/8"x1" (BEVEL) t SHEAR CONNECTOR PLATES AT SKEWED MEMBERS CONDITION A FOR SKEWS UP TO 30° CONDITION B FOR SKEWS 30° TO 45° CONDITION C FOR SKEWS 45° TO 60° BACKING BAR 3/8"x1" (BEVEL) BEAM TO BEAM SHEAR TAB CONNECTION STEEL BEAM SHEAR TAB BEAM WEB STIFFENER BOLT EDGE DISTANCE, Leh SHALL BE EQUAL TO TWICE THE7 8 ASD CAPACITY 16.45K 21.2K 24.45K 31.8K 42.4K 53.0K 63.6K 74.2K 84.8K 95.4K 2 1 SHEAR TAB SHALL BE 3/8" THICK. 5/16" FILLET WELD EACH SIDE OF SHEAR TAB. 5 SINGLE ANGLE CONNECTION WHERE REQUIRED BY NOTE No. 5BEAM TO HSS COLUMN SHEAR TAB CONNECTION TYP SHEAR TAB DETAILS FOR CONTINUITY PLATE REQUIREMENTS. 6 AT MOMENT FRAME COLUMNS, SEE MOMENT CONNECTION OR5/16 STEEL COLUMN TRIM LEG IF WIDER THAN COLUMN 5/16 WALL IS TOO THIN. HSS COLUMN THAT DO NOT HAVE A MINIMUM 1/4" WALL THICKNESS SHALL USE A SINGLE ANGLE CONNECTION WHERE STEEL TUBE OR5/16 1 2 2 2 2 2 2 2 2 2 8 1 1 1 1 1 1 7 7 7 788833336 2 6 6 WEB PLATE STEEL BEAM STEEL COLUMN 1 WEB PLATE STEEL BEAM STEEL COLUMN 1 WEB PLATE STEEL BEAM STEEL COLUMN 1 WOOD POST SCHEDULE (WP-x) 3 WOOD COLUMN SCHEDULE (WC-x) 200416_S602-03 MARK DESIGNATION CONNECTION WP-8A 8x8 DFL NO. 2 NO SCALE SIMPSON 'MPBZ' WP-14A 8x14 DFL SELECT STRUCTURAL SEE 4/S602 4 WOOD COLUMN EMBED PLATE ASSEMBLY AT CANTILEVERED TRELLIS 200416_S602-04 1'-8" 8"1"5"1 1/2" 4 1/2"1 1/2"4"2"3"1 1/2"1/2" TYP TOP CONCRETE PIER TOP CONCRETE PIER SECTION 'A' SECTION 'B' 3/8" THICK EMBED PLATE TO MATCH BASE PLATE PATTERN 1" THICK EMBEDDED BASE PLATE WITH (6) 1.1/4" DIA ANCHOR BOLTS SADDLE PLATE, SEE DETAILS 1/4 3/8 3/8 1" THICK EMBEDDED BASE PLATE WITH (6) 1.1/4" DIA ANCHOR BOLTS SADDLE PLATE, SEE DETAILS CENTER LINE OF CONCRETE PIER BELOW CENTER LINE OF CONCRETE PIER BELOW SADDLE PLATE, SEE DETAILS 3/8" THICK EMBED PLATE TO MATCH BASE PLATE PATTERN A A B NO SCALE STRUCTURALBHB w w w . l i t t l e o n l i n e . c o m This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. Little 2021c PROJECT MANAGER DRAWN BY PRINCIPAL IN CHARGE PROJECT TEAM REVISIONS PROJECT NAME SHEET TITLE PROJECT NO. SHEET NUMBER ISSUE FOR ISSUE DATE 1300 Dove Street, Suite 100 Newport Beach, CA. 92660 T: 949.698.1400 SEAL CONSULTANT CLIENT NAME PROJECT NAME CONTRACTOR 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 1/13/2022 2:53:05 PMBIM 360://200416 - Victory Baptist Church/201131_S-MODL(2020)_BHB360.rvt201131 1/13/2022 S602 SCHEDULES VICTORY BAPTIST CHURCH & SCHOOL 100% CONSTRUCTION DOCUMENT 227 N Magnolia AveAnaheim, CA. 92801VICTORY BAPTIST CHURCH & SCHOOLJS CB SP VICTORY BAPTIST CHURCH ERICKSON-HALL CONSTRUCTION NO. REASON DATE 20 1/13/202220 TECR HI TCIAL IF O NRDCENSELI OFSTATE C A A NO. C12955JAYR.T ITTL EREN. 11-30-23 1/13/202220 CUP AMENDMENT 01/24/202203/14/2022 UPFACP PROPERTY LINEGATE; FIRE DEPT. ACCESS GATE w/KNOX BOXGATE; FIRE DEPT.ACCESS GATE w/ KNOXBOXGATE; FIRE DEPT. ACCESS GATEw/ KNOX BOXES ON BOTH SIDESTRANSFORMER8x10 PROPOSED4'-0" CL FENCE; TYP.ALONG WALKWAYS &BETWEEN PLAYGROUNDAREAS @ WEST TYP.PROPOSED NEW BUILDINGSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSPRE-SCHOOL PLAYGROUND8,400 SF REQUIRED8455.93 SF ACTUALINFANTS/ TODDLERS PLAYGROUND3,300 SF REQUIRED3302.41 SF ACTUALSCHOOL AGE PLAYGROUND2,100 SF REQUIRED2103.25 SF ACTUALPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINE5' LANDSCAPE @ N, S,and W BOUNDARIESPROPERTY LINEPROPERTY LINE N MAGNOLIA AVE.TWO'S /PRESCHOOLPLAYGROUND3,600 SF REQUIRED3604.48 SF ACTUALEXITENTRYEXITENTRYF.H.F.H.6' STEELPICKET FENCE6' STEELPICKET FENCEPARKING LOT B 6' CL FENCE @PERIMETER UNLESSNOTED OTHERWISEGATE; FIRE DEPT. ACCESS GATE w/KNOX BOXPARKING LOT AGATE w/ PANIC EXIT DEVICE;FENCING @ AREA BENEATHSTAIRMONUMENT SIGNFUTURE DUAL ELECTRICVEHICLE SUPPLYEQUIPMENT, TYP.TRASH ENCLOSURE ON 4" CONC. SLAB;6" CMU WALLS w/ 6" WIDE CONC. CURBS& DOUBLE DOORS w/ WELDED DOORFRAMES PER CITY OF ANAHEIM DETAILSSEWER POC PERRCP2020-17168SIDEWALK ANDSTREETIMPROVEMENTSPER RCP2020-17168DOMESTIC WATERPOCON-SITE SEWER PERBLD2021-03281SSSSSSSSSSFUTURE DUAL ELECTRICVEHICLE SUPPLYEQUIPMENT, TYP.5 IN-GROUND BIKE RACKw w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are theproperty of Little Diversified ArchitecturalConsulting. The reproduction, copying or otheruse of this drawing without their written consentis prohibited and any infringement will be subjectto legal action.Little 2021cPROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATE1300 Dove Street, Suite 100Newport Beach, CA. 92660T: 949.698.1400SEALCONSULTANTCLIENT NAMEPROJECT NAMECONTRACTOR5/18/2021 4:13:32 PM C:\Users\carmelle.luminarias\Documents\6121562700 Victory Baptist Church & School_Revit 2020_CENTRAL_carmelle.luminarias.rvt 612156270007/07/21VICTORY BAPTISTCHURCH & SCHOOLCITY SUBMITTALDOCUMENT227 N Magnolia Ave Anaheim, CA. 92801 VICTORY BAPTIST CHURCH & SCHOOLJ.C.S.M.F.S.M.F.VICTORY BAPTISTCHURCHERICKSON-HALLCONSTRUCTIONNO.REASONDATE898 N. Fair Oaks Ave., Suite EPasadena, CA 91103Phone: (626) 696-3850EngineousGroup, Inc.E 1.0.1ELECTRICALSITE PLANSCALE: 1/16" = 1'0"NLED WALL MOUNT LUMINAIRESWNTW-A-WM-T3-3L-40K-UL-BZ - CREE LIGHTINGEXTERIOR BUILDING24W 3500L 4000K42 INCH LED BOLLARDBLC-BD-A-BLD-2L-40K-T5-42-MB - CREE LIGHTINGEXTERIOR WALKWAY20W 2450L 4000K9' POLE LED AREA LIGHT - 3' BASE - BACKLIGHT SHIELD - OSQ-BLSMFPS3AOSQM-B-9L-40K7-3M-UL-NM-BZ - CREE LIGHTINGPARKING LOTMOUNT: OSQ-ML-B-AA (ADJUSTABLE ARM) SEE PLAN FOR TILT DEGREE60W 7275L 4000K9' POLE LED AREA LIGHT - 3' BASEPS4AOSQM-B-9L-40K7-4M-UL-NM-BZ - CREE LIGHTINGPARKING LOTMOUNT: OSQ-ML-B-AA (ADJUSTABLE ARM) SEE PLAN FOR TILT DEGREE60W 9200L 4000K9' POLE LED AREA LIGHT - 3' BASEPS4OSQM-B-9L-40K7-4M-UL-NM-BZ - CREE LIGHTINGPARKING LOTMOUNT: OSQ-ML-B-DA (DIRECT ARM)60W 9200L 4000KLED WALL SCONCE - 0 TO 10V DIMMINGSCLED-FX5-DWS-25-33-930-BK - E-CONOLIGHTCOLUMNS25W 1750L 3000KTREE LANDSCAPE UPLIGHTTL5012-30BZ - WAC LIGHTINGTREES15W 900L 3000KSCALE: 2NONEEV CHARGER STUB UP DETAIL.TECRHITCIALIFONR DCE NSEL I OFSTATECAANO. C12955J AYR.TITTLEREN. 11-30-2303/14/2022 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Zone #11.2 fc10.6 fc0.0 fcN/AN/ACalc Zone #22.8 fc24.0 fc0.0 fcN/AN/AScheduleSymbolLabelQuantityManufacturerCatalog NumberDescriptionNumber LampsLumens Per LampLight Loss FactorWattageBL14CREE LIGHTINGC-BD-A-BLD-2L-40K-T5-xxBollard124500.819SC4naturaLEDLED-FX5DWS25-33S-930-BKLED-FX5DWS25/33S/930/BK118290.824.6796W26Cree IncNTW-A-WM-T3-3L-40K-UL-BZWall Sconce133310.824.2PS3A3Cree LightingOSQM-B-9L-40K7-3M-Ux-xx-xx-Q9 w-OSQ-BLSMF CONFIGURED FROM OSQL-B-30L-40K7-3M-UL-xx-xx-xx--xx w_OSQ-BLSLFCONFIGURED FROM OSQ Large, 30L Lumen Package, 40K CCT, Type III Medium w/ Backlight Shield172750.860PS4A7Cree LightingOSQM-B-9L-40K7-4M-Ux-xx-xx-Q9 CONFIGURED FROM OSQL-B-30L-40K7-4M-UL-xx-xx-xx-xxCONFIGURED FROM OSQ Large, 30L Lumen Package, 40K CCT, Type IV Medium Optic192000.860PS418Cree LightingOSQM-B-9L-40K7-4M-Ux-xx-xx-Q9 CONFIGURED FROM OSQL-B-30L-40K7-4M-UL-xx-xx-xx-xxCONFIGURED FROM OSQ Large, 30L Lumen Package, 40K CCT, Type IV Medium Optic192000.860w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are theproperty of Little Diversified ArchitecturalConsulting. The reproduction, copying or otheruse of this drawing without their written consentis prohibited and any infringement will be subjectto legal action.Little 2021cPROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATE1300 Dove Street, Suite 100Newport Beach, CA. 92660T: 949.698.1400SEALCONSULTANTCLIENT NAMEPROJECT NAMECONTRACTOR5/18/2021 4:13:32 PM C:\Users\carmelle.luminarias\Documents\6121562700 Victory Baptist Church & School_Revit 2020_CENTRAL_carmelle.luminarias.rvt 612156270007/07/21VICTORY BAPTISTCHURCH & SCHOOLCITY SUBMITTALDOCUMENT227 N Magnolia Ave Anaheim, CA. 92801 VICTORY BAPTIST CHURCH & SCHOOLJ.C.S.M.F.S.M.F.VICTORY BAPTISTCHURCHERICKSON-HALLCONSTRUCTIONNO.REASONDATE898 N. Fair Oaks Ave., Suite EPasadena, CA 91103Phone: (626) 696-3850EngineousGroup, Inc.E 1.0.1PMBPHOTOMETRIC PLAN -MINIMUM PARKING &BOLLARDSSCALE: 1/16" = 1'0"NTECRHITCIALIFONR DCE NSEL I OFSTATECAANO. C12955J AYR.TITTLEREN. 11-30-23CUP AMENDMENT03/14/2022 “” “” GASGASGASGASGASGASGASGASGAS 0SCALE: 1" = 20'10204011GASGASGASGASGASGAS GASGASGASGASGAS GASGASGASGASGASGASGASGASGASGAS MPOE DNFACP DW UTILITY R-60-SS-2S-DUTILITY R-60-SS-2S-D ADVANCE 7-PS-55W/ K-170 KIT 15x20UTILITY R-30-SS-1S-DHDHDLAKE S ID E LAKES I DE FWE ETC-1826-19 INS FWE ETC-1826-19 INS Diamete r Diamete r RATIONAL SCC-201-G CLEANEXITSOILEDENTRANCEPREPDNDNSTAIRNO. 2STAIRNO. 3STAIRNO. 1P -DWG: P:\V\VBCX-001\dwg\Sheets\FW\FW-P0-01-TL.dwg BY: lucas - Jan 04, 2022 5:08:52pmPROJ:PLAN SET:DATE:YOU DIGBEFORETOLL FREEDIALA PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT1-800-422-4133YOU DIGDAYS BEFORETWO WORKINGPRIVATE FIRE WATER IMPROVEMENT PLANCITY OF ANAHEIM - COUNTY OF ORANGE - STATE OF CALIFORNIATRACT NO. 19019, LOT 1 TELTELCATVGAS GAS GAS GAS GAS GAS GAS GAS GAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASMPOEDN FACPDWUTILITY R-60-SS-2S-DUTILITY R-60-SS-2S-DADVANCE 7-PS-55W/ K-170 KIT15x20UTILITY R-30-SS-1S-DHDHDLAKESIDE LAKESIDE FWE ETC-1826-19 INSFWE ETC-1826-19 INSDiameter DiameterRATIONAL SCC-201-GCLEAN EXIT SOILED ENTRANCE PREP STAIR NO. 3 STAIR NO. 1 P - DWG: P:\V\VBCX-001\dwg\Sheets\FW\FW-P0-02-FW.dwg BY: lucas - Jan 21, 2022 10:32:25amPROJ:PLAN SET: DATE: YOU DIG BEFORE TOLL FREE DIAL A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1-800-422-4133 YOU DIG DAYS BEFORE TWO WORKING P - DWG: P:\V\VBCX-001\dwg\Sheets\FW\FW-P0-02-FW.dwg BY: lucas - Jan 04, 2022 5:10:53pmPROJ:PLAN SET: DATE: YOU DIG BEFORE TOLL FREE DIAL A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1-800-422-4133 YOU DIG DAYS BEFORE TWO WORKING 1300 Dove Street Suite 100 Newport Beach, CA 92660 Telephone: 949.698.1400 Fax: 949.698.1433 LETTER OF REQUEST 227 North Magnolia Avenue, Anaheim, California Victory Baptist Church & School The following revisions to the Project have taken place since approval of the CUP: 1.The height to the Educational wing (north portion) has been reduced 4’ in height from grade to top of parapet of 35’-0” down to 31’-0”. The interior floor to floor heights have been reduced to account for this exterior height reduction. Note: That there have not been any changes to the overall footprint of the building or to the gross area of the building. 2.The originally approved site plan did not provide for adequate outdoor play areas which are required to obtain State Licensing approval of the Child Care program being offered. To provide for these areas, the plan has been modified to push the building east by 74 ft. This allows, then, for the fire lane plus two (2) rows of parking plus outdoor play areas each sized to meet State Licensing requirements. There are now (4) outdoor play areas for: A.Infants B.Toddlers C.Pre-School Age, and D.School Age. These areas will be separately fenced and will include age appropriate play equipment, play surfacing, and shade structures. Fire Department pedestrian paved access pathways are being provided within the play areas, with gates and Knox boxes at each gate for their access. 3.The pedestrian walkway along the north property line has been relocated to be on axis with the Church entrance. This will provide a more direct pedestrian access from Magnolia to the building entrance. Where the sidewalk was along the north property line is now replaced with landscaping. 4.The location of the trash enclosure has been revised to be off of the NE corner of the building where the Fire Lanes “T”. This enclosure will have a trellis structure above and is designed to meet City Standards. ATTACHMENT NO. 3 1300 Dove Street Suite 100 Newport Beach, CA 92660 Telephone: 949.698.1400 Fax: 949.698.1433 5. A new 2nd floor exit stair has been added to meet Building Code exiting requirements. This stair lands within the Infant outdoor play area. 6. A portion of the on-site parking has been moved from in front of the building to be in the rear of the building. July 9, 2021 Parking demand analysis Victory Baptist Church Anaheim California PARKING CALCULATIONS: Victory Anaheim has a total of 146 parking spaces. There are several uses which require different amounts of parking during the week, evenings and on Sunday as follows: DURING THE WEEK: WEEKNIGHTS: Week nights after 6PM are the least used times in the church calendar. One evening a week the church may have some special event which would bring roughly 150 people to the facility in need of 50 parking spaces. SUNDAY: Sunday use is primarily happening in one service - perhaps two services as the church grows. Each service can accommodate a maximum of 320 persons in the worship area which includes children at the start if service over the age of 6. Babies thru Kindergarten will be in a nursery / childcare. Total estimate of both worship, nursery, staff and childcare is a maximum of 340 persons. This would result in a nee of 136 spaces based on 2.5 persons per vehicle. TIME FRAME EXPLANATION # SPACES REQUIRE D Weekdays: 6AM - 6PM - Early Learning Center Staffing requirements result in one staff for every 6 children on an average, While there will be 165 - 200 children at the center at some point each week, they are not all there at the same time. For instance, “before and after school” kids are only there on early morning and late afternoons. Some kids attend Monday, Wednesday and Friday while others come on Tuesday and Thursday. Worst case scenario is that we would have 32 staff requiring 32 parking spaces. 32 Weekdays: 6AM - 6PM - Early Learning Center Parents- drop off and pick up is very quick but generally need 10 spaces that are occupied at any one time. 10 Weekdays: 9AM - 5PM - Victory Church Staff and Volunteers 10 Guests who come to be with staff 5 15 TOTAL WEEKDAYS 57 PO Box 150326 OGDEN UTAH 84403 PARKING COUNT Total spaces provided: 146 Parking lot A: 90 Accessible Spaces: Required: 4 Provided: 4 Van Accessible Spaces: Required: 1 Provided: 1 Parking lot B: 56 Accessible Spaces: Required: 3 Provided: 3 Van Accessible Spaces: Required: 1 Provided: 1 EV Spaces: Required: 7 Provided: 7 Accessible EV Spaces: Required: 1 Provided: 1 Clean Air Spaces: Required: 11 Provided: 11 Sincerely, Daniel Cook Daniel Cook l Architect 801.528.2511 (C) | dan@danielcookarchitect.com California Registered Architect #C 28134 PO Box 150326 OGDEN UTAH 84403 kimley-horn.com 1100 Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 September 20, 2021 Elizabeth B. Yee, Contract Planner Andy Uk, Associate Planner City of Anaheim Planning and Building Department 200 S. Anaheim Blvd., 1st floor Anaheim, CA 92805 Subject: DEV2021-00114 CEQA Determination Substantiation Ms. Yee and Mr. Uk, On June 9, 2020, the City of Anaheim City Council adopted the Initial Study leading to a Mitigated Negative Declaration (IS/MND) and approved the Victory Baptist Church and Townes at Magnolia Project including discretionary actions. Located at 227 North Magnolia Avenue (APNs 070-161-16 and 070-161-23), the project would demolish all existing on-site uses (Magnolia Montessori School and existing Victory Baptist Church facility) to allow for 59 townhomes on approximately 3.27 net acres of the 6.24-net-acre project site. The new Victory Baptist Church facility would be on approximately 2.97 net acres project site. The single church facility building would have a mix of uses totaling 38,035 square feet (sf) including a 320-seat sanctuary, café, kitchen, offices, classrooms, play area, lobbies, storage, and multipurpose rooms. In addition, the church would provide weekday day care services. The townhomes are under construction. In August 2021, a Development Application was submitted by Little Diversified Architectural Consulting to the City for its consideration of modifications to: (1) the church building’s height; (2) the fire lane drive aisle; (3) pedestrian walkway; (4) and outdoor play area/gathering area, which would require an amendment the previously approved CUP No. 2019096927. As part of the City’s consideration of these modifications, the City must determine whether additional California Environmental Quality Act (CEQA) documentation is required. Given these requested revisions, Kimley-Horn has reviewed the adopted IS/MND to determine whether these modifications to the Victory Baptist Church and Early Learning Center component of the project would change the conclusion of the IS/MND. As demonstrated in the attached memorandum, the IS/MND adequately address the impacts of the proposed Project with the revisions now under consideration. Accordingly, no further CEQA analysis is required by these proposed changes. Thank you for the opportunity to provide this analysis. Please feel free contact me at (714) 786-6128 or at dana.privitt@kimley-horn.com if you have any questions or require additional information. ATTACHMENT NO. 4 Page 2 kimley-horn.com 1100 Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 Sincerely, KIMLEY-HORN AND ASSOCIATES, INC. By: Dana C. Privitt, AICP Brian Leung Associate 3 Attachment Victory Baptist Church and Early Learning Center Modifications to the Approved Victory Baptist and Townes at Magnolia Project Revisions Under Consideration In August 2021, a Development Application was submitted by Little Diversified Architectural Consulting to the City for its consideration of modifications to: (1) the Victory Baptist Church building’s height; (2) the fire lane drive aisle; (3) pedestrian walkway; (4) and outdoor play area/gathering area, which would require an amendment the previously approved CUP No. 2019096927. The purpose of this memo is to provide the City of Anaheim with additional information to substantiate that proposed modifications to the Victory Baptist Church and Early Learning Center components to the overall Victory Baptist Church and Townes at Magnolia Project. The proposed modifications are adequately addressed in the Initial Study/Mitigated Negative Declaration (IS/MND), which was adopted by the Anaheim City Council on June 9, 2020. Background On June 9, 2020, the City of Anaheim City Council adopted the Initial Study leading to a Mitigated Negative Declaration (IS/MND) and approved the Victory Baptist Church and Townes at Magnolia Project, including the following discretionary actions: i. Zoning reclassification from T (Transition) and RM-2 (Multiple-Family Residential) to RM-3 (Multiple-Family Residential) on a 6.24-acre site; ii. Tentative parcel map for parcel conveyance of the proposed easement for road, public utility and other public purposes in favor of the City of Anaheim for separate church and residential uses; iii. Tentative tract map to accommodate a Community and Religious Assembly Use with a Day Care Center (Victory Baptist Church) on one parcel and separate residential parcel for condominium purposes (Townes at Magnolia); iv. Conditional use permit to allow for a Community and Religious Assembly Use with a Day Care Center (Victory Baptist Church and Early Learning Center) on an approximately 2.97-acre parcel; v. Conditional use permit for the development of a 59-unit, multi-family townhome project on a 3.27-acre parcel site (Townes at Magnolia) with modified development standards; and vi. Tier 2 Development Incentive to allow reduced building-to-building setbacks in exchange for offering six of the proposed townhomes in the Townes at Magnolia Project, at a purchase price that is affordable to Moderate-Income Households The project site is located at 227 North Magnolia Avenue (APNs 070-161-16 and 070-161-23). The approximately 6.86-gross-acre (6.24-net-acre) site is on the west side of North Magnolia Avenue between the signalized intersections of Crescent Avenue to the north and Lincoln Avenue to the south. The Magnolia Montessori School and Victory Baptist Church were previously located on the project site. 4 All prior uses on the site have been demolished. The townhome component of the project is under construction. The modified project would only occur within the Victory Baptist Church site and would not interfere with the active construction and development of the Townes at Magnolia Project. Previously Approved Project The approved project allowed for the demolition of the Magnolia Montessori School and existing Victory Baptist Church facility to allow for 59 townhomes on approximately 3.27 net acres of the 6.24-net-acre project site. As approved, the 2.97 net acre site would include a single church facility building with a mix of uses totaling 38,035 square feet (sf) including a 320-seat sanctuary, café, kitchen, offices, classrooms, play area, lobbies, storage, and multipurpose rooms. In addition, the church would provide weekday day care services. The first floor would include the Early Learning Center, sanctuary, some classrooms, and kitchen and café, and multipurpose room. The second floor would include staff offices, a conference room, and some adult education classrooms. The church facility would provide surface parking lot with 148 spaces. Figure 1 shows the approved site plan. Figure 1 Previously Approved Project Modified Project The modified project would maintain the same church use on approximately 2.97 net acres of the 6.24- net-acre project site. No change to land use, land intensity, or site boundaries would occur. The modified project would include minor building changes, an increase the number of outdoor play areas, minor pedestrian access modifications, and reconfiguration of surface parking. The modified project is depicted in Figure 2. 5 Figure 2 Modified Project Church Facility Building: No changes to the overall building footprint or gross area of the building are proposed. The northern portion of the building which would be the educational wing would have a reduced building height. The approved height is 35 feet and is now proposed to be 31 feet measured from grade to the top of the parapet. Interior floor heights have been modified to accommodate the building height reduction. In addition, the church facility building would shift 74 feet to the east to accommodate additional play areas (discussed below). A trash enclosure has been relocated to the northeast corner of the building. A 2nd floor exit stairwell, which has been added to meet California Building Code requirements, is proposed near the infant outdoor play area. Outdoor Play Areas: The modified project includes additional outdoor play areas to meet State licensing requirements for childcare programs. The modified project would provide four outdoor play areas for dedicated age groups: Infants, Toddlers, Pre-School, and School-age. All outdoor play areas would have play equipment structures, shade structures, and would be gated and enclosed with six-foot-high chain- link fencing. The infant playground would be located northeast of the church facility building, while the other three outdoor play areas be located west of the church facility building. Pedestrian pathways are proposed within the outdoor play areas. Pedestrian Access: The modified project would re-align the pedestrian walkway (previously located along the northern property line) to between the two driveway entrances on Magnolia Avenue for more direct access to the church facility building. The previously proposed walkway location would be replaced with landscaping. Parking Lot: The two driveway entrances on Magnolia Avenue would remain unchanged compared to the approved project. To accommodate the additional outdoor play areas, the church facility building is proposed to shift 74 feet to the east, which requires reconfiguration of the surface parking lot. The modified project would include two parking lot areas. Parking Lot A would remain along the church 6 facility’s frontage on Magnolia Avenue and provide 90 parking stalls, with ADA designated stalls near the main church facility entrance. Parking Lot B would include 56 stalls west of the church facility, adjacent to the pre-school and school-age outdoor play areas. The modifications would reduce the number of parking stalls from 148 to 146 stalls. However, the number of parking stalls and the proposed parking lot reconfiguration would still meet all required parking standards and code requirements from the Anaheim Municipal Code. ADA, Van Accessible, electric vehicle, and Clean Air spaces are provided throughout the project site. State CEQA Guidelines Section 15162 State CEQA Guidelines Section 15162 provides that when an EIR has been certified or a negative declaration adopted for a project, no subsequent EIR shall be prepared for that project unless the lead agency determines, on the basis of substantial evidence in the light of the whole record, one or more of the following conditions are met: (1) Substantial changes are proposed in the project which will require major revisions of the previous EIR or negative declaration due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effect; (2) Substantial changes occur with respect to the circumstances under which the project is undertaken which will require major revisions of the previous EIR or negative declaration due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; or (3) New information of substantial importance, which was not known and could not have been known with the exercise of reasonable diligence at the time the previous EIR was certified as complete or the negative declaration was adopted, shows any of the following: (A) The project will have one or more significant effects not discussed in the previous EIR or negative declaration; (B) Significant effects previously examined will be substantially more severe than shown in the previous EIR; (C) Mitigation measures or alternatives previously found not to be feasible would in fact be feasible and would substantially reduce one or more significant effects of the project, but the project proponents decline to adopt the mitigation measure or alternative; or (D) Mitigation measures or alternatives which are considerably different from those analyzed in the previous EIR would substantially reduce one or more significant effects on the environment, but the project proponents decline to adopt the mitigation measure or alternative. The previously adopted IS/MND concluded that impacts would be less than significant impacts with the incorporation of mitigation and the application of standard conditions. Potential impacts associated with the modified project would be the same as those described in the adopted IS/MND. As discussed in the IS/MND, conclusions are supported by substantial evidence, including project‐specific analyses of potential impacts. In addition, there are no substantial changes to the circumstances under which the proposed project modifications would be undertaken that would result in more severe environmental impacts than previously addressed in the adopted IS/MND. No new information of substantial importance shows that mitigation measures that were previously identified could not be applicable to the modified project or would substantially reduce one or more significant effects on the environment. Therefore, no conditions described in State CEQA Guidelines Section 15162 has occurred. 7 Based on the above, the modified project, which would modify the church building, outdoor play areas, pedestrian access, and parking lot would not result in any new additional significant impacts, nor would it substantially increase the severity of previously anticipated significant impacts. Thus, a new or substantially greater significant impact would not result from the modified project. In addition, all of the mitigation measures included as part of the adopted IS/MND would continue to be implemented. All of the impacts would be within the envelope of impacts identified in the adopted IS/MND, no additional environmental analysis pursuant to Section 15162 of the CEQA Guidelines is necessary. 200 S. Anaheim Blvd. Suite #162 Anaheim, CA 92805 Tel: (714) 765-5139 Fax: (714) 765-5280 www.anaheim.net ITEM NO. 7 PLANNING COMMISSION REPORT City of Anaheim PLANNING AND BUILDING DEPARTMENT DATE: APRIL 13, 2020 SUBJECT: RECLASSIFICATION NO. 2019-00322 CONDITIONAL USE PERMIT NO. 2019-06027 CONDITIONAL USE PERMIT NO. 2019-06028 MISCELLANEOUS CASE NO. 2019-00707 TENTATIVE PARCEL MAP NO. 2019-165 AND TENTATIVE TRACT MAP NO. 19019 LOCATION: 227 North Magnolia Avenue (Victory Baptist Church site) APPLICANT/PROPERTY OWNER: The applicant is Melia Homes, represented by Chad Brown. The property owner is Victory Baptist Church, represented by Joshua D. Mallipudi. REQUEST: The applicant requests approval of the following zoning entitlements: 1)A Zoning Reclassification from the “T” Transition and “RM-2” (Multiple-Family Residential) zones to the “RM-3” (Multiple-Family Residential) zone on the entire 6.24-acre site; 2)A Conditional Use Permit (CUP) to permit the construction of a new church facility with childcare on a 2.97-acre parcel; 3)A separate Conditional Use Permit (CUP) to permit the development of a 59-unit, multifamily townhome project with modified development standards and Miscellaneous Case No. 2019-00707 for an affordable housing incentive (10% of the project units, or 6 units, will be affordable for moderate-income families) on a 3.27-acre parcel; 4) A Tentative Parcel Map to subdivide the 6.24-acre property into 2 lots for the separate church and residential uses; and 5)A Tentative Tract Map for a condominium subdivision for the 59-unit multifamily residential townhome project. ATTACHMENT NO. 5 RECLASSIFICATION NO. 2019-00322, CONDITIONAL USE PERMIT NO. 2019-06027, CONDITIONAL USE PERMIT NO. 2019-06028, MISCELLANEOUS CASE NO. 2019-00707, TENTATIVE TRACT MAP NO. 19019, TENTATIVE PARCEL MAP NO. 2019-165 April 13, 2020 Page 2 of 13 RECOMMENDATION: Staff recommends that the Planning Commission approve the attached resolutions, determining that a Mitigated Negative Declaration is the appropriate environmental documentation for this request under the California Environmental Quality Act, and approving and adopting the Mitigated Negative Declaration and Mitigation Monitoring Plan (MMP) No. 367; recommending City Council approval of Reclassification No. 2019-00322; and, approving Conditional Use Permit No. 2019-06027, Conditional Use Permit No. 2019-06028, Miscellaneous Case No. 2019-00707, Tentative Tract Map No. 19019, and Tentative Parcel Map No. 2019-165. BACKGROUND: The 6.24-acre property is comprised of the 6-acre church parcel in the “T” Transition zone and a small 1,337 square foot lot in the “RM-2” zone. The site is currently occupied by the Victory Baptist Church that consists of ten permanent and modular buildings, including a sanctuary building, school classrooms and outbuildings, an administration building, and surface parking. The site is designated for Low-Medium Residential land uses by the General Plan. Surrounding uses include multiple-family residential projects to the north and south, single family residences to the west, and the Dad Miller Golf Course (across Magnolia Avenue) to the east. PROPOSAL: The applicant proposes to demolish the existing buildings on the church site and redevelop the property with two separate uses. One parcel is proposed for a multiple family attached residential development (Townes at Magnolia) and the other with a new church facility with an associated weekday Early Learning Center facility (Victory Baptist Church). The project involves the reclassification of the entire site to “RM-3” Multiple Family Residential which would permit the residential and religious assembly uses subject to approval of conditional use permits. There are two subdivision maps proposed with this project: 1) a Tentative Parcel Map for a two lot subdivision for parcel conveyance, proposed easements for road, public utility and other public purposes in favor of the City of Anaheim; and 2) a Tentative Tract Map to accommodate the church site and a separate residential parcel for condominium purposes. The two uses would occupy the lots as depicted here. RECLASSIFICATION NO. 2019-00322, CONDITIONAL USE PERMIT NO. 2019-06027, CONDITIONAL USE PERMIT NO. 2019-06028, MISCELLANEOUS CASE NO. 2019-00707, TENTATIVE TRACT MAP NO. 19019, TENTATIVE PARCEL MAP NO. 2019-165 April 13, 2020 Page 3 of 13 Separate conditional use permits are required for the church and residential uses. Victory Baptist Church Conditional Use Permit No. 2019-06027 is for a new church facility with an Early Learning Center facility on the new 2.97-acre parcel at the north portion of the site (Parcel 1). The new church facility is designed as one 38,035 square-foot two-story structure at the rear of the site with the majority of parking provided in the front of the building. The new building would consist of approximately 24,000 square feet on the first floor including a 5,250 square foot sanctuary with 320 seats, offices, restrooms and classrooms for the child care facility. The 13,850 square foot second floor includes multi-purpose rooms, classrooms, offices and restrooms. The child care use is proposed for up to 200 children between the ages of 6 weeks through Pre- Kindergarten, including occasional before and after-school care for students through 4th grade. Child care will generally operate between 6 a.m. to 6 p.m. with a total of 32 full-time and part- time employed staff. The same facilities will be used by ministry on Sunday mornings for their children’s program. Victory Baptist Church Site Plan The site is designed with 148 parking spaces including seven spaces for disabled persons. Vehicular access to the site will be provided from two driveways off Magnolia Avenue. RECLASSIFICATION NO. 2019-00322, CONDITIONAL USE PERMIT NO. 2019-06027, CONDITIONAL USE PERMIT NO. 2019-06028, MISCELLANEOUS CASE NO. 2019-00707, TENTATIVE TRACT MAP NO. 19019, TENTATIVE PARCEL MAP NO. 2019-165 April 13, 2020 Page 4 of 13 Rendering of East Building Elevation The two story church building is designed with contemporary architecture with use of stucco, stone, wood accent features and aluminum storefront windows and entries. Townes at Magnolia Conditional Use Permit No. 2019-06028 is for the development of 59 attached, single-family residences using the RM-3 zone development standards on the 3.27 acre L-shaped parcel (Parcel 2) on the south and west sides of the site. The applicant proposes 10 percent of the units to be sold at a cost considered to be affordable to moderate income buyers, provided in partnership with the Community and Economic Development Department. Moderate income is defined as at or below 120 percent of the County’s Average Median Income or AMI, or $97,900. A qualifying four person household could earn up to $117,500 annually. The Density Bonus Ordinance requires the applicant to enter into a density bonus housing agreement with the City in recordable form to ensure compliance with the Density Bonus Ordinance. Although this project does not include a request for a Density Bonus, the applicant is requesting a deviation to the building to building setback requirement as an incentive for providing the six moderate income units. Because at least ten percent of the units would be sold to moderate income households, the applicant is entitled to one incentive. The location of the six units would be designated throughout the project and not concentrated in one area. The residential project is designed as 3-story row townhome buildings consisting of eleven 5-plex buildings and one 4-plex building. All units are designed with front door access from paseos and two-car garages on the opposite side from private drive aisles. Vehicular ingress and egress would be provided from Magnolia Avenue, through a single access point requiring right turn movements RECLASSIFICATION NO. 2019-00322, CONDITIONAL USE PERMIT NO. 2019-06027, CONDITIONAL USE PERMIT NO. 2019-06028, MISCELLANEOUS CASE NO. 2019-00707, TENTATIVE TRACT MAP NO. 19019, TENTATIVE PARCEL MAP NO. 2019-165 April 13, 2020 Page 5 of 13 Site Plan in and out of the project site. A 7-foot right-of-way dedication along Magnolia Avenue is required along with a new 5-foot sidewalk and parkway area. Existing perimeter walls will remain in place and a new 6-foot high masonry wall will be installed separating the residential project from the redeveloped church site. Plan Type Number of Units Square Footage Story Bedrooms Bathrooms Plan 1 12 1,596 3 2 2.5 Plan 2 16 1,703 3 3 3.5 Plan 3 16 1,802 3 3/4 3.5 Plan 4 15 1,905 3 3/4 3.5 Plan Type The townhomes would consist of mix of unit types, including two to four bedrooms with 2.5 to 3.5 bathrooms and would contain 1,596 to 1,905 square feet of living area. Each unit would have a 2-car side-by-side garage, kitchen and living area on the second floor, and bedrooms on the third floor. Optional bedrooms would be located on the first floor. RECLASSIFICATION NO. 2019-00322, CONDITIONAL USE PERMIT NO. 2019-06027, CONDITIONAL USE PERMIT NO. 2019-06028, MISCELLANEOUS CASE NO. 2019-00707, TENTATIVE TRACT MAP NO. 19019, TENTATIVE PARCEL MAP NO. 2019-165 April 13, 2020 Page 6 of 13 The three-story buildings are designed with the use of stucco plaster, tile roofs, wood shutters and metal railing, accented with decorative tile and metal awning features. There are three different building types and design schemes proposed for the project. Building Elevations Recreational-Leisure Area: A total of 26,370 square feet of recreational area is proposed where 20,650 square feet would be required, with 10,600 square feet being provided in three common areas, including an active open space area designed with a tot lot, trellis shade structure, picnic tables and patio furniture, and a fire pit, along with two separate passive open space areas with multi-use lawn and picnic areas. The following exhibits depict the common areas located throughout the project site. Common Recreational Areas RECLASSIFICATION NO. 2019-00322, CONDITIONAL USE PERMIT NO. 2019-06027, CONDITIONAL USE PERMIT NO. 2019-06028, MISCELLANEOUS CASE NO. 2019-00707, TENTATIVE TRACT MAP NO. 19019, TENTATIVE PARCEL MAP NO. 2019-165 April 13, 2020 Page 7 of 13 FINDINGS AND ANALYSIS: Following is staff’s analysis and recommendation for each requested entitlement action: Reclassification: The property is currently zoned “T” Transition and “RM-2” Multiple Family Residential and has a General Plan land use designation of Low Medium Residential. The applicant proposes to reclassify the property to RM-3” Multiple-Family Residential which would remain consistent with the Low Medium Residential land use designation. The proposed density would conform to the existing General Plan and proposed RM-3 zoning. For these reasons, staff supports the request. Conditional Use Permit: With the proposed Reclassification, both the church and childcare uses and the townhome uses would be subject to the “RM-3” Multiple Family Residential zone requirements. Churches are within the “Community and Religious Assembly” class of use in the Municipal Code. The Code permits Community and Religious Assembly uses in the Multiple Family Residential zone, subject to approval of a conditional use permit to ensure compatibility with the surrounding area. Similarly, Day Care Centers are permitted subject to approval of a conditional use permit. Victory Baptist Church Historically, the church previously operated a larger preschool, elementary school, and daycare on the campus. In 2009, the average enrollment for preschool through 6th grade was 277 with a staff of 42. In 2009 the church had an average Sunday attendance of 300 with a staff of 5. The average attendance of the various weekday meetings at the time was 90-100. With the new project, 148 off-street parking spaces would be provided or one space for every 2.16 sanctuary seats. The Municipal Code does not specify a parking standard for Community and Religious Assembly uses; instead, staff reviews a Parking Letter or Parking Study, submitted by the applicant, which identifies the actual parking demand of the church to determine whether there is an adequate supply of parking for the use. Based on the applicant’s proposed description of operations, and parking demands for the existing church, the 148 parking spaces will be sufficient. The other ancillary church activities and the operation of the child care facility during the week will result in parking impacts. Unlike schools, parents are required to park and come into the building to drop off or pick up their children. As a result, there is no need for a separate pick-up lane for the child care use. Conditions of approval have been included in the draft resolution to ensure that the church continues to operate in a compatible manner. These conditions require that all parking occur on- site, and that the child care facility not operate in conflict with Sunday services. Based on this information, staff determined that there is sufficient parking for the church services and the ancillary uses and child care facility during the week. RECLASSIFICATION NO. 2019-00322, CONDITIONAL USE PERMIT NO. 2019-06027, CONDITIONAL USE PERMIT NO. 2019-06028, MISCELLANEOUS CASE NO. 2019-00707, TENTATIVE TRACT MAP NO. 19019, TENTATIVE PARCEL MAP NO. 2019-165 April 13, 2020 Page 8 of 13 Townes at Magnolia Residential With the proposed Reclassification, the residential project would be subject to “RM-3” Multiple Family Residential zoning requirements. In this zone, development standards, including setback and building separation requirements, may be modified as part of a conditional use permit when it is determined that the modifications serve to achieve a high quality project design, privacy, livability, and compatibility with surrounding uses. The development also includes a request for an Affordable Housing incentive by providing six affordable units in the project. Before the Planning Commission may approve the conditional use permit for these modifications, it must make a finding of fact that the evidence presented shows that all of the following conditions exist: 1) The uses within the project are compatible; 2) New buildings or structures related to the project are compatible with the scale, mass, bulk, and orientation of existing buildings in the surrounding area, provided the existing buildings conform with the provisions of this title; 3) Vehicular and pedestrian access are adequate; 4) The project is consistent with applicable design guidelines adopted by the City; 5) The size and shape of the site proposed for the use is adequate to allow the full development of the proposed use in a manner not detrimental to the particular area; 6) The traffic generated by the proposed use will not impose an undue burden upon the streets and highways designed and improved to carry the traffic in the area; and 7) That the granting of the conditional use permit under the conditions imposed, if any, will not be detrimental to the health and safety of the citizens of the City of Anaheim. The project complies with the development standards of the RM-3 zone with the exception of certain setback requirements. The applicant is requesting to modify the minimum required interior setbacks to 10 feet where 20 feet would be required, and the minimum building to building setback to 15 feet where 40 feet is required. Setbacks for projects in the RM-3 zone may be modified in conjunction with a conditional use permit when it is determined that the modifications promote increased pedestrian activity, provide for a unified street frontage, ensure privacy and light for residential uses, provide for public spaces, and promote compatibility with existing development. This proposed project includes the modifications or incentives to the following development standards in the RM-3 zoning district: Setback RM-3 Zone Standards Proposed Project Interior 20 feet 10 to 18 feet along Church site Building to Building (3-story to 3-story) 40 feet 15 feet *Tier 1 Density Bonus Incentive RECLASSIFICATION NO. 2019-00322, CONDITIONAL USE PERMIT NO. 2019-06027, CONDITIONAL USE PERMIT NO. 2019-06028, MISCELLANEOUS CASE NO. 2019-00707, TENTATIVE TRACT MAP NO. 19019, TENTATIVE PARCEL MAP NO. 2019-165 April 13, 2020 Page 9 of 13 Interior Setback: The applicant is requesting a reduced 18-foot interior building setback for Buildings 1 through 3 along the newly created northern property line, and a 10-foot interior setback for Buildings 5 through 8 along the eastern property line where a 20-foot setback is required for three story structures. The intent of the 20-foot setback along the interior property lines is to ensure that adequate separation and landscaping protects adjacent uses from the proposed use. Both of these reduced setbacks would be adjacent to the proposed Victory Baptist Church site. Staff believes the request for the modification of the interior setback requirement is justified based on the final design and improvements on the church and residential sites. The reduced setback consist of paseos with walkways and landscaping minimizing impact to the church property. A 6- foot high block wall will also separate the church and residential uses. Furthermore, there are no structures on the church site proposed along the common property line. In fact, the church site is designed with 24-foot wide drive aisles and parking areas adjacent to the wall with the new church building providing minimum 40-foot setbacks to the residential property lines. All other setbacks between the new townhome buildings and existing perimeter property lines would be complied with so no impacts are anticipated. In order to address potential privacy concerns raised by a neighboring property owner, the applicant has agreed to specific window and landscaping requirements pertaining to three of the buildings west elevation. A condition of approval has been included addressing this requirement for 3rd floor window sizes and enhanced landscaping for Buildings 5 through 7. For these reasons above, staff recommends approval of the requested interior setback modification request. Affordable Housing Incentive/Building to Building Setback: Section 65915 of the California Government Code (the "State Density Bonus Law") requires that cities provide certain incentives to developers of affordable housing projects that meet defined levels of affordability. Certain incentives are “guaranteed” and include increases in allowable density and reductions in parking requirements. Anaheim Municipal Code Chapter 18.52 ("Density Bonus Ordinance") implements the State requirements, which do not require Planning Commission review. With ten percent of the units proposed to be sold to moderate-income households, the project is eligible to receive a Tier 1 incentive pursuant to the City’s Density Bonus Ordinance. As noted above, although this project does not include a request for a Density Bonus, the applicant is requesting a modification to the building to building setback requirement as an incentive for providing the six moderate income units. With the City Council policy emphasizing the importance of affordable housing, staff supports the request for the incentive allowing for the reduced building to building setback. The Municipal Code requires a 40-foot separation between three-story buildings with parallel walls that are designated as “primary” walls. Primary walls are building walls that contain an entrance and/or windows opening into living areas. The setbacks required between the buildings are intended to ensure privacy and light for residential uses, provide for public spaces, and promote RECLASSIFICATION NO. 2019-00322, CONDITIONAL USE PERMIT NO. 2019-06027, CONDITIONAL USE PERMIT NO. 2019-06028, MISCELLANEOUS CASE NO. 2019-00707, TENTATIVE TRACT MAP NO. 19019, TENTATIVE PARCEL MAP NO. 2019-165 April 13, 2020 Page 10 of 13 compatibility with existing development. Although this is a “guaranteed” incentive, the proposed project would provide reduced building-to-building setbacks of 15-feet between the ends of the buildings and is consistent with other modifications granted in the past. The three-story primary building elevations would be separated by attractive landscaped paseos or the private drive aisles, and would have adequate separation to ensure a quality living environment. Parking: The 59-unit townhome project requires a total of 184 parking spaces, including two-car garages for each unit and 15 guest spaces. The applicant is providing the Code-required 184 parking spaces including 2-car garages and 66 open parking stalls, 15 of which will be designated for guests. Even with the proposed affordable housing component, no variance or reduced parking standard is requested as part of this project. Staff also notes that the required parking will be provided regardless of new home-buyers opting for the 4-bedroom floor plan. These unit types were all analyzed as four bedroom units to account for the highest possible parking requirement. If these optional bedrooms were not constructed it would reduce the parking requirement by 0.5 space per unit. Tentative Parcel Map: Before the Planning Commission may approve the tentative parcel map, it must make a finding of fact that the evidence presented shows that all of the following conditions exist: 1) That the proposed subdivision of the Property, including its design and improvements, is consistent with the General Plan of the City of Anaheim, and more particularly with the "Low Medium Density" land use designation. 2) That the proposed subdivision of the Property, as shown on proposed Tentative Parcel Map No. 2019-165, including their design and improvements, is consistent with the zoning and development standards of the "RM-3" Multiple-Family Residential Zone proposed as part of Reclassification No. 2019-00322, now pending, with the exception of the reduced setbacks being proposed in conjunction with Conditional Use Permit No. 2019-06028 and Miscellaneous Case No. 2019- 00707. 3) That the site is physically suitable for the type and density of the Proposed Project. 4) That the design of the subdivision, as shown on proposed Tentative Parcel Map No. 2019-165, is not likely to cause substantial environmental damage or substantially and avoidably injure fish or wildlife or their habitat, as no sensitive environmental habitat has been identified. 5) That the design of the subdivision, as shown on proposed Tentative Parcel Map No. 2019-165 or the type of improvements is not likely to cause serious public health problems. 6) That the design of the subdivision, as shown on proposed Tentative Parcel Map No. 2019-165, or the type of improvements will not conflict with easements acquired by the public, at large, for access through or use of property within the proposed subdivision. RECLASSIFICATION NO. 2019-00322, CONDITIONAL USE PERMIT NO. 2019-06027, CONDITIONAL USE PERMIT NO. 2019-06028, MISCELLANEOUS CASE NO. 2019-00707, TENTATIVE TRACT MAP NO. 19019, TENTATIVE PARCEL MAP NO. 2019-165 April 13, 2020 Page 11 of 13 A tentative parcel map is proposed for parcel conveyance, proposed easement for road, public utility and other public purposes in favor of the City of Anaheim. This is the first of two maps required for this project, the second being a Tentative Tract Map for condominium purposes for the Townes at Magnolia 59-unit project. This map will not conflict with easements acquired by the public and complies with all subdivision requirements. Therefore, staff recommends approval of the tentative parcel map request. Tentative Tract Map: Before the Planning Commission may approve the tentative tract map, it must make a finding of fact that the evidence presented shows that all of the following conditions exist: 1) That the proposed subdivision of the Property, including its design and improvements, is consistent with the General Plan of the City of Anaheim, and more particularly with the "Low Medium Density Residential" land use designation. 2) That the proposed subdivision of the Property, as shown on proposed Tentative Tract Map No. 19019, including their design and improvements, is consistent with the zoning and development standards of the "RM-3" Multiple-Family Residential Zone proposed as part of Reclassification No. 2019-00322, now pending, with the exception of the reduced setbacks being proposed in conjunction with Conditional Use Permit No. 2019-06028 and Miscellaneous Case No. 2019-00707. 3) That the site is physically suitable for the type and density of the Proposed Project. 4) That the design of the subdivision, as shown on proposed Tentative Tract Map No. 19019, is not likely to cause substantial environmental damage or substantially and avoidably injure fish or wildlife or their habitat, as no sensitive environmental habitat has been identified. 5) That the design of the subdivision, as shown on proposed Tentative Tract Map No. 19019 or the type of improvements is not likely to cause serious public health problems. 6) That the design of the subdivision, as shown on proposed Tentative Tract Map No. 19019, or the type of improvements will not conflict with easements acquired by the public, at large, for access through or use of property within the proposed subdivision. The tentative tract map will create a 1-lot subdivision to accommodate the church site and separate residential parcel for condominium purposes. The 59 townhome condominium units would be subdivided under the tract map. All common areas, including driveways, recreational areas and sidewalks would be owned and maintained by the homeowner’s association. The proposed density of 18 dwelling units per acre is permitted under the Low Medium Density Residential land use designation, which allows up to 18 dwelling units per acre. In addition, the project will not conflict with easements acquired by the public and complies with all subdivision requirements. Therefore, staff recommends approval of the tentative tract map request. RECLASSIFICATION NO. 2019-00322, CONDITIONAL USE PERMIT NO. 2019-06027, CONDITIONAL USE PERMIT NO. 2019-06028, MISCELLANEOUS CASE NO. 2019-00707, TENTATIVE TRACT MAP NO. 19019, TENTATIVE PARCEL MAP NO. 2019-165 April 13, 2020 Page 12 of 13 Community Outreach: The applicant hosted a community meeting at the Victory Baptist Church (project site) on January 28, 2020. Over 100 invitations were mailed to property owners and residents within a 500-foot radius. The applicant indicated a total of 15 people attended the community meeting, including four area residents, with the majority in attendance affiliated with the church. The applicant provided a general description of the project, and responses from the community were favorable. In addition, a project notification sign was posted in accordance with the City’s “Sunshine Ordinance.” Environmental Impact Analysis: An Initial Study in support of a Mitigated Negative Declaration (IS/MND) has been prepared to evaluate the environmental impacts of the proposed project and to identify necessary mitigation pursuant to the requirements of the California Environmental Quality Act (CEQA). The IS/MND was circulated to public agencies and interested parties on March 12, 2020, for a 20-day comment period. Three comment letters were received as a result of the public notification. The letters and Responses to Comments are included in Attachment 9. Mitigation measures have been identified in the IS/MND and Mitigation Monitoring Plan No. 367, attached to this report (Attachment 10). These mitigation measures are related to air quality, biological resources, cultural resources, geology and soils, greenhouse gas emissions, noise, recreation, and tribal cultural resources. The mitigation measures are being recommended to the Planning Commission as conditions of approval in the attached draft resolutions for the approval of the conditional use permits for the new Victory Baptist Church (CUP2019-06027) and Townes at Magnolia townhome project (CUP2019-06028). With implementation of these measures, the IS/MND concluded that project impacts will be reduced to levels considered less than significant and there would be no remaining potentially significant adverse impacts related to the project. CONCLUSION: Staff has carefully considered both the residential and church uses and believes they are both designed in a manner that will provide for a quality environment for future residents, customers, and worshipers. The proposed development is designed to be compatible with the surrounding residential land uses. In addition, the proposed project meets the goals of the General Plan by continuing to provide a variety of quality housing opportunities to address the City’s diverse housing needs. Furthermore, the housing developer’s proposed six affordable units addresses the City Council’s adopted policy emphasizing the importance of affordable housing in the community. Staff recommends approval of the proposed request. Prepared by, Submitted by, Wayne Carvalho David See Contract Planner Principal Planner RECLASSIFICATION NO. 2019-00322, CONDITIONAL USE PERMIT NO. 2019-06027, CONDITIONAL USE PERMIT NO. 2019-06028, MISCELLANEOUS CASE NO. 2019-00707, TENTATIVE TRACT MAP NO. 19019, TENTATIVE PARCEL MAP NO. 2019-165 April 13, 2020 Page 13 of 13 Attachments: 1. Development Summary (Victory Baptist Church) 2. Development Summary (Townes at Magnolia) 3. Draft MND Resolution 4. Draft Reclassification Resolution 5. Draft Conditional Use Permit (Victory Baptist Church) 6. Draft Conditional Use Permit and MIS Resolution (Townes at Magnolia) 7. Draft Tentative Parcel Map Resolution 8. Draft Tentative Tract Map Resolution 9. Draft Mitigated Negative Declaration 10. Mitigation Monitoring Plan No. 367 11. Letter of Request 12. Project Plans 13. Density Bonus Memorandum of Understanding T DEV 2019-00046 RELIGIOUS USE RM-2 CONDOS 12 DU PR DAD MILLER GOLF COURSE RM-2 CARBON CREEK CONDOS 95 DU RM-2 CARBON CREEK CONDOS 95 DU RM-4 FAIRWAY VILLAGE APARTMENTS 145 DU O.C.F.C.D. PR DAD MILLER GOLF COURSE PR DAD MILLER GOLF COURSE RM-3 CONDOMINIUMS/ TOWNHOUSES RM-4 SAN MARCUS 56 DU RS-2 SINGLE FAMILY RESIDENCE RS-2 SINGLE FAMILY RESIDENCE RS-2 SINGLE FAMILY RESIDENCE RS-2 SINGLE FAMILY RESIDENCE RS-2 SINGLE FAMILY RESIDENCE RS-2 SINGLE FAMILY RESIDENCE RM-2 CONDOS 114 DU RM-2 CONDOS 114 DU RM-2 CONDOS 114 DU RM-2 CONDOS 114 DU RM-2 CONDOS 114 DU PR DAD MILLER GOLF COURSE RS-4 VACANT RS-4 AGRICULTURE RM-2 CONDOS 114 DU RM-2 CONDOS 114 DU RM-2 CONDOS 114 DU RM-2 CONDOS 114 DU N MAGNOLIA AVEW YA LE AVE W B RU CE AV E W R USSELL AVE W S TAN L EY AV E W MADISON CIRW MADISON CIR W. LINCOLN AVE W. BROADWAY W. LA PALMA AVE W. CRESCENT AVE W. ORANGE AVE N. MAGNOLIA AVEN. BROOKHURST ST. CRESCENT AVE S. BEACH BLVDW. LINCOLN AVE 227 North Magn olia Aven ue DE V N o. 2019-00046 Subject Property APN: 070-161-16 070-161-23 °0 50 100 Feet Aerial P hoto: May 2018 N MAGNOLIA AVEW YA LE AVE W B RU CE AV E W R USSELL AVE W S TAN L EY AV E W MADISON CIRW LUGARO LNW MADISON CIR W MADISON CIR W MADISON CIR W. LINCOLN AVE W. BROADWAY W. LA PALMA AVE W. CRESCENT AVE W. ORANGE AVE N. MAGNOLIA AVEN. BROOKHURST ST. CRESCENT AVE S. BEACH BLVDW. LINCOLN AVE 227 North Magn olia Aven ue DE V N o. 2019-00046 Subject Property APN: 070-161-16 070-161-23 °0 50 100 Feet Aerial P hoto: May 2018 RM-3 PRIVATE SCHOOL RM-3 PRIVATE SCHOOL RM-2 CARBON CREEK CONDOS 95 DU RM-2 CARBON CREEK CONDOS 95 DU RM-4 FAIRWAY VILLAGE APARTMENTS 145 DU PR DAD MILLER GOLF COURSE O.C.F.C.D. PR DAD MILLER GOLF COURSE PR DAD MILLER GOLF COURSE RM-3 CONDOMINIUMS /TOWNHOUSES 41 DU RM-4 SAN MARCUS 56 DU RM-2 CONDOS 114 DU RM-2 CONDOS 114 DU RM-2 CONDOS 114 DU RM-2 CONDOS 114 DU RM-2 CONDOS 114 DU RM-2 CONDOS 114 DU RM-2 CONDOS 114 DU RS-2 SINGLE FAMILY RESIDENCE RS-2 SINGLE FAMILY RESIDENCE RS-2 SINGLE FAMILY RESIDENCE RS-2 SINGLE FAMILY RESIDENCE RS-2 SINGLE FAMILY RESIDENCE RS-2 SINGLE FAMILY RESIDENCE RS-2 SINGLE FAMILY RESIDENCE RS-2 SINGLE FAMILY RESIDENCE RS-2 SINGLE FAMILY RESIDENCE RS-2 SINGLE FAMILY RESIDENCE RS-2 SINGLE FAMILY RESIDENCE RS-2 SINGLE FAMILY RESIDENCE RS-2 SINGLE FAMILY RESIDENCE RS-4 RS-4 RS-4 RS-4 RS-4 RS-4RS-4 RM-2 CONDOS 114 DU RM-2 CONDOS 114 DU RM-2 CONDOS 114 DU RM-2 CONDOS 114 DU RM-2 CONDOS 114 DU RM-2 CONDOS 114 DU RM-2 CONDOS 114 DU RM-2 CONDOS 114 DU RM-2 CONDOS 114 DU N MAGNOLIA AVEW YALE AVE W BRUCE AVE W RUSSELL AVE W STANLEY AVE W MADISON CIRW LUGARO LNW MADISON CIR W. L I N C O L N A V E W. B R O A D W A Y W. L A P A L M A A V E W. CRESCENT AVE W. O R A N G E A V E N. MAGNOLIA AVEN. DALE AVEN. BROOKHURST ST. CRESCENT AVE S. BEACH BLVDW. L I N C O L N A V E 227 N Magnolia Ave DEV No. 2021-00114 Subject Property APN: 070-161-16 070-161-23 °0 50 100 Feet Aerial Photo: May 2021 ! RM-3 DEV2021-00114 PRIVATE SCHOOL ATTACHMENT NO. 6 N MAGNOLIA AVEW YALE AVE W BRUCE AVE W RUSSELL AVE W STANLEY AVE W CORNELL AVE W MADISON CIRW LUGARO LN W MADISON CIR W MADISON CIR W MADISON CIR W. L I N C O L N A V E W. B R O A D W A Y W. L A P A L M A A V E W. CRESCENT AVE W. O R A N G E A V E N. MAGNOLIA AVEN. DALE AVEN. BROOKHURST ST. CRESCENT AVE S. BEACH BLVDW. L I N C O L N A V E 227 N Magnolia Ave DEV No. 2021-00114 Subject Property APN: 070-161-16 070-161-23 °0 50 100 Feet Aerial Photo: May 2021 ! ATTACHMENT NO. 7