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HomeMy WebLinkAbout5.6 Alameda County Fire Training Centerr DUBLIN CALIFORNIA STAFF REPORT CITY COUNCIL Agenda Item 5.6 DATE: January 14, 2025 TO: Honorable Mayor and City Councilmembers FROM: Colleen Tribby, City Manager SU B.ECT: Alameda County Fire Training Center Prepared by: Gaspare Annibale, Senior Planner EXECUTIVE SUMMARY: The City Council will receive a report and consider waiving Site Development Review and entering into an agreement with the County of Alameda regarding enforcement of conditions of approval for the proposed Alameda County Fire Training Center. The project would construct a 7,791- square-foot classroom/administration building, 5,741-square-foot five -story training tower, 915- square-foot Self -Contained Breathing Apparatus/restroom building, 42 parking spaces, and related site improvements on County -owned land located at 5053 Gleason Drive. The County of Alameda, as lead agency for the California Environmental Quality Act, has prepared a Mitigated Negative Declaration for the project. STAFF RECOMMENDATION: Receive the report and adopt the Resolution Waiving Site Development Review and Approving the Agreement Between the City of Dublin and County of Alameda Regarding the Enforcement of Conditions of Approval for the Alameda County Fire Training Center. FINANCIAL IMPACT: The cost associated with reviewing the project is borne by the County of Alameda. DESCRIPTION: Background The Alameda County Fire Department, through the Alameda County General Services Agency, proposes to construct a new fire training center on a vacant 5.2-acre site located at 5053 Gleason Drive within the Eastern Dublin Specific Plan (EDSP) area. Refer to Figure 1 for project location. The property has a General Plan and EDSP land use designation of Public/Semi-Public and is subject to a Planned Development (PD) zoning district (Resolution No. 105-85), which was approved as part of the Dublin public lands prezoning and annexation application. Page 1 of 3 1 Figure 1. Project Location 4.4 'PBRODER BLVDr COUNTY EOCA • i EAST COUNTY The City of Dublin and County of Alameda are parties to a 1993 Annexation Agreement (City Council Resolution No. 52-93, Attachment 3) that governs development of the County -owned land that was formerly federal property (part of Camp Parks). Specifically, Section 9 of the agreement governs land use approvals for County governmental property. In January 2024, the County of Alameda, through its General Services Agency, submitted an application to the City for Site Development Review (SDR) of the proposed fire training center on County -owned land. The proposed fire training center would include construction of a 7,791- square-foot classroom/administration building, 5,741-square-foot five story training towner, 915- square-foot Self -Contained Breathing Apparatus (SCBA)/restroom building, 42 parking spaces, and related site improvements. The new facility would be accessed from an existing driveway on Gleason Drive and would provide access to the classroom/administration building. The new training tower and other facilities would be located behind a secured gate at the rear of the property. The architectural style of the classroom/administration building would utilize a contemporary design approach with stucco and metal panels painted muted taupe and red tones. The SCBA/restroom building and screen wall that surrounds the site would be painted taupe to match the main building color. The five -story training tower would be constructed of grey concrete masonry blocks, which would withstand training exercises and firefighting scaling the tower. The project landscaping features a low water usage plant palette, including a variety of drought tolerant trees, shrubs and ground cover to provide visual interest in texture and color from the street. Page 2 of 3 2 During initial processing of the application, the City and County expressed differences in how to interpret the 1993 Annexation Agreement regarding review of the SDR application and enforcement of conditions of approval, including the County's obligations to pay the City's development impact fees. In order to expedite the project and avoid further delays, the City and County staffs negotiated an agreement to resolve those differences. The proposed agreement between the City of Dublin and County of Alameda would waive the 1993 Annexation Agreement's contractual requirement that the County obtain SDR approval for the proposed fire training center. The City cannot generally waive requirements of its land use plans and policies, but the County is immune/exempt from the City's land use plans and policies in the absence of an agreement to the contrary. So in this case, the City can, as it has done for other County projects, agree to waive the contractual requirement that the County obtain SDR approval. The agreement is based on the plans that have been provided by the County and reviewed by City Staff, and is subject to certain conditions of approval, including but not limited to providing payment of all applicable development impact fees. It also would set forth the mechanism for construction permitting where the County, through its General Services Agency, would serve as the building official, and would require the County to obtain all necessary permits and approvals from the City Public Work's Department for on -site stormwater treatment measures and any off - site improvements. ENVIRONMENTAL DETERMINATION: The California Environmental Quality Act (CEQA), together with State Guidelines and City of Dublin CEQA Guidelines and Procedures, require that certain projects be reviewed for environmental impacts and environmental documents be prepared. The County of Alameda, as the lead agency for CEQA, has prepared a Mitigated Negative Declaration (MND) for the proposed project. The Alameda County Board of Supervisors has approved the MND and a Notice of Determination was filed with the County Clerk on March 16, 2023. Therefore, no further environmental review is required. NOTICING REQUIREMENTS/PUBLIC OUTREACH: The City Council Agenda was posted. ATTACHMENTS: 1) Resolution Waiving Site Development Review and Approving the Agreement Between the City of Dublin and the County of Alameda Regarding the Enforcement of Conditions of Approval for the Alameda County Fire Training Center 2) Exhibit A to the Resolution - Agreement Between the City of Dublin and the County of Alameda Regarding the Enforcement of Conditions of Approval for the Fire Training Center 3) 1993 Annexation Agreement (City Council Resolution No. 52-93) Page 3 of 3 3 Attachment I RESOLUTION NO. XX — 25 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF DUBLIN WAIVING SITE DEVELOPMENT REVIEW AND APPROVING AN AGREEMENT BETWEEN THE CITY OF DUBLIN AND COUNTY OF ALAMEDA REGARDING THE ENFORCEMENT OF CONDITIONS OF APPROVAL FOR THE ALAMEDA COUNTY FIRE TRAINING CENTER PLPA-2024-00040 (APN: 986-0005-038-16) WHEREAS, the Alameda County Fire Department, through the Alameda County General Services Agency, proposes to construct a new fire training center ("the Project") on County -owned land; and WHEREAS, the Project would be constructed on a vacant 5.2-acre site located at 5053 Gleason Drive (APN: 986-0005-038-16), which is owned by the County. The property has a General Plan and Eastern Dublin Specific Plan land use designation of Public/Semi-Public and is subject to a Planned Development (PD) zoning district (Resolution No. 105-85); and WHEREAS, the Project would consist of a 7,791-square-foot classroom/administration building, 5,741-square-foot five story training towner, 915-square-foot Self -Contained Breathing Apparatus/restroom building, 42 parking spaces and related site improvements; and WHEREAS, the City of Dublin and County of Alameda are parties to a 1993 Annexation Agreement (Resolution No. 52-93) that governs development of the County -owned land. Specifically, Section 9 of the agreement governs land use approvals for County governmental property; and WHEREAS, in January 2024, the County of Alameda, through its General Services Agency, submitted an application to the City of Dublin for Site Development Review (SDR) of the proposed fire training center, and during the processing of the SDR there were differences expressed in interpreting the 1993 Annexation Agreement regarding enforcement of conditions of approval and obligations to pay the City's development impact fees; and WHEREAS, in order to expedite the project and avoid further delays, the City and County desire to enter into an agreement, which would waive SDR and approve an agreement between the City and County regarding the enforcement of conditions of approval, including but not limited to providing payment of all applicable development impact fees; and WHEREAS, the California Environmental Quality Act (CEQA), together with State Guidelines and City of Dublin CEQA Guidelines and Procedures, require that certain projects be reviewed for environmental impacts and environmental documents be prepared; and WHEREAS, the County of Alameda, as the lead agency for CEQA, has prepared a Mitigated Negative Declaration (MND) for the project. The Alameda County Board of Supervisors has approved the MND and a Notice of Determination was filed with the County Clerk on March 16, 2023. Therefore, no further environmental review is required. Reso. No. XX-25, Item X.X, Adopted XX/XX/2025 Page 1 of 2 4 NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Dublin approves an agreement between the City and County of Alameda regarding the enforcement of conditions of approval for the Project as set forth in Exhibit A. PASSED, APPROVED AND ADOPTED this 14th day of January 2025, by the following vote: AYES: NOES: ABSENT: ABSTAIN: Mayor ATTEST: City Clerk Reso. No. XX-25, Item X.X, Adopted XX/XX/2025 Page 2 of 2 5 Attachment 2 Exhibit A AGREEMENT BETWEEN THE CITY OF DUBLIN AND THE COUNTY OF ALAMEDA REGARDING THE ENFORCEMENT OF CONDITIONS OF APPROVAL FOR THE FIRE TRAINING CENTER This Agreement (the "Agreement") is entered into this _ day of , 2025 by and between the City of Dublin, a municipal corporation (the "City"), and the County of Alameda, a political subdivision of the State of California (the "County"). The City and the County are referred to collectively as the "Parties." RECITALS 1. The Parties are parties to that certain agreement entitled "Agreement Between County of Alameda, Surplus Property Authority and City of Dublin Regarding Transfer of Property Tax Revenues Upon Annexation, Provision of Services and Other Matters," dated May 4, 1993 (the "Annexation Agreement"). 2. Section 9 of the Annexation Agreement provides that with respect to the County Governmental Property (as defined) any county governmental use proposed for the property shall be subject to site development review in accordance with the City's zoning ordinance and that any other governmental uses are to be processed in accordance with the City's regulations. 3. In the Annexation Agreement, the parties also agreed: in concept that the infrastructure shall be constructed as necessitated by development and to accommodate reasonably projected development and that the costs of such infrastructure should be borne by the properties benefiting therefrom in proportion to the benefit received. 4. The County proposes to construct the Fire Training Center on the County Governmental Property (the "Project"), and, pursuant to the Annexation Agreement, the County has applied to the City for site development review approval (the "SDR"). 5. Because the Project's end user will be the Alameda County Fire Department, a separate legal entity from the County, the City and the County dispute whether the project is a "COUNTY governmental use" (subject solely to City SDR review) or is a "governmental use other than COUNTY governmental use" under the Annexation Agreement. 6. Rather than resolving their differences in court or by other means, the parties desire to enter into this Agreement for the purposes of agreeing on the form that the City's review of the Project will take so as to avoid the need to interpret the Agreement, with the express intention that this Agreement applies solely to the Project and will have no effect whatsoever on future applications or interpretations of the Agreement. 7. During the processing of the SDR the City determined that certain conditions of approval should be imposed upon the Project, including obligations to pay the City's development impact fees, which fund infrastructure that serves the County Governmental Property and other property in the City. The City believes that the Annexation Agreement authorizes the imposition of such conditions on the County. 11Page 6 8. The County believes that many of the conditions that the City desires to impose on the Project, including the development fees, are neither authorized by the Annexation Agreement nor otherwise by law. 9. In order to expedite the processing of the Project and to avoid further disputes, the County has agreed, for purposes of this Project only, to subject itself to certain conditions of approval (attached as Exhibit A to this Agreement and incorporated herein by this reference) (the "Conditions"), which conditions include the payment of all City development impact fees for infrastructure, and the City is willing to agree to impose only the Conditions, provided that a reasonable means of enforcing the Conditions against the County is available to the City. 10. The County has produced a set of plans for the Project (the "Plans") dated October 2, 2024, which are on file with the Community Development Department. 11. The City typically enforces conditions of approval by refusing to issue further approvals, such as building permits and occupancy, until the conditions are satisfied, but the City does not have further approvals on this project. 12. To ensure that the City has adequate remedies to enforce the Conditions, the Parties desire to set forth their agreement that the Conditions may be enforced by specific performance NOW, THEREFORE, with reference to the foregoing recitals and in consideration of the mutual promises, obligations and covenants herein contained, the City and the County agree as follows: AGREEMENT Section 1. Conditional Approval of the Project; County Subject to the Conditions. The City hereby approves the Project, as described in the Plans, subject to the Conditions. The City's approval is strictly limited to what is shown in the Plans, and any changes or revisions require the further agreement of the City. City staff is authorized to approve changes or revisions to the Plans in accordance with the "Site Development Review Waiver" process described in section 8.104.030 of the Dublin Municipal Code and shall not be subject to a public hearing process. Without in any way consenting to the City's interpretation of the Annexation Agreement, the County agrees to be subject to the Conditions. Section 2. Construction Permitting. The Parties agree that the County, given that the County, through its General Services Agency is developing the Project, shall serve as the building official for the purposes of permitting, inspection and authorization of occupancy, and shall serve as the engineer for the purposes of permitting related to grading, notwithstanding anything to the contrary in the Agreement. The County shall obtain all necessary permits and approvals from the City of Dublin Public Works Department for on -site stormwater treatment measures and any off -site improvements. Section 3. Conditions May Be Enforced by Specific Performance The Parties agree that, should the County refuse to comply with the Conditions, the City would not have adequate 21Page 7 remedies at law and that the City's remedy for such a breach is to bring a lawsuit to enforce the Conditions and seek an order of specific performance. Section 3. Miscellaneous. a. Incorporation of Recitals and Introductory Paragraph. The Recitals contained in this Agreement, and the introductory paragraph preceding the Recitals, are hereby incorporated into this Agreement as if fully set forth herein. b. Severability. If any term or provision of this Agreement, or the application of any term or provision of this Agreement to a particular situation, is held by a court of competent jurisdiction to be invalid, void or unenforceable, the remaining terms and provisions of this Agreement, or the application of this Agreement to other situations, shall continue in full force and effect unless amended or modified by mutual consent of the Parties. Notwithstanding the foregoing, if any material provision of this Agreement, or the application of such provision to a particular situation, is held to be invalid, void, or unenforceable, either the City or the County may (in their sole and absolute discretion) terminate this Agreement by providing written notice of such termination to the other party. c. Construction. This Agreement has been reviewed and revised by legal counsel for both the City and the County, and no presumption or rule that ambiguities shall be construed against the drafting party shall apply to the interpretation or enforcement of this Agreement. d. California Law. This Agreement shall be construed and enforced in accordance with the laws of the State of California. e. Attorneys' Fees. In any legal action or other proceeding brought by either party to enforce or interpret a provision of this Agreement including an action brought by the City to enforce the Conditions, the prevailing party is entitled to reasonable attorneys' fees and any other costs incurred in that proceeding in addition to any other relief to which it is entitled. f. Notices. All notices required or provided for under this Agreement shall be in writing. Such notices shall be given to the Parties at their addresses set forth below: If to the City, to: If to the County, to: Colleen Tribby City Manager City of Dublin 100 Civic Plaza Dublin, CA 94568 Telephone: (925) 833-6650 Facsimile. (925) 833-6651 County of Alameda Kimberly Gasaway Director, General Services Agency 1401 Lakeside Drive, loth Floor Oakland, CA 94612 Telephone: (510) 208-9701 31Page 8 A party may change its address by giving notice in writing to the other party and thereafter all notices shall be addressed and transmitted to the new address. Notices shall be deemed given and received upon personal delivery, or if mailed, upon the expiration of forty- eight (48) hours after being deposited in the United States Mail. Notices may also be given by overnight courier which shall be deemed given the following day. g. Counterparts, Electronic Signatures. This Agreement may be executed in multiple counterparts and counterpart signature pages may be assembled to form a single original document. h. Entire Agreement; Exhibits. This Agreement consists of 4 pages and one exhibit which constitute in full, the final and exclusive understanding and agreement of the Parties and supersedes all negotiations or previous agreements of the Parties with respect to all or any part of the subject matter of this Agreement. The exhibits to this Agreement consist of the following: (a) Conditions of Approval of Site Development Review for the Fire Training Center. 1. Waivers. All waivers of the provisions of this Agreement shall be in writing and signed by the appropriate authorities of the City and the County. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written. CITY OF DUBLIN COUNTY OF ALAMEDA Colleen Tribby, City Manager President, Board of Supervisors Attest: Attest: Marsha Moore, City Clerk Clerk of the Board of Supervisors Approved as to Form: Approved as to Form: City Attorney County Counsel 41Page 9 Exhibit A Conditions of Approval of Site Development Review for the Fire Training Center CONDITION TEXT Respon. Agency WHEN REQ'D- Prior to: PLANNING — GENERAL CONDITIONS 1. Fees. County shall pay all applicable fees including, but not limited to, Planning fees, Building fees, Traffic Impact Fees, TVTC fees, Dublin San Ramon Services City of Dublin, County Flood and Water Conserva tion District (Zone 7) Sitework Permit or Encroachment Permit Issuance District fees, Public Facilities fees, Dublin Unified School District School Impact fees, Fire Facilities Impact fees, Alameda County Flood and Water Conservation District (Zone 7) Drainage and Water Connection fees; or any other fee that may be adopted and applicable at the time a sitework or encroachment permit is issued. PLANNING — PROJECT SPECIFIC CONDITIONS 2. Mitigation Monitoring Reporting Program. County shall comply with the applicable mitigation measures of the 2023 Alameda County Fire Department Training Center Project Mitigated Negative Declaration (MND). The MND is on file with the Community Development Department. Alameda County General Services Agency On -going 3. Public Art. County shall install public art on the project site in accordance with the County of Alameda Public Art Program. The value of the public art project shall include 1% of the construction costs for public art. Alameda County General Services Agency Prior to Occupancy PUBLIC WORKS GENERAL CONDITIONS 4. Compliance. A. County shall comply with the Subdivision Map Act, City of Dublin Title 7 Public Works Ordinance (with exception to references to the A. City of Dublin Public Works, B. Alameda County Public Works Agency, C. Departme On -going City of Dublin Building Code requirements), and the City of Dublin Public Works Standards and Policies; B. the most current requirements of the State Code Title 24, and the Americans with Disabilities Act with regard to accessibility; and C. all public improvements constructed by County and to be dedicated to the City are hereby identified as "public works" under Labor Code Section 1771. Accordingly, County, in constructing such 51Page 10 improvements, shall comply with the Prevailing Wage Law (Labor Code. Sects. 1720 and following). nt of Industrial Relations 5. Clarifications and Changes to the Conditions. In the event that there needs to be clarification to these Conditions of Approval, the City Engineer has the authority to clarify the intent of these Conditions of Approval to the County without going to a public hearing. The City Engineer also has the authority to make minor modifications to these conditions without City of Dublin Public Works On -going going to a public hearing in order for the County to fulfill needed improvements or mitigations resulting from impacts of this project. 6. Hold Harmless/Indemnification. County shall defend, Administ ration/ City Attorney On -going indemnify, and hold harmless the City of Dublin and its agents, officers, and employees from any claim, action or proceeding against the City of Dublin or its agents, officers, or employees to attack, set aside, void, or annul an approval of the City of Dublin or its advisory agency, appeal board, Planning Commission, City Council, Community Development Director, Zoning Administrator, or any other department, committee, or agency of the City, provided however, that the County's duty to so defend indemnify, and hold harmless shall be subjected to the City promptly notifying the County of any claim, action or proceeding and the City's full cooperation in the defense of such actions or proceedings. PUBLIC WORKS — AGREEMENTS 7. Stormwater Management Maintenance Agreement. County shall enter into an Agreement with the City of Dublin that guarantees the property owner's perpetual maintenance obligation for all stormwater management measures installed as part of the project, including those on -site and within the public right-of-way. In addition to stormwater management measures, drainage v-ditches, mitigation areas, and existing wetlands shall be included for reference, as applicable. Said Agreement is required pursuant to Provision C.3 of the Municipal Regional Stormwater NPDES Permit, Order No. R2-2022-0018, of City of Dublin Public Works Sitework Permit Issuance 61Page 11 which the County and City are Permittees. Said permit requires the County and City to provide verification and assurance that all treatment devices within their jurisdiction will be properly operated and maintained. The Agreement shall be recorded against the property and shall run with the land. PUBLIC WORKS — PERMITS AND BONDS 8. Encroachment Permit. County shall obtain an Encroachment Permit from the City of Dublin Public Works Department for all construction activities within the public right-of-way. City of Dublin Public Works Encroachment Permit Issuance 9. City of Dublin Public Works shall review and approve the Project source control, site design, as it relates or affects stormwater treatment and hydromodification management measures, and trash capture controls for on - site construction activities, as it relates to the implementation of stormwater management measures per Municipal Regional Stormwater NPDES Permit (MRP) Order No. R2 2022-0018. The City shall also conduct inspections of site design, source controls, trash capture controls, and stormwater treatment and hydromodification management measures during construction. The work covered by the Sitework Permit shall be limited to the matters listed in this Item 9, Items City of Dublin Public Works Sitework Permit Issuance 44 — 53, and Item 56. 10. Security. County shall secure faithful performance security to guarantee improvements, as well as payment security, as determined by the City Engineer. (Note: Performance security for all off -site improvements shall remain in effect until one year after final inspection). Copies of the bonding documents for on -site and off -site improvements will be made available to City upon request. County shall not release security to the contractor prior to City's notice of completion and acceptance. City of Dublin Public Works Encroachment Permit Issuance 11. Permits from Other Agencies. County shall obtain all permits and/or approvals required by other agencies and/or authorities having jurisdiction. AHJs As Needed PUBLIC WORKS — SUBMITTALS 71Page 12 12. Improvement Plan Submittal Requirements. All submittals of off -site improvements plans shall comply with the requirements of the "City of Dublin Public Works Department Improvement Plan Submittal Requirements," the "City of Dublin Improvement Plan Review Check List," and current Public Works adopted design standards and details in effect upon the date of plan submittal. A complete submittal of improvement plans shall include all civil improvements, landscape plans, and all associated documents as required. County shall not piecemeal the submittal by submitting various components separately. City of Dublin Public Works Encroachment Permit Issuance 13. Improvement Plan Requirements from Other Agencies. County will be responsible for submittals and reviews to obtain the approvals of all participating non- City agencies, including but not limited to: the Alameda County Fire Department and the Dublin San Ramon AHJs Encroachment Permit Issuance Services District. 14. Geotechnical Report. County shall submit a Design Level Geotechnical Report as it relates to off -site work and stormwater treatment measure design, which includes street pavement sections, grading and additional information and/or clarifications as determined by the City of Dublin Public Works Sitework Permit Issuance City Engineer. 15. Approved Plan Files. County shall provide the Public Works Department a PDF format file of approved site plans, including grading, improvement, landscaping and irrigation, joint trench and lighting. City of Dublin Public Works Sitework Permit and Encroachment Permit Issuance 16. Master Files. County shall provide the Public Works Department a digital vectorized file of the master files, in a format acceptable to the City Engineer and all objects and entities in layers shall be colored by layer and named PW Acceptance of Improvements in English. All submitted drawings shall use the Global Coordinate System of USA, California, NAD 83 California State Plane, Zone III, and U.S. foot. 17 Environmental & Sustainability Files. County shall provide the Public Works Department GIS shape files, provided in a format acceptable to the City, all MRP Provision C.3 stormwater features, trash capture devices, City of Dublin Public Works/E nvironme Acceptance of Improvements 81Page 13 mitigation measures, wetlands, v-ditches and public waste containers as applicable. ntal and Sustainab ility Division PUBLIC WORKS — EASEMENTS AND ACCESS RIGHTS 18. Sidewalk Easements. A public sidewalk easement shall be dedicated along the Gleason Road project frontage for any portion of public sidewalk outside of the public right-of-way. The easement shall include the portions of the ADA-compliant path at the driveway approach outside of the public right-of-way. City of Dublin Public Works Encroachment Permit Issuance PUBLIC WORKS — STORM DRAINAGE & OTHER UTILITIES 19. Storm Drain Inlet Markers. All public and private storm drain inlets must be marked with storm drain markers that read: "No dumping, drains to creek," and a note shall be shown on the improvement plans. The markers may be purchased from the Public Work Department. City of Dublin Public Works Acceptance of Off - Site Improvements 20. Fire Hydrants. Fire hydrant locations shall be approved by the Alameda County Fire Department. A raised reflector blue traffic marker shall be installed in the street opposite of each hydrant and shown on the signing and striping plan. City of Dublin Public Works Acceptance of Off - Site Improvements 21. Dry Utilities. Should the County construct any gas, electric, telephone, cable TV, and communication improvements within the Project, they shall be approved by the relevant public utility and identified in the approved plans shared with City. City of Dublin Public Works Occupancy Acceptance of Off - Site Improvements 22. Dry Utility Locations. All electric, telephone, cable TV, and communications utilities, within public right-of-way City of Dublin Public Works Acceptance of Off - Site Improvements shall be placed underground in accordance with the City policies and ordinances. All utilities shall be located and provided within public utility easements or public services easements and sized to meet utility company standards. 23. Utility Vaults and Boxes. All utility vaults, boxes, and structures within the public right-of-way shall be underground and placed in landscaped areas and screened from public view. Off -site landscape drawings shall be submitted to the City showing the location of all utility vaults, boxes, and structures and adjacent landscape features and plantings as part of the approved plans. The City of Dublin Public Works Acceptance of Off - Site Improvements 91Page 14 Joint Trench Plans for off -site shall be submitted along with the grading and/or improvement plans. PUBLIC WORKS- STREET IMPROVEMENTS 24. Public Improvements. The public improvements shall be constructed generally as shown on the 100% Bridging Documents — Drawings dated May 19, 2023. City of Dublin Public Works Encroachment Permit Issuance 25. Public Improvement Conformance. All public improvements shall conform to the City of Dublin Standard Plans, current practices, and design requirements as approved by the City Engineer and listed in the City of Dublin Title 7 Public Works Ordinance. City of Dublin Public Works Encroachment Permit Issuance 26. Curb, Gutter & Sidewalk. County shall remove and replace damaged, hazardous, or nonstandard curb, gutter and sidewalk along the project frontage. Contact the Public Works Department to mark the existing curb, gutter and sidewalk that will need to be removed and replaced. City of Dublin Public Works Encroachment Permit Issuance 27. Driveway Approach. The proposed driveway along Gleason Drive shall be designed per City standards. The design shall include a reverse curve to smoothen the transition of the sidewalk behind the driveway. The ADA-compliant path behind the driveway shall be a minimum of 5 feet. City of Dublin Public Works Encroachment Permit Issuance 28. Street Restoration. A grind and overlay with base repair will be required along the Gleason Drive project frontage as determined by the City Engineer City of Dublin Public Works Acceptance of Off - Site Improvements 29. Truck Turning Templates. The final improvement plans should include turning templates for the largest vehicle entering and exiting the driveway on Gleason Drive. Any modifications to the medians, sidewalk, and driveways necessary to accommodate the turns should be reflected in the final design. City of Dublin Public Works Encroachment Permit Issuance 30. Visibility Triangle. All improvements within the sight visibility triangle, including but not limited to walls and City of Dublin Public Works Encroachment Permit Issuance landscaping, shall be a maximum height of 30" from the roadway surface elevation at the nearest lane. 31. Traffic Signing and Striping. County shall install all traffic signage, striping, and pavement markings to the City of Dublin Encroachment Permit Issuance 101Page 15 frontage of the Project as required by the City Engineer. Signing plans shall show street names and stop signs and Public Works any other regulatory signage appropriate for the project. Striping plans shall show stop bars, lane lines and channelization, as necessary. Striping plans shall distinguish between existing striping to be removed and new striping to be installed. All striping shall be thermoplastic. PUBLIC WORKS — CONSTRUCTION 32. Erosion Control Implementation. An Erosion and Sediment Control Plan shall be implemented between October 1st and April 30th. The City shall conduct inspections of construction phase best management practices to ensure compliance with the plan. Alameda County Public Works Agency, City of Dublin Public Works Start of Construction and On -going 33. Archaeological Finds. If archaeological materials are encountered during construction, County shall follow the mitigation measures contained within the Initial Study/Mitigated Negative Declaration for the Project, which includes halting construction until a professional Archaeologist certified by the Society of California Archaeology (SCA) or the Society of Professional Archaeology (SOPA) has had an opportunity to evaluate the significance of the find and suggest appropriate mitigation measures. Alameda County General Services Agency Start of Construction and On -going 34. Construction Activities. Construction activities, including the idling, maintenance, and warming up of Alameda County General Services Agency Start of Construction and On -going equipment, shall be limited to Monday through Friday, and non -City holidays, between the hours of 7:30 a.m. and 6:00 p.m. Should construction activities need to occur outside of these hours, the County shall notify the City Engineer 72 hours in advance. 35. Temporary Fencing. Temporary construction fencing shall be installed along the construction work perimeter to separate the construction area from the public. All construction activities shall be confined within the Alameda County General Services Agency Start of Construction and On -going fenced area. Construction materials and/or equipment 111Page 16 shall not be operated/stored outside of the fenced area or within the public right-of-way unless approved in advance by the City Engineer. 36. Construction Noise Management Plan. County shall prepare a construction noise management plan that identifies measures to minimize construction noise on Alameda County General Services Agency Start of Construction Implementation, and On -going as needed surrounding developed properties. The plan shall include hours of construction operation, use of mufflers on construction equipment, speed limit for construction traffic, haul routes and identify a noise monitor. Specific noise management measures shall be provided prior to project construction. 37. Traffic Control Plan. Closing of any existing pedestrian pathway and/or sidewalk during construction shall be implemented through a City -approved Traffic Control Plan and shall be done with the goal of minimizing the impact on pedestrian circulation. City of Dublin Public Works Start of Construction and On -going as needed 38. Construction Traffic Interface Plan. County shall prepare a plan for construction traffic interface with public traffic on any existing public street. Construction traffic and parking may be subject to specific requirements by the City Engineer. City of Dublin Public Works Start of Construction; Implementation, and On -going as needed 39. Pest Control. County shall be responsible for controlling any rodent, mosquito, or other pest problem due to construction activities. Alameda County General Services Agency On -going 40. Dust Control Measures. County shall be responsible for watering or other dust -palliative measures to control dust as conditions warrant. Alameda County Public Works Agency Start of Construction; Implementation On - going as needed 121Page 17 41. Dust Control/Street Sweeping. County shall provide adequate dust control measures at all times during the grading and hauling operations. All trucks hauling export and import materials shall be provided with tarp cover at all times. Spillage of haul materials and mud -tracking on the haul routes shall be prevented at all times. The County shall be responsible for sweeping of streets within, surrounding and adjacent to the project, if it is determined that the tracking or accumulation of material City of Dublin Public Works During Grading and Site Work on the streets is due to its construction activities. 42. Construction Traffic and Parking. All construction- related parking shall be off-street in an area provided by the County. Alameda County General Services Agency Start of Construction and On -going 43. Grading Off -Haul. The disposal site and haul truck route for any off -haul dirt materials shall be provided to the City Engineer upon request. If the County does not own the parcel on which the proposed disposal site is located, the County shall provide the City with a Letter of Consent signed by the current owner, approving the placement of off -haul material on their parcel. A Transportation Permit or Encroachment Permit may be required for the haul route, as determined by the City Engineer, which shall include a pre- and post -hauling survey of the pavement conditions. County shall be responsible for repairing damaged pavement due to hauling operations, as determined by the City Engineer. City of Dublin Public Works Start of Construction and On -going PUBLIC WORKS — EROSION CONTROL & STORMWATER QUALITY 44. Erosion Control Plan. County shall provide the City with a copy of the erosion and sediment control plan as required by the County Public Works Agency Grading Permit with the Sitework Permit submittal. The plan includes design, location, and maintenance criteria of all erosion and sedimentation control measures. The plan shall also address site housekeeping best management practices. County shall be responsible for maintaining adequate erosion control measures within the County property and implementing best management practices Alameda County Public Works Agency Start of Site Grading 13 1Page 18 and sediment and erosion control measures to prevent impact to the City storm drain system. The City will conduct construction phase inspections to ensure compliance with the sediment and erosion control plan. 45. Stormwater Treatment. Consistent with Provision C.3 of the Municipal Regional Stormwater NPDES Permit (MRP) Order No. R2-2022-0018, the County shall submit documentation to the City for review and approval including construction drawings demonstrating all stormwater site design, source controls, treatment measures and hydromodification management measures are incorporated into the project, as applicable. Note: Per Provision C.3.b. ii. (2), replacement of all impervious surfaces, including sidewalks and any other portions of the public right-of-way that are developed or redeveloped as part of the Regulated Project, must include stormwater treatment and hydromodification management, as applicable. City of Dublin Public Works, Alameda County Public Works Agency Sitework Permit Issuance 46. Stormwater Source Control. All applicable structural and operational stormwater source controls shall be implemented. Stormwater Source Controls shall include measures to prevent water or chemicals from firefighting training activities from entering the storm drain system. City of Dublin Public Works and Environm ental and Sustainab ility Division Sitework Permit Issuance 47. Stormwater Maintenance Access. County shall design and construct maintenance access to all stormwater management measures and mitigation swales, as appropriate. Maintenance access for equipment and personnel to overflow risers, cleanouts and other structures is required. The final number, location, width, and surfacing of maintenance access points from public or private streets is subject to review by the City Engineer and GHAD Engineer, as applicable. City of Dublin Public Works/E nvironme ntal and Sustainab ility Division, Alameda County Public Sitework Permit Issuance 141Page 19 Works Agency 48. NOI and SWPPP. Prior to any clearing or grading, County shall provide the City evidence that a Notice of Intent (NOI) has been sent to the California State Water Resources Control Board per the requirements of the NPDES. A copy of the Storm Water Pollution Prevention Plan (SWPPP) shall be provided to the Public Works Department and be kept at the construction site. City of Dublin Public Works, Alameda County Public Works Agency Start of Any Construction Activities 49. SWPPP. The Storm Water Pollution Prevention Plan (SWPPP) shall identify the Best Management Practices (BMPs) appropriate to the project construction activities. The SWPPP shall include the erosion and sediment control measures in accordance with the regulations outlined in the most current version of the Association of Bay Area Governments (ABAG) Erosion and Sediment Control Handbook or State Construction Best Management Practices Handbook. The County is responsible for ensuring that all contractors implement all storm water pollution prevention measures in the SWPPP. City of Dublin Public Works, Alameda County Public Works Agency SWPPP to be Prepared and Implemented Prior to Start of Construction and On -going, as needed 50. Stormwater Management Plan. County shall submit to the City for review and approval by the City Engineer a Stormwater Management Plan. Approval is subject to the County providing the necessary plans, details, and calculations that demonstrate the plan complies with the standards issued by the San Francisco Bay Regional Water Quality Control Board and Alameda Countywide Clean Water Program. Landscape Based Stormwater Management Measures shall be irrigated and be on a separate irrigation controller from traditional landscape and meet WELO requirements. City of Dublin Public Works Sitework Permit Issuance 51. Stormwater Control Plan. A narrative Stormwater Control Plan with sufficient detail to ensure the stormwater design, site plan, and landscaping plan are congruent shall be submitted for review and approval by the City Engineer. The Stormwater Control Plan shall City of Dublin Public Works Sitework Permit Issuance 15 1Page 20 consist of a report and exhibit. Required details of the plan are available at https://dublin.ca.gov/1656 52. Trash Capture. The project must include appropriate full trash capture devices for both private and public improvements. Specific details on the trash capture devices selected are required on the construction plan set demonstrating how MRP Provision C.10 (trash capture) requirements are met. A list of approved full trash capture devices may be found at the California Stormwater Quality Association website at the following link: https://www.casga.org/resources/trash/certified-full- City of Dublin Public Works Sitework Permit Issuance capture-system-trash-treatment-control-devices. Please note that lead time for trash capture device delivery can be substantial. County shall plan accordingly. 53. Hydromodification Management Standards. This project is subject to hydromodification management requirements of the MRP (Provision C.3.g.). County shall demonstrate compliance with Provision C.3.g by using and submitting to the City the output from the Bay Area Hydrology Model (BAHM). The BAHM review worksheet is available for reference on the City's website at the following webpage: http://dublin.ca.gov/1656/ City of Dublin Public Works Sitework Permit Issuance PUBLIC WORKS — ON -SITE IMPROVEMENTS 54. Project Signs. All proposed monument signs shall be placed on private property. Signs should be located City of Dublin Public Works Stormwater Development /Encroachment Permit Issuance outside of any easement areas unless specifically approved by the City Engineer. Any signage allowed to be located in an easement is subject to removal and replacement at the expense of the County if required by the easement holder. 55. Garbage Truck Access. County shall provide plans and details on anticipated garbage truck access and routes, in addition to example set -out diagrams for waste containers placement on garbage day demonstrating adequate space available for waste containers. Carts and bins shall not block street or driveway access. City of Dublin Public Works/E nvironme ntal and Sustainab Acceptance of Off - Site Improvements 161Page 21 ility Division 56. Waste Enclosure. A waste enclosure meeting all requirements set forth in Dublin Municipal Code Section 7.98, including but not limited to providing a roof and a connection to the sanitary sewer to comply with MRP Provision C.3.c.i.(1)(a), shall be constructed. The improvement plans shall include details demonstrating that these requirements are met. City of Dublin Public Works Sitework Permit Issuance -END- 171Page 22 21 20 )-'9, 8 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R PROJECT DIRECTORY - DBE TEAM A DA COUN Y R RA N NG N R SHEET INDEX CLIENT R `- B.V Iis / OWNER/CLIENT GENERAL A-1-801 EXTERIOR DETAILS A-000 COVER SHEET A-1-802 EXTERIOR DETAILS A-001 PROJECT INFORMATION, GENERAL NOTES, GENERAL SCOPE OF WORK A-1-803 EXTERIOR DETAILS A-011 CODE, EGRESS & ACCESSIBILITY SITE PLAN A-1-832 INTERIOR DETAILS A-012 CODE SUMMARY & EGRESS PLAN A-1-841 STOREFRONT SCHEDULES - CLASSROOM BLDG. A-021 SIGNAGE PLANS A-1-901 PARTITION TYPES - CLASSROOM BLDG. A-022 CODE & SIGN DETAILS A-1-921 DOOR SCHEDULES - CLASSROOM BLDG. A-023 EXTERIOR SIGN DETAILS A 1 931 FINISH SCHEDULES CLASSROOM BLDG. A-024 EXTERIOR SIGNS DETAILS A-025 INTERIOR SIGNS DETAILS ARCHITECTURE TRAINING TOWER A-026 INTERIOR SIGNS DETAILS A-2-121 FIRST LEVEL FLOOR PLAN - TRAINING TOWER A-031 DESIGN INTENT - EXTERIOR RENDERED VIEWS A-2-122 SECOND LEVEL FLOOR PLAN - TRAINING TOWER A-032 DESIGN INTENT - EXTERIOR RENDERED VIEWS A-2-123 THIRD LEVEL FLOOR PLAN - TRAINING TOWER A 033 DESIGN INTENT INTERIOR RENDERED VIEWS A 2 124 FOURTH & FIFTH LEVEL FLOOR PLANS TRAINING TOWER A 034 DESIGN INTENT OVERVIEW EXTERIOR DESIGN IMAGES A-2-131 FIRST & SECOND LEVEL RCP - TOWER BUILDING A-045 LEED SCORECARD & CALGREEN CHECKLIST A-2-132 THIRD, FOURTH, & FIFTH LEVEL RCP - TOWER BUILDING A-2-141 STAIR TOWER ROOF PLAN - TRAINING TOWER CIVIL A-2-201 EXTERIOR ELEVATIONS - TRAINING TOWER C1.0 GENERAL NOTES A-2-202 EXT. ELEVATIONS - TRAINING TOWER COLOR C1.1 FIRE ACCESS PLAN A-2-301 BUILDING CROSS SECTIONS - TRAINING TOWER C2.0 TOPOGRAPHIC & DEMOLITION PLAN A-2-701 ENLARGED STAIR PLANS / SECTIONS - TRAINING TOWER C3.0 PAVING DIMENSIONING PLAN A-2-801 ARCHITECTUAL DETAILS - TRAINING TOWER C3.1 SITE FEATURES @ AMENITIES A-2-802 ARCHITECTURAL DETAILS - TRAINING TOWER OPENINGS C4.0 GRADING PLAN A-2-803 ARCHITECTURAL DETAILS - TRAINING TOWER C5.0 UTILITY PLAN A-2-921 WIINDOW & DOOR SCHEDULES - TRAINING TOWER C6.0 EROSION CONTROL PLAN A-2-931 FINISH SCHEDULES - TRAINING TOWER 7. DETAILS C7.1 DETAILS II ARCHITECTURE SCBA BLDG. C7.2 DETAILS III A 3 121 FLOOR PLAN, ROOF PLAN, RCP, SCBA BLDG. C7.3 DETAILS IV A 3 201 EXTERIOR ELEV., BLDG SECTION, INT. ELEV. SCBA BLDG. C7.4 DETAILS V A-3-202 EXTERIOR ELEV. COLOR - SCBA BLDG. C7.5 DETAILS VI A-3-801 SCHEDULES - SCBA BLDG. C8.0 STORMWATER MANAGEMENT PLAN C8.1 STORM WATER TREATMENT DETAILS PLUMBING P-0-000 PLUMBING COVER SHEET LANDSCAPE P-0-001 PLUMBING EQUIPMENT SCHEDULES L1.0 IRRIGATION PLAN P-0-002 PLUMBING SITE PLAN L-1.1 IRRIGATION CALCULATIONS P-1-200 PLUMBING FLOOR PLAN - CLASSROOM BLDG - BELOW SLAB L-2.0 TREE PLAN P-1-210 PLUMBING FLOOR PLAN - CLASSROOM BLDG - LEVEL 1 L-2.1 SHRUB & GROUNDCOVER PLAN P-1-220 PLUMBING ROOF PLAN - CLASSROOM BLDG - ROOF L-3.0 LANDSCAOE DETAILS I P-1-310 DOMESTIC WATER PLAN - CLASSROOM BLDG - LEVEL 1 L-3.1 LANDSCAPE DETAILS II P-3-310 DOMESTIC WATER PLANS - SCBA BLDG L-3.2 LANDSCAPE DETAILS III P 4 601 PLUMBING DETAILS 0-L3.2 PLANTS LIST AND NOTES P-4-602 PLUMBING DETAILS 0-L5.0 LANDSCAPE DETAILS AND IMAGERY P-4-701 PLUMBING TITLE 24 0-L5.2 LANDSCAPE DETAILS 0-L5.3 PLANTING DETAILS MECHANICAL 0-BAS0.01 HVAC CONTROL SCHEMATICS STRUCTURAL 0-M0.01 HVAC LEGENDS AND ABBREVIATIONS 0-S0.10 GENERAL NOTES AND SPECIFICATIONS 0-M0.02 HVAC SCHEDULES 0-S1.10 TYPICAL CONCRETE DETAILS 0-M4.01 HVAC DETAILS 0-S1.20 TYPICAL WOOD DETAILS 1-M2.01 LEVEL 1 HVAC FLOOR PLAN - CLASSROOM BUILDING 0-S1.21 TYPICAL WOOD DETAILS 1-M2.02 ROOF HVAC PLAN - CLASSROOM BUILDING 0-S1.30 TYPICAL CFS ELEVATION AND CONNECTION DETAILS 3-M2.01 HVAC FLOOR PLAN - SCBA BUILDING 0-S1.31 TYPICAL CFS SOFFIT & MISCELLANEOUS DETAILS 0-S1.40 TYPICAL CMU DETAILS ELECTRICAL 0-S2.10 FDN AND ROOF FRAMING PLANS - SITE STRUCTURES E0.00 GENERAL NOTES, SHEET INDEX, LEGEND 1-S2.10 FOUNDATION PLAN - CLASSROOMS E0.01 LUMINAIRE SCHEDULE 1-S2.20 ROOF FRAMING PLAN - CLASSROOMS E0.02 ONELINE DIAGRAM 2-S2.10 FOUNDATION AND 2ND FLOOR FRAMING PLAN - TOWER E1.10 SITE LIGHTING PLAN 2-S2.20 3RD, 4TH, 5TH, FLOOR/ROOF FRAMING PLAN - TOWER E1.11 SITE PHOTOMETRIC CALCULATIONS 2-S3.00 FOUNDATION DETAILS E1.12 SITE POWER PLAN 2-S3.01 STEEL DETAILS 1-E2.10 CLASSROOM LIGHTING 3-S2.10 SITE FRAMING PLANS AND DETAILS 1-E2.11 CLASSROOM POWER 2-E2.10 TRAINING TOWER LIGHTING/POWER ARCHITECTURE 3-E2.10 SCBA LIGHTING/POWER A 101 ARCHITECTURAL SITE PLAN A -102 TRASH ENCLOSURE DETAILS LOW VOLTAGE A -103 PUMP TEST PIT DETAILS TA-001 GEN. NOTES, SYMBOL, LEGEND, ABBR. & JBOX SCHEDULE A -104 PUBLIC ARTWORK CONCRETE FOUNDATION PROTOTYPE TA-002 SYMBOL SCHEDULE A -105 OUTDOOR SHADE CANOPY DETAILS TA-1-121 AUDIOVISUAL FIRST FLOOR PLAN - CLASSROOM BUILDING TA-1-131 AUDIOVISUAL FIRST FLOOR RCP - CLASSROOM BUILDING ARCHITECTURE CLASSROOM TN-001 GEN. NOTES, SYMBOL, LEGEND, ABBR. & JBOX SCHEDULE A-1-121 FLOOR PLAN - CLASSROOM BLDG. TN-002 SYMBOL SCHEDULE A-1-122 DIMENSION PLAN -CLASSROOM BLDG. TN-0-101 COMMUNICATIONS SITE PLAN A-1-131 REFLECTED CEILING PLAN - CLASSROOM BLDG. TN-1-121 COMM FIRST FLOOR PLAN - CLASSROOM BUILDING A-1-141 ROOF PLAN - CLASSROOM BLDG. TN-1-131 COMM FIRST FLOOR RCP - CLASSROOM BUILDING A 1 201 EXTERIOR ELEVATIONS NORTH &SOUTH CLASSROOM BLDG. TN 1 401 COMM. TELECOM/SERVER CLOSET 1 110 ENL. PLAN &RCP A-1-201A EXTERIOR ELEVATIONS - SOUTH - CLASSROOM BLDG. TN-901 DETAILS - DEVICES A-1-202A EXTERIOR ELEVATIONS -NORTH - CLASSROOM BLDG. TN-902 DETAILS - RACK R15 A-1-202 EXTERIOR ELEVATION - EAST & WEST - CLASSROOM BLDG. TN-903 DETAILS - RACK R28 A-1-203 EXT. ELEV. (E)& (W)CLASSROOM BLDG. TN-904 DETAILS - INTERIOR FASTENING A-1-204 EXT. ELEVATION SOUTH - EXTENDED TN-905 DETAILS - COMMUNICATIONS VAULT A-1-301 BUILDING SECTIONS - CLASSROOM BLDG. TN-906 DETAILS - COMMUNICATIONS VAULT A-1-311 WALL SECTIONS - CLASSROOM BLDG. TN-907 TRENCH SECTIONS A-1-312 WALL SECTIONS - CLASSROOM BLDG. TN-908 DETAILS - FIRESTOPPING A-1-313 WALL SECTIONS - CALSSROOM BLDG. TY-001 GEN. NOTES, SYMBOL, LEGEND, ABBR. & JBOX SCHEDULE A-1-401 ENLARGED PLAN & INTERIOR ELEVATION - LOBBY TY-002 SYMBOL SCHEDULE A-1-402 ENLARGED PLAN & INTERIOR ELEVATION - BREAK RM & RECEPTION TY-0-101 ELECTRONIC SECURITY SYSTEMS SITE PLAN A-1-403 ENLARGED PLAN & INTERIOR ELEVATION - CLASSROOMS TY-1-121 ESS FIRST FLOOR PLAN - CLASSROOM BUILDING A-1-404 ENLARGED PLAN & INTERIOR ELEVATIONS - TURNOUT ROOM TY-1-131 ESS FIRST FLOOR RCP - CLASSROOM BUILDING A-1-405 ENLARGED PLAN & INTERIOR ELEVATION - EXCERCISE ROOM TY-701 ACCESS CONTROL SINGLE LINE DIAGRAM A-1-406 ENLARGED PLAN & INTERIOR ELEVATION - UTILITY & OFFICE STORAGE TY-702 SURVEILLANCE VIDEO SYSTEM FUNCTIONAL DIAGRAM A-1-407 ENLARGED PLAN & INTERIOR ELEVATION - MALE LOCKER ROOM TY-901 DETAILS - ELEC. SECURITY SYS. ACCESS CONTROL A-1-408 ENLARGED PLAN & INTERIOR ELEVATION - MALE LOCKER ROOM TY-902 DETAILS - VIDEO SUREILLANCE SYSTEMS A-1-409 ENLARGED PLAN & INTERIOR ELEVATION - WOMEN'S LOCKER ROOM A-1-410 ENLARGED PLAN & INTERIOR ELEVATION - ALL GENDER ROOM A-1-411 ENLARGED PLAN & INTERIOR ELEVATION - PUBLIC & JANITOR RM MECHANICAL ENGINEER ALAMEDA COUNTY GENERAL SERVICES AGENCY GSA CAPITAL PROGRAMS N.V. HEATHORN 1401 LAKESIDE DRIVE, SUITE 800 1980 OLIVERA RD SUITE C OAKLAND, CA 94612 CONCORD, CA 94520 (510) 208-9522 (510) 569-9100A PATRICK LAM, SENIOR PROJECT MANAGER NVHEATHORN.COM PATRICK.LAM@ACGOV.ORG ELECTRICAL ENGINEER 1-4 ^ r �j J �•/ Crill lq (A �y I OF N�` DESIGN BUILDER EDWARD SCOTT ELECTRIC OVERAA CONSTRUCTION 500 W OHIO AVE, RICHMOND, CA 94804 200 PARR BOULEVARD (415) 206-7120 RICHMOND, CA 94801 EDWARDWSCOTTELECTRIC.COMC (510) 234-0926 PLUMBING ENGINEER ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE 10T H , FLOOR, OAKLAN D , CA 94612 P ARCHITECT MATRIX HG SHAH KAWASAKI ARCHITECTS 115 MASON CIR, CONCORD, CA 94520 570 10TH STREET, SUITE 201 (925) 459 9200 OAKLAND, CA 94607 MATRIXHGINC.COM (510) 663-6090 FIRE PROTECTION ENGINEER CIVIL ENGINEER 1 LANDSCAPE ARCHITECT BATTALION ONE SIEGFRIED ENGINEERING, INC. 14755 CATALINA ST, SAN LEANDRO, CA 94577 3428 BROOKSIDE ROAD (510) 650-8075 STOCKTON, CA 95219 BATTALIONONEFIRE.COM (209)943-2021 LEED CONSULTANT 5053 GLEASON DRIVE, • 0 DUBLIN, CA 94568 STRUCTURAL ENGINEER AR GREEN CONSULTING 1915 SACRAMENTO ST. ZFA STRUCTURAL ENGINEERS SAN FRANCISCO, CA 94109 1212 FOURTH ST., SUITE Z, (415) 559-0331 SANTA ROSA CA 95404 ACOUSTICALIAVITELECOMMUNICATIONS N (707) 526-0992 SMITH, FAUSE & MCDONALD, INC. 351 8TH STREET SAN FRANCISCO, CA 94103 (415) 255-9180 SPECIFICATION WRITER JOHN RAEBER 443 GOLD MINE DRIVE SAN FRANCISCO, CA 94131 (415) 920-2244 - - _ _ •,.� . _ • , ` * ,• 41 - :; , , » �J�„nF. - ._. _;� , �f- -_ I_ T : -41 „ • moony ----404 4' i _ _ - - - �: ` , - w- ;:A ,-, s_} : ,= 4 . 1 .' 4/ It ' + , ,,,--- -, ;:� • M M L J J r ,a; ;i� r !~ ,, = j . �( t;; ,T �..[i- - ,.- �' ' r -- ,• , i � I - - �� ''r� r. �� � _ a �' ' ;'�' •' f __ .: '• " 4 �. •,►''' * " ` ' • �'' " ' ' 'r r - r - - - - -'� - - - - - ` = ` eh a ._. '� �-� _ - ,• �►"- - ,�, s-�S ► • r` r f �' `' - •'�•rit 4 `r0 ''- `- w ~ f ' •� " - :. , , ,` •?.. " _ ,� •� �a�� y• •;. � ►�,'; - ''';" ' b " dk •1 • , s1 • '. `f . ��' �- •`'•• r'� t:' ; " . 7 .y�•• • '; `� ' ' ?� ��.-•••.., � �` . \ � ! ••• •. 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'i _ ' ' ' - I G G PICTORAL RENDERINGS ARE FOR GRAPHIC REFERENCE ONLY F F NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects E APPLICABLE CODES: AERIAL CONTEXT AND SITE VICINITY MAP GENERAL NOTES PROJECT INFORMATION Revision Number DATE ISSUE DESCRIPTION E R1 09/13/2024 CITY OFDUBLINSDR 10/02/2024 50% DESIGN DEVELOPMENT 2022 CALIFORNIA BUILDING STANDARDS CODE (TITLE 24, CALIFORNIA CODE OF REGULATIONS) 2022 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE (TITLE 24, CALIFORNIA CODE OF REGULATIONS, PART 1) 2022 CALIFORNIA BUILDING CODE (TITLE 24, CALIFORNIA CODE OF REGULATIONS, PART 2) 2022 CALIFORNIA ELECTRICAL CODE (TITLE 24, CALIFORNIA CODE OF REGULATIONS, PART 3) 2022 CALIFORNIA MECHANICAL CODE (TITLE 24, CALIFORNIA CODE OF REGULATIONS, PART 4) 2022 CALIFORNIA PLUMBING CODE (TITLE 24, CALIFORNIA CODE OF REGULATIONS, PART 5) 2022 CALIFORNIA ENERGY CODE (TITLE 24, CALIFORNIA CODE OF REGULATIONS, PART 6) 2022 CALIFORNIA FIRE CODE (TITLE 24, CALIFORNIA CODE OF REGULATIONS, PART 9) 2022 GREEN BUILDING STANDARDS CODE (CALGREEN) (TITLE 24, CALIFORNIA CODE OF REGULATIONS, PART 11) 2022 CALIFORNIA REFERENCE STANDARDS CODE (TITLE 24, CALIFORNIA CODE OF REGULATIONS, PART 12) - > . y! •.- I •': -�•"� _.- ='" ,�"'� . �', ,. �;, •.� -., ~ ' IN•`' • s_ • _ _: r . _r 1. DEFINITIONS A. "TYPICAL" OR "TYP." MEANS IDENTICAL FOR ALL CONDITIONS, UNLESS OTHERWISE NOTED B. "SIMILAR" OR "SIM" MEANS COMPARABLE CHARACTERISTICS FOR APN: 986-5-38--16 PROJECT NAME: ALAMEDA COUNTY FIRE TRAINING CENTER . BUILDING AREAS: - EXISTING: NONE CLASSROOM: 7,791 SF TRAINING TOWER: 5,741 SF - SCBA BUILDING: 915 SF SITE IMPROVEMENT: 140,875 SF JURISDICTION: COUNTY OF ALAMEDA PARKING REQUIREMENTS: (2) ACCESSIBLE STALLS REQD. PER CBC 11B-208 (8) EV CAPABLE SPACES REQUIRED PER CGBSC TABLE 5.106.5.3.1 (2) EV CHARGING SPACES (EVCS) REQUIRED PER CGBSC TABLE 5.106.5.3.1 (1) ACCESSIBLE EVCS REQD. PER CBC 11B-228.3 FIRE SPRINKLERED: YES (CLASSROOM & SCBA BUILDINGS ONLY) USE OCCUPANCY: CLASSROOM: A-3 "ASSEMBLY" B "BUSINESS" TRAINING TOWER: LIVE FIRE TRAINING STRUCTURE PER NFPA 1402. THIS STRUCTURE IS A NON -OCCUPIED STRUCTURE USED FOR THE SOLE PURPOSE OF TRAINING ABLE BODIED FIRE DEPARTMENT AND LAW ENFORCEMENT PERSONNEL. THIS STRUCTURE IS NOT DESIGNED TO�A�y; ACCOMODATE THE GENERAL PUBLIC AND AS SUCH IS NOT DESIGNED IN CONFORMANCE WITH ACCESS AND BUILDING CODES FOR CIRCULATION,�.... EXITING, OR LIFE SAFETY. ZONING: PD (PLANNED DEVELOPMENT) TOTAL BUILDING STORIES: - CLASSROOM: 1 -TRAINING TOWER: 5 -SCBABUILDING: 1 .. I. _ V ^ 1...t.. '1 ' - .� ;� . �. -_ 4'. tw *'' �°^-� _, _ _ ;} •-�0 J * •+ai,'�' � `- THE CONDITION NOTED. VERIFY DIMENSIONS AND ORIENTATIONS C. "PROVIDE" MEANS TO FURNISH AND INSTALL D. "FURNISH" MEANS TO FURNISH, AND OTHERS TO INSTALL D D Project ALAMEDA 5053 FIRE GLEASON CENTER TRAINING 94568 DRIVE, COUNTY DUBLIN, CA a ` .-* --'�' - ;'• - a�'_% = -it .L _ ') - --• _ r"' '�, ` - .' '' i • dI' J - • /¢ • r Y c -". ' • •� �'� .� • _ i ` 14 `1""1 �-• 1101 . �/` ` - �: - = J ,� . ,7 , SANTA RITA JAIL - .' - �°'6'r �! » f - C • . , r� r• ,ti ; �. - �. •4 2. DIMENSIONING RULES A. HORIZONTAL DIMENSIONS ARE SHOWN FROM FACE OF FINISH UNLESS OTHERWISE NOTED B. DIMENSIONS NOTED "HOLD", "CLEAR" OR "CLR" MUST BE PRECISELY MAINTAINED C. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT APPROVAL OF THE ARCHITECT OR UNLESS NOTED (+/-) C - I I ' .: • *, `• :� I I • :• I�• - -- - - .. -COUNTY . t" - ' ..."•' BRODER BLVD r ` . , Y N. ' •:' L 1'} - �'� r.. �� �• �. I - 1 (4I. D. DIMENSIONS TO THE EXTERIOR WALL ARE TO THE OUTSIDE FACE OF STUD UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS FOR CASEWORK, TOILET ACCESSORIES, HANDRAILS AND GUARDRAILS ARE FROM THE FINISHED FLOOR, UNLESS OTHERWISE NOTED Architect of Record �--{ // KAWASAKI K A W A A S A f --� K Contractor ,, ' :•• .: , __ _ .. _, „•', Y ry _ -L t• •', /1 • •'• IT4'•�'� •. • r EAST COUNTY ._ . y{SITE � •. _ EOC ¢ _COUNTY SHERIFFS • '.,, ; O . + ' '' • `` • ' , 111. . FS c _t t - �Z _s.-� - F. DO NOT SCALE DRAWINGS. IF CONTRACTOR IS UNABLE TO LOCATE DIMENSIONS FOR ANY ITEM OF WORK, CONSULT WITH THE ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION G. DIMENSIONS MARKED V.I.F. SHALL BE "VERIFIED IN FIELD" BY THE :: •� :;� .' I :"...�•HOJ"; ..• .• ., , , r r 3 •_ ,. '• • • ''", f . .,.r..-..____.. ;�'+-ri F --' •� Y*y + .. 3 C O M;,/s :-1 ,��' CONTRACTOR AND COORDINATED WITH THE ARCHITECT PRIOR TO THE START OF CONSTRUCTION B B ARCH!TECTS` 570 IOth Oakland, Street. CA Suite 94607 201 • Construction yr •, " : - ' - GLEASON DRIVE- . " --�• ", ` �� - . '�+l ' ,�! '�� j \ r • • i ., r+ ����;; •• i •�'� ' +•----•- .r•1114.^ 1 �,4•*' i• 7.41 - 4 ' 1 ,■` ; '.S Jf _ 67Nit+. t.� � ..t ' . •A 'bry�.tY.' . _ tr;. • .4'S :- - - ' .- ' r, ;r•- " ? ,; ` a 3. THE ORIGINAL OF THESE DRAWINGS MEASURE 30" X 42". IF THE SHEETS IN USE ARE SMALLER THAN THE ORIGINAL SHEETS HAVE BEEN REDUCED IN SIZE AND THE SCALE MUST BE REDUCED ACCORDINGLY `PM r "� �..+, ' •, - _ F 7" - 7-!- Ai' .. COMMERCIAL '� ! r RESIDENTIAL `'�"_;- " ""' ' '"`' '' •` f �• ti �r -=-'�.{"'�'M " j I r r� - yw _ r • - - =• ,� _• tr �R• ���' 1 :� • t'�-fa- ri '•- • / ‘ �� w��,�; �.. _ •-.:_ `.. ems: / f i, r� _ r ,• i, • ems. • ,: • 4' �j !, , ,,.,rr' 4. REPETITIVE ITEMS NOTED IN ONE CONDITION ARE TO BE PROVIDED COMPLETE IN ALL SIMILAR CONDITIONS 5. DETAILS ARE KEYED TO REPRESENTATIVE LOCATIONS ONLY AND APPLY TO ALL CON 6. SIGNAGE AS SHOWN ON THESE PLANS ARE FOR REFERENCE ONLY. A SEPERATE SIGNAGE SUBMISSION AND PERMIT WILL BE REQUIRED. Drawing Title COVER SHEET A p ~ Drawing No. A-000 : .{ • �J �. ;' ''* e. "V- r` 1 � \ :. + ` " ' 7. ALL ONSITE LIGHTING WILL COMPLY WITH THE 1 FC STANDARD AND WILL HAVE NO UPLIGHTING/SKYLOAD. PHOTOMETRIC STUDY WILL BE PROVIDED WITH THE DESIGN DEVELOPMENT SUBMISSION SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R< ABBREVIATIONS REFERENCE SYMBOLS GENERAL SCOPE OF WORK CLIENT R c,1RVIc�S v O �] ANGLE (DEGREES) GA GAUGE R&S ROD & SHELF # POUND / NUMBER GALV GALVANIZED RAD RADIUS & AND GB GRAB BAR RB RUBBER BASE / RESILIENT BASE (E) EXISTING GB-24 24" LONG GRAB BAR RCP REFLECTED CEILING PLAN (N) NEW GB-36 36" LONG GRAB BAR RDWD REDWOOD @ AT GB-42 42" LONG GRAB BAR REF REFERENCE GC GENERAL CONTRACTOR REQ'D REQUIRED AB ANCHOR BOLT GFT GROUND FAULT INTERRUPT REST RESTROOM ACOUS ACOUSTICAL GL GLASS / GLAZING REV REVISION REFERENCE SYMBOLS INDICATE THAT ADDITIONAL INFORMATION CONCERNING THE PART OF THE WORK REFERENCED MAY BE FOUND AT THE LOCATION INDICATED BY THE SYMBOL AND AS DESCRIBED BELOW. DETAIL KEY NOTE THE WORK INCLUDES, BUT IS NOT NECESSARILY LIMITED TO, THE FOLLOWING: CITY OF DUBLIN SITE REQUIREMENTS: THE ALAMEDA COUNTY FIRE TRAINING CENTER BRIDGING DOCUMENTS, DESCRIBE THE BASIS OF DESIGN, DESIGN INTENT AND PROGRAM REQUIREMENTS FOR THE DESIGN/BUILD CONSTRUCTION OF A NEW FIRE TRAINING CENTER CONSISTING OF A NEW APPROXIMATELY 7,791 SF CLASSROOM/ADMINISTRATION BUILDING, A NEW THE DESIGN BUILD ENTITY (DBE) SHALL COORDINATE, DOCUMENT, AND SECURE APPROVALS FROM JURISDICATIONALI APPROXIMATELY 5,741 SF FIVE STORY FIRE TRAINING TOWER, A NEW APPROXIMATELY 915 SF SCBA/RESTROOM BUILDING, A NEW APPROXIMATELY 636 SF TRELLIS AGENCIES, AND CONSTRUCT AS REQUIRED THE FOLLOWING MINIMUM SITE REQUIREMENTS: STRUCTURE, A NEW APPROXIMATELY 1,480 SF RETRACTABLE AWNING, AND APPROXIMATELY 140,875 SF OF ASSOCIATED SITE IMPROVEMENTS. THE WORK INCLUDES DESIGN AND INSTALLATION OF CONNECTIONS FOR NEW UNDERGROUND ELECTRICAL, WATER, SEWER, FIRE WATER, STORM DRAIN, AND TELECOMMUNICATION SYSTEMS • INVESTIGATE EXISTING SIDEWALK, CURB AND GUTTER, AND CURB RAMPS FOR ANY AND PARKING LOT IMPROVEMENTS, SITE LIGHTING, ACCESSIBLE PATHS OF TRAVEL, SITE DRAINAGE IMPROVEMENTS, GRADING AND PAVING, NEW SECURITY FENCING AND DEFICIENCIES WITH RESPECT TO CURRENT ACCESSIBILITY STANDARDS. REMOVE AND GATES, STRIPING, SIGNAGE LANDSCAPING AND OTHER WORK NECESSARY FOR A COMPLETE AND FULLY OPERATIONAL FIRE TRAINING CENTER FACILITY. REPLACE NON -COMPLIANT EXISTING FEATURES. BRING ALL FOUND DEFICIENCIES INTO • REFER TO THE RFP/BRIDGING DOCUMENTS FOR MINIMUM REQUIREMENTS & DESIGN INTENT FOR THE PROJECT NOT SHOW HEREIN. COMPLIANCE. • COUNTY OF ALAMEDA STANDARD FORM OF AGREEMENT BETWEEN OWNER & CONTRACTOR • COUNTY OF ALAMEDA GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • SUBMIT TO THE COUNTY AND CITY OF DUBLIN HYDROLOGY AND HYDRAULIC CALCULATIONS • SOIL INVESTIGATION REPORT, PREPARED BY ROCKRIDGE GEOTECHNICAL ENGINEERS, DATED MARCH 1, 2021. TO CONFIRM THE PROPOSED STORM DRAIN CONNECTION FROM THE PROPERTY LINE • PROVISION OF ALL REQUIRED ARCHITECTURE, ENGINEERING AND SPECIALITY CONSULTANT CONSTRUCTION DOCUMENT AND PERMITTING SERVICES UTILIZING MOST CLEANOUT TO STORM DRAIN MAIN IS ADEQUATELY SIZED TO SERVE THE DEVELOPMENT. RECENTLY ADOPTED REVIT SOFTWARE NECESSARY TO SECURE APPROVED PERMITS AND ENTITLEMENTS FROM ALL JURISDICTIONAL AGENCIES REQUIRED FOR CONSTRUCTION OF THE WORK.• SUBMIT TO THE COUNTY AND CITY OF DUBLIN A STORMWATER REQUIREMENTS CHECKLIST • LEED SILVER CERTIFICATION FOR NEW CONSTRUCTION FOR ALL OCCUPIED BUILDINGS AND INCORPORATE APPLICABLE MEASURES INTO PROJECT PLANS. THE CHECKLIST CAN BE • PERMIT FACILITATION, COORDINATION AND APPROVALS DOWNLOADED FROM THE CITY'S WEBSITE AT: HTTP://DUBLIN.CA.GOV/1656/STORMWATER- • COMPLIANCE, RECORD KEEPING AND AUDIT COORDINATION WITH COUNTY OF ALAMEDA PROJECT LABOR AGREEMENTS (PLA) DEVELOPMENT -SUBMITTAL -REQUIRE. • PROVISION OF ALL LABOR, MATERIALS, EQUIPMENT, INSURANCE AND PROFIT & OVERHEAD COSTS • PROVISION OF GEOTECHNCIAL ENGINEERING SERVICES • PROVIDE A DETAILED EROSION AND SEDIMENT CONTROL PLAN WITH THE GRADING PLAN • PROVISION OF TOPOGRAPHIC SURVEY SERVICES SUBMITTAL TO THE COUNTY AND CITY OF DUBLIN THAT SHALL CONTAIN THE"CLEAN BAY • VERIFICATION FOR ACCURACY AND COMPLETENESS OF (E) UTILITY DRAWINGS PROVIDED BY COUNTY BLUEPRINT," WHICH CAN BE FOUND ON THE CITY OF DUBLIN WEBSITE AT THE FOLLOWING • PROVISION OF QUALIFIED ADEQUATE NUMBERS OF STAFF AND TRADES PEOPLE TO COMPLETE THE WORK PER THE APPROVED PROJECT SCHEDULE ADDRESS: HTTP://WWW.DUBLIN.CA.GOV/DOCUMENTCENTER/VIEW/13531 BUILDING PERMITS AND FEES • • CONTINUOUS ON -SITE SUPERVISION OF THE WORK BY A QUALIFIED PROJECT SUPERINTENDENT • PREPARE AND SUBMIT A STORMWATER MANAGEMENT PLAN TO THE COUNTY SHOWING • PROJECT MANAGEMENT, SCHEDULING, INSPECTIONS, TESTING COORDINATION HOW C.3 AND C.10 REQUIREMENTS ARE MET. INDICATE HOW THE MUNICIPAL REGIONAL • SUBCONTRACTOR SCHEDULING AND COORDINATION STORMWATER NPDES PERMIT REQUIREMENTS SHALL BE MET IN THE CONSTRUCTION • COVID CONSTRUCTION SAFETY PROTOCOLS COMPLYING WITH ALAMEDA COUNTY GUIDELINES, IMPLEMENTED AND MANAGED BY THE GENERAL CONTRACTOR DOCUMENTS. THE STORMWATER MANAGEMENT PLAN SHALL DELINEATE DRAINAGE • ONSITE WEEKLY JOB SITE OWNER, ARCHITECT, CONTRACTOR (OAC) MEETINGS MANAGEMENT AREAS (DMAS) AND INCLUDE CORRESPONDING C.3 CALCULATIONS FOR • COORDINATION WITH NEIGHBORING PROPERTY OWNERS TO MINIMIZE DISRUPTION TO ONGONG COUNTY OR CITY OPERATIONS AND DISTURBANCE TO NEARBY RESIDENTS. EACH DMA. • PROVISION OF CONSTRUCTION STAGING AND PARKING AREAS • COORDINATION, MANAGEMENT AND SCHEDULING WITH PG&E OF ALL PG&E RELATED ENGINEERING, PERMITS AND THE INSTALLATION OF PG&E WORK. DBE TO VERIFY • DEMONSTRATE TO THE COUNTY AND CITY OF DUBLIN HOW THE FOLLOWING SOURCE SWITCHGEAR IS AVAILABLE ON -SITE WITH 325A OF POWER STORM WATER CONTROL FEATURES ARE MITIGATED IN THE CONSTRUCTION DOCUMENTS •• COORDINATION OF COUNTY OF ALAMEDA BUILDING & PLANNING DEPARTMENT AND PUBLIC WORKS INSPECTIONS. INCLUDING BUT NOT LIMITED TO THE FOLLOWING FACILITY ELEMENTS: COORDINATION AND SCHEDULING OF THE PUBLIC ART IN ACCORDANCE WITH THE COUNTY'S PUBLIC ART ORDINANCE. THE PUBLIC ART DESIGNED BY OTHERS WILL BE A. METAL ROOFS - COAT ALL METAL ROOFS, INCLUDING GALVANIZED ROOFS, MOUNTED ON CONCRETE FOUNDATIONS WITH INTEGRAL STEEL FRAMES (FRAME SYSTEMS) PROVIDED BY THE DBE. THE ART SHALL BE INSTALLED BY THE ARTIST. DBE TO WITH RUST -INHIBITIVE PAINT. COORDINATE AND INSTALL THE LOCATIONS OF THE PUBLIC ART FRAME SYSTEMS SO AS NOT TO CONFLICT WITH THE CONCRETE BIO-SWALE BASIN, LANDSCAPE B. FIRE SPRINKLER - FIRE SPRINKLER TEST WATER DISCHARGE SHALL BE TO AN IRRIGATION SYSTEM, ANY BELOW GRADE UTILITIES AND PROPOSED STREET TREE LOCATIONS. FINISHED FRAME SYSTEM AND PUBLIC ART INSTALLATION WILL BE FINE APPROPRIATELY SIZED LANDSCAPE AREA OR SANITARY SEWER. FOR LANDSCAPE GRADED AND MULCHED TO SEAMLESSLY BLEND INTO THE LANDSCAPE IMPROVEMENTS BY THE DBE. DBE SHALL COMMUNICATE, COORDINATE, SCHEDULE WITHIN THE CPM DISCHARGE, REFER TO THE CITY OF DUBLIN FIRE SPRINKLER TEST WATER FACT CONSTRUCTION SCHEDULE AND ALLOW THE PUBLIC ARTIST TEAM ON SITE TO INSTALL AND COMPLETE THE PUBLIC ART INSTALLATION DURING THE CONSTRUCTION OF SHEET, WHICH CAN BE DOWNLOADED FROM THE CITY WEBSITE AT: THE PROJECT. HTTPS://DUBLIN.CA.GOV/1656/DEVELOPMENT-PERMITS-STORMWATE-REQUIRE • COORDINATION WITH AT&T OF LOW VOLTAGE REQUIREMENTS. C. MISCELLANEOUS DRAIN OR WASH WATER - DRAIN CONDENSATE FROM AIR • PROTECTION OF NEIGHBORING BUILDINGS, PAVING, SIDEWALKS, CURBS, GUTTERS, LANDSCAPING & SITE FEATURES THAT ARE NIC TO THIS CONTRACT FROM CONDITIONING UNITS TO APPROPRIATELY SIZED LANDSCAPING AREAS OR CONSTRUCTION DAMAGE, DIRT, DUST OR DEBRIS SANITARY SEWERS. ACQUISITION OF ENCROACHMENT PERMITS FROM THE CITY OF DUBLIN •• MATERIAL HANDLING, MATERIAL PROTECTION, SCHEDULING AND COORDINATION OF ALL MATERIAL SUPPLIERS AND SUBCONTRACTORS TO ENSURE THE ORDERLY• PROVIDE PLANTS WITHIN THE BIO RETENTION AREAS AND FLOW THROUGH PLANTERS PROGRESS OF THE WORK WHICH ARE CONSISTENT WITH THE DUBLIN CLEAN WATER PROGRAM PRE -APPROVED LIST. • AND SCHEDULING OF THE WORK COVERED BY SEPARATE BUILDING PERMITS OR BY OTHER SUBCONTRATORS ASSOCIATED WITH THE CONSTRUCTION OF THE WORK. • DESIGN AND CONSTRUCT BIO-RETENTION AREAS TO BE FLAT, TO ALLOW EVEN • PROVISION OF JOB SITE TEMPORARY MODULAR OFFICE TRAILER, POWER, WATER & PORTABLE TOILETS FOR CONSTRUCTION PURPOSES DISTRIBUTION OF RUNOFF. PROVIDE TOP OF SOIL ELEVATIONS AND REMOVE SLOPES ON • PROVISION OF A 6' HIGH TEMPORARY JOB SITE CHAIN LINK FENCE WITH GREEN VISUAL SCREEN FABRIC SURROUDING THE ENTIRE AREA OF WORK WITH 12' MIN.VEHICLE THE GRADING PLAN AS NEEDED. GATE AT EXISTING CURB CUT ON GLEASON DRIVE. • CUTTING AND PATCHING • PROVIDE AND INSTALL APPROVED FULL TRASH CAPTURE DEVICES TO MEET MRP • EXISTING UTILITY PROTECTION, CAPPING & RELOCATION PROVISION C.10 REQUIREMENTS. APPROPRIATE STORMWATER MANAGEMENT MEASURES • DEACTIVATION, CAPPING, REMOVAL & SAFEING OF EXISTING PRESSURIZED GAS, WATER, AND POWER PIPING, VALVES, METERS AND ASSOCIATED SYSTEMS (E.G., TRASH CAPTURE, TREATMENT, HYDROMODIFICATION, AS REQUIRED) MUST BE • EROSION & STORM WATER RUNOFF CONTROL INSTALLED WITH EACH PHASE OF THE PROJECT. TEMPORARY FACILITIES ARE NOT , SHORING & JOB SITE SAFETY PERMITTED. • DEWATERING AND LEGAL STORAGE & DISPOSAL OF ALL PUMPED GROUND AND RAIN WATER FROM EXCAVATIONS • MISC. SITE & EXISTING BUILDING AND FOUNDATIONS DEMOLITION AND REMOVAL OF DEBRIS • PROVIDE STORMWATER TREATMENT SYSTEMS TO MANAGE STORMWATER RUNOFF FROM • REPAIR IN -KIND EXISTING SURFACES TO BE RETAINED THAT ARE DAMAGED BY THE DEMOLITION OR CONSTRUCTION PROCESS ANY IMPERVIOUS SURFACE CREATED/REPLACED IN THE PUBLIC RIGHT OF WAY AS PART OF • SITE PREPARATION INCLUDING SITE DEMOLITION, CLEARING, GRUBBING THE PROJECT, INCLUDING ADA CURB RAMPS, SIDEWALK SECTION REPLACEMENT, • WINTERIZATION OF SITE TO ALLOW FOR CONSTRUCTION OF WORK DURING INCLEMENT WEATHER CURB/GUTTER REPLACEMENT, ETC. • SITE EXCAVATION, MATERIAL MOVEMENT, COMPACTION & LEGAL OFF SITE DISPOSAL OF SPOILS • PROVISION, PLACEMENT AND COMPACTION OF ENGINEERED FILL MATERIALS • COMPLY WITH SB 1383 PROCUREMENT REQUIREMENTS, INCLUDING, ALL MULCH AND • FINE FINISHING GRADING COMPOST USED IN STORMWATER MANAGEMENT MEASURES AND GENERAL LANDSCAPE REINFORCED VEHICULAR CONCRETE PAVING WITH INTEGRAL ROLLED CONCRETE CURBS & GUTTERS AREAS SHALL MEET SB 1383 REGULATORY REQUIREMENTS. MULCH MUST MEET OR • AC PAVING EXCEED THE PHYSICAL CONTAMINATION, MAXIMUM METAL CONCENTRATION, AND • CONCRETE SLAB ON GRADE EXTERIOR PAVING PATHOGEN DENSITY STANDARD IN SQUARE FEET OR LAND APPLICATION SPECIFIED IN 14 • TRENCHING, BACK FILLING, RECOMPACTION AND REPAVING CCR 17852(A) (24.5) (A)1 THROUGH 3. • CMU TRASH ENCLOSURE WITH GATES, STEEL FRAMED ROOF, AND WELDED WIRE MESH SCREENS • NEW CONCRETE CURBS, RETAINNG WALLS, SIDEWALKS AND DRAINAGE WAYS • KEEP AND MAINTAIN A COPY OF ALL RECORDS PERTAINING TO THE PROCUREMENT OF SB • PROTECTION OF THE SITE AND WORK FROM RAIN AND WEATHER DURING CONSTRUCTION COMPLIANT COMPOST AND MULCH. PROVIDE TO THE COUNTY OF ALAMEDA PUBLIC WORKS • EXTERIOR CONCRETE FLAT WORK, WALKWAYS AND FOUNDATIONS DEPARTMENT RECORDS INDICATING THE TOTAL COMPOST AND MULCH PROCURED OR • CONNECTION TO EXISTING SEWER, WATER, FIRE WATER AND STORM DRAIN SYSTEMS USED, THE QUANTITY OF COMPOST (TONS OR CUBIC YARDS) AND MULCH (TONS) • UNDER PAVEMENT UTILITY PIPING SLEEVES PROCURED FROM EACH FACILITY OR ENTITY, FACILITY OR VENDOR INCLUDING •WORK UNDER CITY STREETS AND NEW MANHOLE INSTALLATIONS AS REQUIRED INFORMATION (NAME OF FACILITY, ADDRESS, CONTACT INFORMATION), A GENERAL • NEW FIRE SPINKLER RISER CONNECTION TO CITY WATER MAIN IN STREET DESCRIPTION OF HOW THE COMPOST AND/OR MULCH WAS USED, AND WHERE COMPOST • NEW LANDSCAPING, PLANT MATERIALS AND AUTOMATIC IRRIGATION SYSTEM AND MULCH WAS USED DEMONSTRATING PROCUREMENT. • DRAINAGE IMPROVEMENTS INCLUDING SWALES, STORM DRAIN PIPES, RIPRAP OUTLETS, BIOFILTRATION FEATURES • PROVISION OF ACCESSIBLE PATH OF TRAVEL TO THE BUILDINGS FROM THE PARKING LOT AND PUBLIC RIGHT OF WAY & REQUIRED STRIPING & SIGNAGE • PROTECT EXISTING FIRE HYDRANTS, SIDEWALK ELECTRIC VAULT ACCESS PANELS, AND • NEW ELECTRICAL SERVICE INCLUDING ALL PANEL BOARDS, SWITCH GEAR AND SUBPANELS, CONDUITS AND CONDUCTORS FROM EXISTING PG&E IN -GROUND SERVICE TO OTHER EXISTING FEATURES WITHIN THE PUBLIC RIGHT OF WAY NOT DESIGNATED FOR NEW INTERIOR MOUNTED METER MAIN REPLACEMENT OR RENEWAL FROM DAMAGE FROM CONSTRUCTION ACTIVITIES. • NEW POLE MOUNTED PARKING LOT LIGHTING SYSTEM • NEW CMU SITE WALLS WITH PLASTER FINISH • DBE SHALL MEET AND COORDINATE WITH THE CITY OF DUBLIN'S EXCLUSIVE WASTE • NEW CHAINLINK SECURITY FENCING AND ELECTRONIC SECURITY GATES HAULER, AMADOR VALLEY INDUSTRIES. THE DBE WILL ADDRESS THE FOLLOWING • BUILDING FOUNDATION SYSTEMS REQUIREMENTS AS PART OF THE CIVIL ENGINEERING SITE DESIGN DOCUMENTATION • BUILDING STRUCTURAL SYSTEMS PROCESS TO ENSURE THE PROPERTY TRASH MANAGEMENT PLAN IS SERVICABLE. • BUILDING ENVELOPE SYSTEMS INCLUDING DOORS, WINDOWS, STAIRWAYS, STOREFRONT SYSTEMS WITH ASSOCIATED HARDWARE, AND ACCESS CONTROL SYSTEMS 1. PREPARE GARBAGE TRUCK ACCESS DIAGRAMS FOR THE FACILITY AND PROVIDE • BUILDING INTERIOR FINISHES AND TENANT IMPROVEMENT SYSTEMS TURNING RADIUS ANALYSIS INDICATING ACCEPTABLE VEHICLE PATHS OF TRAVEL • TRAINING TOWER CLASS A BURN ROOM THERMAL LINING AND FIRE BRICK FLOOR SYSTEMS ON -SITE AND FOR TRUCK INGRESS & EGRESS TO THE PROPERTY. • TRAINING TOWER VENT AND PUNCHDOWN PROPS, VERTICAL OPENINGS, PARTITIONS, PARTITION CLOSING SYSTEMS AT CEILING LINE, FLOOR DRAINAGE SYSTEMS, SAFETY 2. PROVIDE A WRITTEN PROPERTY TRASH MANAGEMENT PLAN FOR THE PROJECT. RAILING SYSTEMS, ROOFTOP RAPPEL ANCHORS, STAIRWAYS, SAFETY LINE ANCHORS AND DOOR & WINDOW SYSTEMS • BUILDING MECH., ELEC., PLUMBING, HVAC, FIRE LIFE SAFETY AND LOW VOLTAGE SYSTEMS • BUILDING TELECOMMUNCIATIONS, RADIO, SECURITY AND AV SYSTEMS INCLUDING ALL REQUIRED CABLING, JUNCTION BOXES, TERMINATION POINTS, PATCH PANELS AND DATA RACKS FOR TESTED, CERTIFIED, COMPLETE AND FULLY OPERATIONAL SYSTEMS. • FULL HEIGHT STEEL PERSONNEL LOCKERS AND TURNOUT GEAR LOCKERS • ALL APPLIANCES • STANDBY ELECTRICAL GENERATOR WITH DIESEL FUEL BELLY TANK AND REQUIRED AUTOMATIC TRANSFER SWITCH AND CONNECTIONS • ROUGH AND FINISH ELECTRICAL, LIGHTING, & LIGHTING CONTROL SYSTEMS INCLUDING ALL REQUIRED CONNECTIONS TO ROOF TOP PHOTOVOLTAIC SYSTEMS • SOLAR PHOTOVOLTAIC SYSTEM TO OFFSET 80% OF CLASSROOM BUILDING'S ELECTRICAL POWER CONSUMPTION. DBE TO DESIGN & SIZE SYSTEM ACCORDINGLY. DBE TO VERIFY WITH COUNTY ANY PROVISIONS FOR OPTIONAL BATTERY STORAGE UNITS • INTERIOR ROLLER SHADES • BUILDING MONUMENT SIGNAGE, BUILDING ADDRESS AND ROOM IDENTIFICATION SIGNAGE AND OTHER CODE REQUIRED SIGNAGE SYSTEMS • EXTERIOR AND INTERIOR FINISHES AS INDICATED ON THE DRAWINGS • DAILY & FINAL PROJECT CLEAN UP • PREPARATION OF AS -BUILT RECORD DRAWINGS FOR COUNTY REVIEW, APPROVAL AND USE • PROJECT CLOSE OUT, COMPLETION OF PUNCH LISTS, SECURING OF FINAL INSPECTION APPROVALS & CERTIFICATE OF OCCUPANCY BY COUNTY OF ALAMEDA, CITY OF DUBLIN & ALL OTHER APPLICABLE JURISDICTIONAL AGENCIES Ltel Ca:�] ell � Im Q Q ADD ADDENDUM GND GROUND RM ROOM DETAIL NUMBER Al SEE ` N� OF Ps ADDITION GSM GALVANIZED SHEET METAL RO ROUGH OPENING C2.00) ADJ ADJACENT / ADJUSTABLE GWB GYPSUM WALLBOARD RWL RAIN WATER LEADER AFF ABOVE FINISH FLOOR GYP GYPSUM AL ALUMINUM SAD SEE ARCHITECTURAL DRAWINGS A-501 DRAWING WHERE CORRESPONDING FOUND 1 NUMBERED KEY AREA OF DETAIL CUT ALT ALTERNATE H/C HANDICAPPED SAF SELF ADHERED FLASHING ANOD ANODIZED HDR HEADER SASM SELF ADHERING SHEET MEMBRANE APPROX APPROXIMATELY HDWD HARDWOOD SCD SEE CIVIL DRAWINGS ARCH ARCHITECTURAL HDWE HARDWARE SCHED SCHEDULE ASPH ASPHALT HM HOLLOW METAL SCW SOLID CORE WOOD DETAIL � PERPENDICULAR TO VIEW LEVEL uiillll\ LINE SECOND LEVEL INDICATES HEIGHT ABOVE PROJECT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1 401 LAKESIDE DRIVE 10TH , FLOOR OAKLAN D CA 9461 2 ' ' P HORIZ HORIZONTAL SED SEE ELECTRICAL DRAWINGS \Illo, BD BOARD HPC HIGH PERFORMANCE COATING SECT SECTION E1� AREA OF DETAIL CUT EL 15'-8" DATUM. SEE GENERAL B/T BETWEEN HT HEIGHT SF, SQ FT SQUARE FEET A-501 PARALLEL TO VIEW NOTES FOR DEFINITION BEV BEVELED SHT SHEET BLBLDG D G BLOCKINGUNG ININCHINSINSIDE DIAMETER / DIMENSION SSIM SEEI LANDSCAPE DRAWINGS OF PROJECT DATUM. BM BEAM INLAND INCANDESCENT SMD SEE MECHANICAL DRAWINGS BO BOTTOM (OF) INFO INFORMATION SMS SHEET METAL SCREW INT INTERIOR SPD SEE PLUMBING DRAWINGS CB CATCH BASIN INV INVERT SPEC SPECIFICATION CEM CEMENT SPKR SPEAKER DETAIL PLAN OR ELEVATION DIMENSION AREA OF ENLARGED POINT INDICATES POINT ON O O DIMENSION STRING TO CER CERAMIC J-BOX JUNCTION BOX SQ SQUARE El PLAN OR ENLARGED WHICH A POINT ON CFMF COLD FORMED METAL FRAMING SSD SEE STRUCTURAL DRAWINGS CG CORNER GUARD KO KNOCKOUT SSM SOLID SURFACE MATERIAL CIP CAST -IN -PLACE KP KICK PLATE SS STAINLESS STEEL CL CENTER LINE STC SOUND TRANSMISSION CLASS CLG CEILING LED LIGHT EMITTING DIODE (LIGHT STD STANDARD & SEE TELECOM CLR CLEAR FIXTURE) DRAWINGS CMU CONCRETE MASONRY UNIT LIN LINEAR STL STEEL CNTR COUNTERSINK LL LIVE LOAD STOP STORAGE LP LOW POINT STRUCT STRUCTURE / STRUCTURAL d PENNY (NAILS) LT LIGHT STS SELF -TAPPING SCREW A-401 ELEVATION. F fl 1 SINGLE ELEVATION EXTENT RELATED DRAWING IS ALSO DIMENSIONED. OF CURRENT REVISION N N DEG DEGREES LTG LIGHTING SURR SURROUND DEMO DEMOLITION LVR LOUVER SUSP SUSPENDED DIRECTION OF VIEW DIA DIAMETER LWC LIGHTWEIGHT CONCRETE DIM DIMENSION T&B TOP & BOTTOM ELEVATION NUMBER DRAWING WHERE DISP DISPENSER /DISPOSAL M&S MIRROR &SHELF T&G TONGUE &GROOVE DN DOWN MAS MASONRY THRU THROUGH A-210 ELEVATION IS FOUND. DR DOOR MAT'L MATERIAL TO TOP OF DS DOWNSPOUT MAX MAXIMUM TOB TOP OF BEAM DTL DETAIL MBM METAL BUILDING MANUFACTURER TOC TOP OF CONCRETE DWG(S) DRAWING(S) MECH MECHANICAL TOD TOP OF DECK REVISION SYMBOL IS INSIDE EXTENT OFCOORDINATION CURRENT REVISION AND MULTIPLE ELEVATIONS REVISION REFERENCED TO IT Al nA IYI MFR MANUFACTURER TOP TOP OF PLATE OR PARAPET DIRECTION OF VIEW(S) 5 (E) EXISTING MIN MINIMUM TOS TOP OF SLAB / EA EACH MIRR MIRROR TOW TOP OF WALL REVISION NUMBER - A-210 A5► ELEVATION NUMBER EB EXPOSED BOLT MISC MISCELLANEOUS TPD TOILET PAPER DISPENSER EL ELEVATION MO MASONRY OPENING TYP TYPICAL --./ SEE REVISION HISTORY DRAWING WHERE ON TITLE BLOCK OF ELEC ELECTRIC(AL) MTD MOUNTED ELEV ELEVATION MTL METAL UBC UNIFORM BUILDING CODE EMER EMERGENCY MUL MULLION UL UNDERWRITERS LABORATORIES INC. ENCL ENCLOSED / ENCLOSURE UNF UNFINISHED ENTR ENTRANCE NEW UON UNLESS OTHERWISE NOTED ELEVATION IS FOUND. EACH SHEET. A9 SECTION NEW GRID LINES (N) EP ELECTRIC PANEL BOARD N/A NOT APPLICABLE UTIL UTILITY '/ DETAIL NUMBER EPT EXTERIOR PAINT NEC NECESSARY Al DRAWING WHERE O0 EQ EQUAL NIC NOT IN CONTRACT V VOLTS A-301 SECTION IS FOUND LINE OF SECTION CUT EQUIP EQUIPMENT NO NUMBER VAR VARIES ETC ETCETERA NOM NOMINAL VB VINYL BASE EXT EXTERIOR NTS NOT TO SCALE VEN VENEER - - - O• DIRECTION OF VIEW 1 EXTR EXTRUDED VERT VERTICAL 0/ OVER VEST VESTIBULE F/F FACE TO FACE OA OVERALL VG VERTICAL GRAIN FA FIRE ALARM OC ON CENTER VIF VERIFY IN FIELD FAB FABRICATE OD OUTSIDE DIAMETER / DIMENSION VM VENDING MACHINE FAP FIRE ALARM PANEL OFCI OWNER FURNISHED CONTRACTOR VP VENEER PLASTER FB FLAT BAR INSTALLED FD FLOOR DRAIN OFD OVERFLOW DRAIN W/ WITH FE FIRE EXTINGUISHER OF01 OWNER FURNISHED OWNER W/0 WITHOUT FF FINISH FLOOR INSTALLED WC WATER CLOSET FIC FURNISHED & INSTALLED BY OH OPPOSITE HAND WD WOOD CONTRACTOR OPNG OPENING WF WIDE FLANGE (STRUCTURAL STEEL) FIN FINISHED) OSB ORIENTED STRAND BOARD WNDW WINDOW FIO FURNISHED & INSTALLED BY OWNER WO WHERE OCCURS FIXT FIXTURE P.L. PROPERTY LINE WP WORK POINT / WATERPROOF FL FLOOR LINE PC PRECAST CONCRETE WR WATER RESISTANT FLASH FLASHING PERF PERFORATED WRB WEATHER -RESISTANT BARRIER FLR FLOOR PL PLATE WSCT WAINSCOT FLUOR FLUORESCENT PLAS PLASTER FO FACE OF PLY PLYWOOD X BY FOB FACE OF BUILDING PR PAIR FOC FACE OF CONCRETE PSI POUNDS PER SQUARE INCH FOF FACE OF FINISH PT POINT / PRESSURE TREATED FOIL FURNISHED BY OWNER PTD PAINT / PAINTED INSTALLED BY CONTRACTOR PVDF POLYVINYLIDENE FLUORIDE FOM FACE OF MASONRY FOS FACE OF STUD FRM'G FRAMING FT FOOT / FEET FTG FOOTING 1! f� J J H H G' G F DEFERRED APPROVALS MATERIALS LEGEND F DEFERRED SUBMITTAL ITEMS, LISTED BELOW, ARE DEPICTED IN THE CONTRACT DOCUMENTS TO SHOW DESIGN INTENT AND RELATIONSHIPS WITH OTHER BUILDING COMPONENTS AND SYSTEMS. CONTRACTOR SHALL PROVIDE COMPLETE DESIGN AND STRUCTURAL CALCULATIONS FOR DEFERRED SUBMITTAL ITEMS. CONTRACTOR TO INCORPORATE THE REVIEW AND APPROVAL TIME FOR DEFERRED SUBMITTALS IN THE PROJECT SCHEDULE. IF THE CONTRACTOR PROPOSES DEVIATIONS FROM THE SHOWN DESIGN INTENT, THE CONTRACTOR IS RESPONSIBLE FOR ANY ADDITIONAL EFFORT, MATERIALS, AND DESIGN AT NO ADDITIONAL COST. DEFERRED SUBMITTALS SHALL BE SUBMITTED ACCORDING TO SPECIFICATION REQUIREMENTS, AND INCLUDE STRUCTURAL CALCULATIONS STAMPED/SIGNED BY A LICENSED NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects CA ENGINEER WHERE APPLICABLE. SUBMIT FULLY COORDINATED DEFERRED SUBMITTALS TO THE PROJECT ARCHITECT AND/OR ENGINEER FOR REVIEW. AFTER DESIGN TEAM REVIEW, A SUBMITTAL SHALL BE MADE TO THE COUNTY AHJ AND OTHER APPROVAL AGENCIES FOR FINAL REVIEW AND APPROVAL, WHICH SHALL INCLUDE A LETTER STATING THAT REVIEW AND COORDINATION HAS BEEN PERFORMED AND COMPLETED AND THE DEFERRED ITEMS ARE FOUND TO BE ACCEPTABLE WITH NO EXCEPTIONS. ALL OF THIS IS TO BE COMPLETED PRIOR TO FABRICATION AND INSTALLATION. 1. FIRE SPRINKLER SYSTEM SHOP DRAWINGS, CALCULATIONS AND EQUIPMENT DATA. PER 2022 CALIFORNIA BUILDING CODE, AND REQUIRED TO MEET NFPA 13 2. FIRE UNDERGROUND SERVICES LINES, CONNECTIONS AND FIRE HYDRANTS DATA, FIRE FLOW AND EQUIPMENT PERMIT 3. FIRE ALARM, INCLUDING SENSORS, ALARM DEVICES SMOKE CONTROL SYSTEMS AND MONITORING EQUIPMENT SHOP DRAWINGS AND EQUIPMENT DATA AS INDICATED IN TECHNICAL MANUAL/SPECIFICATIONS AND NFPA 13. 4. GENERATOR, FUEL TANK AND ASSOCIATED EQUIPMENT OPERATIONS PERMIT. PERMIT SUBMITTAL TO BAAQMD. 5. METAL STAIRS AT TRAINING TOWER 6. SHOP FABRICATED WOOD TRUSSES 7. CURTAIN WALL/STOREFRONT GLAZING & ASSEMBLIES IN EXCESS OF 10 FEET 8. TRASH ENCLOSURE GATE, VEHICULAR SWING GATE, PEDESTRIAN GATES, STEEL FENCING AND RELATED FOOTINGS 9. OVERHEAD SECTIONAL DOOR 10. LIGHT GAGE METAL FRAMING 11. SITE LIGHT POLE, FLAGPOLE, AND BOLLARD LIGHT FIXTURE FOOTINGS 12. SUSPENDED GYPSUM BOARD AND ACOUSTIC CEILING SYSTEMS GLAZING GYP -- - _ - BLOCKING CONTINUOUS BD STEEL OR BLOCKING FRAMING, DISCONTINUOUS 7- / / ALUMINUM OR PLYWOOD FRAMING, 7 � j TILE SOLID BATT OR ACOUSTIC INSULATION i i WOOD Revision Number DATE ISSUE DESCRIPTION E E 09/27/2024 100% DESIGN DEVELOPMENT D D Project ALAMEDA 5053 FIRE GLEASON CENTER TRAINING 94568 DRIVE, COUNTY DUBLIN, CA CITY ENGINEER'S STAMP C C Architect of Record SHAH KAWASAKI Contractor B B ARCHITECTS 570 I Oth Oakland, Street, CA Suite 94607 201 OVERAA Construction r wi gT' IwwJ GENERAL e CT INFORMATION, GENERAL NOTES, SCOPE OF WORK A A Drawing No. A—OO1 SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 3 CLIENT BRODER BOULEVARD r )i3V8133S nO - UNDEVELOPED AREA I r1 ❑ ❑ o 'PUMP TEST BB9 SHADE STRUCTURE J II 10' - 0" SETBACK) IMP IMO - i -- IMO 1 l \\ // vnrvPaau[v CLEP VANPOOLIEV CLEAN AV VANPOOLIEV 4 11111111 C 1 1 1 1 1 1 0' - 0" SETBACK (E) FIRE STATION (E) CHP GLEASON DRIVE MAD I GAN ROAD GENERAL NOTES ACCESSIBLE ROUTE TO BE 5% MAXIMUM RUNNING SLOPE WITH 2% MAXIMUM CROSS SLOPE PER CBC 11B-402.2. S.C.D. VEHICLE PARKING SPACE AND ACCESS AISLE TO BE NO STEEPER THAN 1:48 SLOPE PER CBC 11B-502.3. SEE CIVIL SHEET C3.0 FOR STRIPING PLAN. SEE ARCHITECTURAL SITE PLAN (A-101) FOR SITE SIGNAGE & SIGNAGE DRAWINGS FOR ACCESSIBLE PARKING SIGNAGE LOCATIONS, SIZES, AND GRAPHICS SITE PLAN LEGEND ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 PROPERTY LINE (SEE CIVIL DRAWINGS FOR LIMITS OF WORK) ZONING ORDINANCE BUILDING SETBACK LINE (NOT APPLICABLE FOR PD ZONING) NEW BUILDING FOOTPRINT CONCRETE VEHICULAR PAVING, SCD CONCRETE PEDESTRIAN SIDEWALK PAVING, SCD ASPHALT VEHICULAR PAVING, SCD LEGEND ACCESSIBLE ENTRY ACCESSIBLE PATH OF TRAVEL ACCESSIBLE PATH OF TRAVEL ACCESSIBLE BUILDING ENTRANCE NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVERAA4t Construction Drawing Title CODE, EGRESS & ACCESSIBILITY SITE PLAN Drawing No. A-011 SITE PLAN CODE DIAGRAM RE: A4/ A-2-201 A4 " = 30'-0" 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 SKA Project Number: 24702 NOT FOR CONSTRUCTION 21 PROJECT INFORMATION 20 19 GENERAL: SEE ADDITIONAL INFORMATION ON SHEETS A-000 AND A-001 ACCESSORS PARCEL NUMBER: BUILDING AREAS: - EXISTING: - CLASSROOM: - TRAINING TOWER: - SCBA BUILDING: SITE IMPROVEMENT: JURISDICTION: PARKING REQUIREMENTS: FIRE SPRINKLERED: USE OCCUPANCY: CLASSROOOM: TRAINING TOWER: ZONING: TOTAL BUILDING STORIES: - CLASSROOM: - TRAINING TOWER: - SCBA BUILDING 986-5-38-16 NONE 7,791 SF 5,741 SF 915 SF 140,875 SF COUNTY OF ALAMEDA (2) ACCESSIBLE STALLS REQUIRED PER CBC 11B-208 (1) ACCESSIBLE EVCS REQUIRED PER CBC 11B-228.3 YES (CLASSROOM & SCBA BUILDINGS ONLY) A-3 "ASSEMBLY" B "BUISINESS" 18 LIVE FIRE TRAINING STRUCTURE PER NFPA 1402. THIS STRUCTURE IS NON -OCCUPIED STRUCTURE USED FOR THE SOLE PURPOSE OF TRAINING ABLE-BODIED FIRE DEPARTMENT PERSONNEL. THIS STRUCTURE IS NOT DESIGNED TO ACCOMODATE THE GENERAL PUBLIC AND AS SUCH IS NOT DESIGNED IN CONFORMANCE WITH ACCESS AND BUILDING CODES FOR CIRCULATION, EXITING, OR LIFE SAFETY. PD (PLANNED DEVELOPMENT) 1 5 1 CHAPTER 11B ACCESSIBILITY TO PUBLIC BUILDINGS, PUBLIC ACCOMODATIONS, COMMERCIAL BUILDINGS AND PUBLIC HOUSING ALL PORTIONS OF THE BUILDING SHALL COMPLY WITH THIS CHAPTER, INCLUDING SITE ACCESS, PUBLIC LOBBY, OFFICES, RESTROOMS, LOCKER ROOMS, TRAINING ROOMS, EXERCISE ROOM, ETC. 21 EXIT 2 EXIT REQ WIDTH: 42 OCC x 0.15" / OCC = 6.3" (MIN 32" PER 11B) WIDTH PROVIDED: 36" TRAVEL DISTANCE = 62' - 0" TRAINING CLASSROOM -LARGE LARGE CLASSROOM -STORAGE 1-102A 1 EXIT 191 SF/ 300 TRAINING CLASSROOM - SMALL 1 EXIT 459 SF/ 15 31 OCC 2 EXIT 1226 SF/ 15 82 OCC TRAVEL DISTANCE = 74' - 11" TRAVEL DISTANCE = 77' - 11" 20 19 17 CODE SUMMARY 16 15 14 13 GENERAL NOTE: CODE SUMMARY BASED ON THE 8,012 SF CLASSROOM BUILDING ONLY. THE 5,741 SF TRAINING TOWER & 915 SF SCBA BUILDING ARE EXCLUDED. APPLICABLE CODES 2022 CALIFORNIA BUILDING CODE PART 2, VOLUME 1 AND 2 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA ENERGY CODE 2022 CALIFORNIA FIRE CODE 2022 CALIFORNIA GREEN BUILDING CODE (CAL GREEN) 2022 CALIFORNIA REFERENCE STANDARDS CODE NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2022 EDITION NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2022 EDITION NFPA 14, STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEMS, 2019 EDITION NFPA 20, STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION, 2022 EDITION NFPA 30, FLAMMABLE AND COMBUSTIBLE LIQUID CODE, 2022 EDITION NFPA 72, NATIONAL FIRE ALARM SIGNALING CODE, 2022 EDITION NFPA 80, FIRE DOORS AND OTHER OPENING PROTECTIVES, 2022 EDITION NFPA 1221, STANDARD FOR THE INSTALLATION, MAINTENANCE, AND USE OF EMERGENCY SERVICES COMMUNICATIONS SYSTEMS, 2022 EDITION ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ACCESSIBILITY REQUIREMENTS GOVERNED BY AMERICANS WITH DISABILITIES ACT (ADA), TITLE II, 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN 2019 CALIFORNIA BUILDING CODE, PART 2, VOLUME 1, CHAPTER 11B CHAPTER 3 USE AND OCCUPANCY CLASSIFICATIONS OCCUPANCY GROUPS GROUP A-3 B S-2 DESCRIPTION SECTION AREA ASSEMBLY GROUP SECTION 303.4 2,542 SF BUSINESS GROUP SECTION 304.1 5,470 SF STORAGE SECTION 311.3 522 SF (OUTDOOR, COVERED) BUILDING TOTAL 8,012 SF (NOT INCLUDING S-2) TYPE OF CONSTRUCTION:II-B FIRE PROTECTION SYSTEM: S (WITHOUT AREA INCREASE) THE BUILDING WILL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH CBC 903 CHAPTER 4 PLUMBING FIXTURES AND FIXTURE FITTINGS SEE BRIDGING DOCUMENTS, SHEET G-A0.22 CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS NO SEPARATION OF OCCUPANCIES IS REQUIRED PER 508.3, 508.3.3 ALLOWABLE HEIGHT AND AREA BASED ON THE MOST RESTRICTIVE OCCUPANCY, GROUP A-3 PER CBC 508.3.2 ALLOWABLE HEIGHT (CBC TABLE 504.3) 75 FT ALLOWABLE STORIES (CBC TABLE 504.4) 2 STORIES ALLOWABLE AREA (CBC TABLE 506.2) 28,500 SF EXIT 3 EXIT REQ WIDTH: 25 OCC x 0.15" / OCC = 3.75" (MIN 32" PER 11B) WIDTH PROVIDED: 60" COMMONS/BREAKROOM 1-100C 1 EXIT 139 SF/ 150 PUBLIC LOBBY 1 EXIT 506 SF/ 15 34 OCC RECEPTION AREA 1-100A 1 EXIT 56 SF/ 150 1 OCC JANITOR CLOSET 1-105 PUBLI ( RESTRO 1-104 PROPOSED HEIGHT 30' - 0" (AT TOP OF HIGH PARAPET) PROPOSED STORIES 1 STORY PROPOSED AREA 8,012 SF TRAINERS/'MIN OPE\I OFFICE AREA 1-106 1 EXIT 341 SF/ 150 3 OCC EN 0 FICE STOR GE 1-10 B 1 EX T '' t 51 SF/ 150 1 OC TRAVEL DISTANCE = 50' - 6" TRAINING COMMONS 1-100B 1 EXIT 203 SF/ 15 14 OCC FEC LOCKE \ ROOM (ALL GENDER) TRAI DEPUTY CHIEF OFFICE 1 106A 1 XIT 141 0 1 OCC TRAVEL DISTANCE = 80' - 6" 108> EXIT 1 ✓✓ EXIT REQ WIDTH: 108 OCC x 0.15" / OCC = 16.2" (MIN 32" PER 11B) Q WIDTH PROVIDED: 60" n n n n n n n n n n 18 17 16 15 14 LOCKER ROOM (MALE) 1 EXIT 581 SF/ 50 12 OCC 13 12 11 CODE SUMMARY, CON'T 10 CHAPTER 6 TYPES OF CONSTRUCTION TABLE 601 FIRE -RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) FOR CONSTRUCTION TYPE II-B BUILDING ELEMENT PRIMARY STRUCTURAL FRAME BEARING WALLS EXTERIOR INTERIOR NON BEARING WALLS & PARTITIONS EXTERIOR - SEE TABLE 705.5 INTERIOR FLOOR CONSTRUCTION ROOF CONSTRUCTION FIRE RESISTIVE RATING REQUIREMENTS 0 0 0 SEE BELOW 0 0 0 CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES FIRE -RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS PER CBC TABLE 705.5: EXTERIOR WALL NORTH EAST SOUTH WEST FIRE SEPARATION DISTANCE X >_ 30 X>_30 X>_30 X>_30 RATING REQ. FOR GROUPS A-3, B, S-2, TYPE II-B 0 0 0 0 CHAPTER 9 FIRE PROTECTION SYSTEMS 903.2.1.3 GROUP A-3. AN AUTOMATED SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903 SHALL BE PROVIDED THROUGHOUT ALL THE BUILDING WITH A GROUP A-3, B AND S-2 FIRE AREAS. TRAVEL DISTANCE TO A FIRE EXTINGUISHER: 75 FEET MAX PER CBC TABLE 906.3(1) CHAPTER 10 GENERAL MEANS OF EGRESS AND OCCUPANT LOAD TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT, NUMBER OF EXITS REQUIRED PER 1006.2 OCCUPANCY TYPE ASSEMBLY (A-3) BUSINESS (B) STORAGE (S-2) AREA 2,151 SF 3,377 SF 696 SF LOAD FACTOR 15 150 300 OCCUPANTS 145 23 3 COMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1 (W/SPRINKLER): A-3 75 FT B: 100 FT S-2: 100 FT EXITS REQUIRED 2 1 1 EXITS PROVIDED 2 4 3 CBC 1007.1.1 TWO EXITS OR EXIT ACCESS DOORWAYS EXCEPTION 2. WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2, THE SEPARATION DISTANCE SHALL BE NOT LESS THAN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA SERVED. EXIT DOORWAY SEPERATION DISTANCE PER CBC 1007.1.1 EXCEPTION 2: REQ. MINIMUM 1/3 OF OVERALL BUILDING DIAGONAL (157' / 3 = 52' - 4") DIAGONAL FOR A-3 OCCUPANCY DIAGONAL FOR B OCCUPANCY DIAGONAL FOR S-2 OCCUPANCY PROVIDED 64' - 8" 84' - 8 1 /2" 103'-2" 32' - 4" CBC TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE PER CBC TABLE 1017.2 (W/SPRINKER): OCCUPANCY TYPE ASSEMBLY, A-3 BUSINESS, B STORAGE, S-2 EXIT 4 EXIT REQ WIDTH: 13 OCC x 0.15" / OCC = 1.95" (MIN 32" PER 11B) WIDTH PROVIDED: 60" LOCKER ROOM (ALL GENDER) 1-107 1 EXIT 265 SF/ 50 12 TURNOUT ROOM 1 EXIT 609 SF/ 50 13 OCC EXTRACTOR/LAUNDRY AREA 1-108A LOCKER ROOM (MALE) 1-112A 11 DISTANCE 250 FT 300 FT 400 FT CORRIDOR C 1-103C 1-103B LOCKER ROOM (FEMALE) 1 EXIT 309 SF/ 50 10 9 EXERCISE/FITNESS L ROOM — 1 EXIT 728 SF/ 50 15 OCC ELEC. MAIN PANEL ROOM 1 EXIT 153 SF/ 300 TELECOM/SERVER CLOSET 8 1 EXIT 157 SF/ 300 EXIT 5 EXIT REQ WIDTH: 15 OCC x 0.15" / OCC = 2.25" (MIN 32" PER 11B) WIDTH PROVIDED: 36" EXIT 6 EXIT REQ WIDTH: 20 OCC x 0.15" / OCC = 3" (MIN 32" PER 11B) WIDTH PROVIDED: 36" MECH. OOM 1-1 4 1 EXIT 43 SF 300 1 OCC 7 COVERED UTILITY YARD 1-115 1 EXIT 529 SF/ 300 2 OCCi \ / EXIT 7 EXIT REQ WIDTH: 4 OCC x 0.15" / OCC = 0.6" (MIN 32" PER 11B) WIDTH PROVIDED: 36" CODE DIAGRAM - FLOOR PLAN 6 5 RE: A4/ A-2-201 PR03ECT NORTH 4 3 2 PLUMBING FIXTURE CALCULATIONS (CPC TABLE 4-1 AND 422.1) OCCUPANTS GROUP B, BUSINESS GROUP B, FITNESS GROUP A-3, ASSEMBLY AREA (SF) LOAD FACTOR 677 714 2,347 150 50 30 GROUP B, BUSINESS OCCUPANTS REQ'D PROVIDED WATER CLOSET (F) 10 1 1 WATER CLOSET (M) 10 1 1* URINAL (M) 10 1 1 LAVATORY (F) 10 1 1 LAVATORY (M) 10 1 2 SERVICE SINK 20 1 0 GROUP A-3, ASSEMBLY WATER CLOSET (F) WATER CLOSET (M) URINAL (M) LAVATORY (F) LAVATORY (M) SERVICE SINK BUILDING TOTAL WATER CLOSET (F) WATER CLOSET (M) URINAL (M) LAVATORY (F) LAVATORY (M) SERVICE SINK SHOWERS (F) SHOWER (M) DRINKING FOUNTAIN OCCUPANTS REQ'D PROVIDED 40 2 2* 40 1 3* 40 1 1 40 1 4* 40 1 5* 40 1 1 OCCUPANTS REQ'D PROVIDED 50 3 3* 50 2 4* 50 2 2 50 2 5* 50 2 7* 100 2 1 50 0 2* 50 0 3* 100 1 2 * INCLUDES F&M FIXTURES DOUBLE COUNTED IN GENDER NEUTRAL RESTROOMS. (TOTAL GENDER NEUTRAL FIXTURES = 2 WC, 3 LAV, 1 SHOWER) - CPC 422.1.1 LEGEND ROOM NUMBER MIN. NUMBER OF REQ EXITS 150 SF/ 150- - AREA DIVIDED BY LOAD FACTOR 1 OCC MAX. OCCUPANT LOAD ACCESSIBLE ENTRY OCCUPANT EXIT LOAD PATH OF EGRESS FIRE EXTINGUISHER CABINET, SEE DETAIL TYPE TAG EXIT LIGHT/SIGN; SED ARROW DIRECTION SIGN ORIENTATION WALL MOUNT WO ACCESSIBLE BUILDING ENTRANCE ACCESSIBLE REQUIRED CLEARANCES CLEAR n / L PUSH PULL RADIUS CLEAR FLOOR AREA AT DOORS, SEE L WC LAV AREA SCHEDULE - BUILDING - AREA OCCUPANCY -... ROOM NO. 1-100 1-100A 1-100B 1-100C 1-101 1-102 1-102A 1-106 1-106A 1-106B 1-107 1-108 1-109 1-111 1-112 1-113 1-114 1-115 14 ROOM NAME PUBLIC LOBBY RECEPTION AREA TRAINING COMMONS COMMONS/BREAKROOM TRAINING CLASSROOM - SMALL TRAINING CLASSROOM -LARGE LARGE CLASSROOM - STORAGE TRAINERS/ADMIN OPEN OFFICE AREA TRAINING DEPUTY CHIEF OFFICE GEN OFFICE STORAGE LOCKER ROOM (ALL GENDER) TURNOUT ROOM EXERCISE/FITNESS ROOM LOCKER ROOM (FEMALE) LOCKER ROOM (MALE) ELEC. MAIN PANEL ROOM MECH. ROOM COVERED UTILITY YARD TELECOM/SERVER CLOSET GRAND TOTALS (NOT INCLUDING UNOCCUPIED SPACES) 3 2 506 SF 203 SF 139 SF 459 SF 1226 SF 191 SF 341 SF 141 SF 265 SF 609 SF 728 SF 309 SF 581 SF 153 SF 529 SF 157 SF 6688 SF LOAD FACTOR OCC. LOAD 15 34 150 1 15 14 150 1 15 31 15 82 300 1 150 3 150 1 150 1 50 6 50 13 50 15 50 7 50 12 300 1 300 1 300 2 300 1 227 CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number Project 10/02/2024 ISSUE DESCRIPTION 50% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 SKA Project Number: 24702 Contractor Construction Drawing Title CODE SUMMARY & EGRESS PLAN Drawing No. 1 NOT FOR CONSTRUCTION R P O N M L K J H G 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R TRAINING DEPUTY OFFICE SIGNAGE NOTES CLIENT R 4RVIck,s 1 0 �l 1. SEE DETAILS ON A-022 FOR SIGNAGE MOUNTING AND HEIGHT INFORMATION. 2. REFER TO MECHANICAL DRAWINGS FOR SIGNAGE RELATED TO MECHANICAL EQUIPMENT.14 3. REFER TO PLUMBING DRAWINGS FOR SIGNAGE RELATED TO PLUMBING AND FIRE SPRINKLER SYSTEM EQUIPMENT. 4. REFER TO ELECTRICAL DRAWINGS FOR SIGNAGE RELATED TO ELECTRICAL EQUIPMENT 5. REFER TO REFLECTED CEILING PLANS AND ELECTRICAL PLANS FOR ILLUMINATED EXIT SIGNS. 6. SEE SHEET A-022 A-026 FOR SIGN TYPE DETAILS 7. THE FDC SIGNAGE SHALL BE A DURABLE SIGN WITH BOTH WET AND DRY SYSTEMS IDENTIFIED. THE FIRE PUMP, RISER, AND ELECTRICAL ROOMS SHALL BE IDENTIFIED WITH A DURABLE SIGN. ALL SIGNAGE SHALL BE A MINIMUM OF 4" WHITE LETTERS WITH RED BACKGROUND. 8. FOR ACCESSIBLE PARKING (PER CBC 11B-502) VEHICLE SPACE, ACCESS AISLE, STRIPING, PARKING IDENTIFICATION, CURB RAMP (11B-406.4) & TRUNCATED DOME DETAILS (11B-705.1) SEE SHEET A-101 AND C-300. SEE CIVIL DRAWINGS FOR OTHER SITE IMPROVEMENTS 9. WHERE SIGNAGE IS MOUNTED ON GLASS, PROVIDE MATCHING BLANK PLATE ON OPPOSITE SIDE, ALIGN WITH SIGN. 10. ALL SIGNS ARE CONTRACTOR PROVIDED AND INSTALLED, UON. SEE CIVIL AND LANDSCAPE DRAWINGS FOR ADDITIONAL SITE SIGNAGE 12. CONFIRM FINAL LOCATIONS OF ALL SIGNAGE WITH CITY AND ARCHITECT PRIOR TO MOUNTING 13. WHERE SIGNS ARE LOCATED ON THE SITE, PROVIDE 2" GALV. PIPE POLE SET IN CONCRETE BASE @ HEIGHT INDICATED PER ARCHITECTURAL CIVIL DRAWING DETAILS 14. SEE ALSO SIGNAGE NOTES ON A-022 15. FOR SITE SIGNAGE LOCATIONS, SEE SITE PLAN A-101 rr' Ca: Gilt L , 7'CHIEF Q Q ^ Y ], l OF PN)' 1-106A TRAINERS/ADMIN OPEN GEN OFFICE STORAGE TRAINING DEPUTY CHIEF OFFICE TURNOUT ROOM CORRIDOR C OFFICE AREA 1-106B 1-106A 1-108 1-103C ALAM E DA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P 1-106 I.RGO1 I.ID01 I.RGO3 I.RGO3 / 1.ID02 / - I V r� TRAINING CLASSROOM -LARGE 11 I.RGO111. _ 1-102 I.RGO1 li I I I i LIDo2 v I.RGO1 • \\\ LID03 • O1.ID02 0 I.RGO2 I I I.ID01 l I.RGO1AND CORRIDOR A / I n 1-103A r LIDo2 . �����r �Iuii EXERCISE/FITNESS r ROOM i� r�� ;�. I 1-109 LOCKER ROOM (ALL GENDER ■ 1-107 N. H SIGNAGE CONTENT SCHEDULE N I.RGO2 I / d I.ID02 ROOM NO SIGN TYPE SIGNAGE INFO JANITOR CLOSET I.ID02 I.ID02 1-105 LIDO I I'-- T 1-103B E.ID01 ENTRY ID I.ID05 I / I I.ID04 E.RGO1 ' E.ID02 BUILDING ADDRESS ID PUBLIC RESTROOM LIDoa I� I.ID05 E.ID03 ENTRY VINYL E.RG01 SHOWER AND EYE WASH ID 1-104 P M M E.RGO2 SHOWER AND EYE WASH ID FLAG SIGN - I Io I.ID01 CLASSROOM SIGN LWF01 I.ID02 I I LIDo2 I.RGO1 LIDo2 T I.ID02 ROOM ID _ LRG01 LID04 I.RGO3 1.ID03 OFFICE ID I.RGO2 I.RGO4 I I.ID02 I.ID05 I.ID05 I.ID04 RESTROOM WALL ID LARGE CLASSROOM - I 1 _ I.ID05 RESTROOM DOOR ID 0 _ Go TeT o• TELECOM/SERVER STORAGE I! CLOSET I.RGO1 EGRESS ID _ _O-� _ _ I.ID04 I.ID04 I.ID02 I.RGO1 1-10 I.ID01 i 1-110 I.RGO2 MAXIMUM OCCUPANCY SIGN I.RGO3 AUTHORIZED PERSONNEL ONLY SIGN _ I I.RGO3 L I.RGO4 RESTRICTED ACCESS G O �� u LID04 7I I.WF01 DIRECTIONAL LID01 G O \ I COVERED UTILITY S-ID01 MONUMENT ID T 1 I LI�oS YARD S-ID02 BUILDING ID I.RGO2 O 1-115 S.RGO1 PARKING REGULATORY SIGN "'"', aI.RGO3 I S.RGO2 ACCESSIBLE PARKING ID S.RGO3 EGRESS SITE ID TRAINING COMMONS 1.ID02 / \ J S.RGO4 AUTHORIZED PERSONNEL SITE SIGN 1-100B I I.RGO3 MECH. ROOM S.WF01 VEHICLE DIRECTIONAL K K I.ID01 n 1-114 S.WF02 PEDESTRIAN DIRECTIONAL 1 1-100 I.RG01 EGRESS ID 1-101 I.ID01 CLASSROOM SIGN /�z J I1 -�'- 7 Q I 1-101 I.RGO2 MAXIMUM OCCUPANCY SIGN T i I.RG01 I.RGO3 LIDo2 1-102 I.ID01 CLASSROOM SIGN LOCKER ROOM (MALE) LOCKER ROOM \ (MALE) LOCKER ROOM ELEC. MAIN PANEL 1-102 I.ID02 ROOM ID 1-112 (FEMALE) ROOM 1-102 I.RG01 EGRESS ID - 1-112A 1-102 I.RGO2 MAXIMUM OCCUPANCY SIGN ,f d 1-111 1-113 1-103A I.RG01 EGRESS ID TRAINING CLASSROOM - SMALL RECEPTION AREA PUBLIC LOBBY J 1-103A I.RGO4 RESTRICTED ACCESS 1-103A I.WF01 DIRECTIONAL 1-103B I.RG01 EGRESS ID 1-103B I.RGO3 AUTHORIZED PERSONNEL ONLY SIGN 1-101 1-100A COMMONS/BREAKROOM 1-103C I.RG01 EGRESS ID 1-100 1-103C I.RGO3 AUTHORIZED PERSONNEL ONLY SIGN 1-100C 1-104 I.ID04 RESTROOM WALL ID PROJECT NORTH 1-104 I.ID05 RESTROOM DOOR ID 1-105 I.ID02 ROOM ID H 1-106A I.ID03 OFFICE ID 1-107 E.RG01 SHOWER AND EYE WASH ID 1-107 I.ID04 RESTROOM WALL ID 1-107 I.ID05 RESTROOM DOOR ID 1-108 I.ID02 ROOM ID 1-108 I.RG01 EGRESS ID 1-109 I.ID02 ROOM ID 1-109 I.RG01 EGRESS ID 1-110 I.ID02 ROOM ID G G 1-110 I.RGO3 AUTHORIZED PERSONNEL ONLY SIGN 1-111 I.ID04 RESTROOM WALL ID 1-111 I.ID05 RESTROOM DOOR ID 1-112 I.ID04 RESTROOM WALL ID 1-112A I.ID04 RESTROOM WALL ID CLASSROOM - SIGN LOCATION PLAN G4 1-112A I.ID05 RESTROOM DOOR ID 1-113 I.ID02 ROOM ID RE: A4/ A-2-201 1/8" = 1'-0" 1-113 I.RGO3 AUTHORIZED PERSONNEL ONLY SIGN 1-114 I.ID02 ROOM ID F F 1-115 I.ID02 ROOM ID NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION E E 10/02/2024 50% DESIGN DEVELOPMENT D D Project ALAM 5053 FIRE GLEASON E CENTER DA TRAINING 94568 DRIVE, COUNTY DUBLIN, CA COVERED SEATING AREA E.RGO2 I 1 C C 1, E.RGO1 GOO _ Architect of Record SHAH KAWASAKI _ E.RGO2 _Contractor T T T I.ID05 I.ID04 I.ID05 I.ID02 RESTROOM RESTROOM SCBA ROOM B B ARCHITECTS 570 I Oth Oakland, Street, CA Suite 94607 201 • ORAIL Construction 3-103 3-102 3-101 Drawing Title SIGNAGE PLANS A A Drawing No. A-021 SCBA BUILDING - SIGN LOCATION PLAN A4 SKA Project Number: 24702 RE: A4/ A-2-201 1/8" = 1'-0" 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 GENERAL SIGNAGE NOTES 19 18 MOCK-UP OF EACH SIGN SHALL BE PROVIDED AND REVIEWED BY ARCHITECT PRIOR TO FABRICATION 2. ATTACH SIGNAGE WITH ADHESIVE. 17 3. SIGNS WITH TACTILE CHARACTERS SHALL BE LOCATED 48" MIN. AFF OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60" MAX. AFF OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. 4. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 5. FOR ADDITIONAL INFORMATION ON RAISED CHARACTERS AND BRAILLE REQUIREMENTS, SEE CBC CHAPTER 11B A. BRAILLE SHALL BE GRADE 2 WITH DIMENSIONS AS INDICATED IN CBC 11B-703.3.1 CHARACTERS SHALL BE SANS SERIF TYPE AND IN UPPERCASE. HEIGHT SHALL BE 5/8" MIN. AND 2" MAX UON, SEE ALSO HEIGHTS NOTED ON SIGN TYPES. C. RAISED CHARACTERS SHALL BE 0.025" MIN. AND 0.037" MAX. ABOVE THEIR BACKGROUND. D. PROPORTIONS: CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF UPPERCASE LETTER "0" IS 60% MIN. AND 110% MAX. OF THE HEIGHT OF THE UPPERCASE LETTER "T". E. STROKE THICKNESS OF UPPERCASE LETTER "I" SHALL BE 15% MAX. OF THE HEIGHT OF THE CHARACTER. 6. SIGNAGE COLOR TO BE DETERMINED BY ARCHITECT. 7. CONTRACTOR TO COORDINATE ROOM NUMBER AND NAME WITH FINAL APPROVED BY OWNER, SEE ALSO SIGNAGE CONTENT SCHEDULE ON A-021. 21 20 19 18 17 16 15 PUSH SIDE 32" CLEAR MIN. PULL SIDE 14 12" MIN. 13 PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER 118" MIN. CLR.1 1 @ INTERIOR DOORS 1 _L J_ 24" MIN. CLR @ EXTERIOR DOORS CODE REF: 11 B-404.2 LEVEL MANEUVERING CLEARANCE AT DOORS 16 15 14 1/2" = 1'-0 13 12 11 10 ALTERNATE CONDITION: WHERE SWITCHES OCCUR AT END OF DOOR SWING LOCATE SWITCHES AND OTHER ELECTRICAL DEVICES WITHIN 1'-6" OF EDGE OF DOOR. FLASHING EMERGENCY INDICATOR LIGHT (STROBE LIGHT) CENTERLINE OF TOP ROW OF SWITCHES AND LEVER HANDLE CARD READER WHERE OCCURS LIGHT SWITCH, DIMMER, THERMOSTAT & OTHER CONTROLS; ALIGN HORIZONTALLY ACCESSORY SWITCHES & CONTROLS: PLACE WITHIN 1'-6" (HORIZONTALLY)OF DOOR; WHERE ADDITIONAL ROWS ARE REQD BY RM FUNCTION, PLACE PRIMARY LIGHT SWITCHES ON TOP, ACCESSORY SWITCHES & CONTROLS AT BOTTOM. ADA PUSH PLATE -PROVIDE AT BOTH INTERIOR AND EXTERIOR SIDE OF DOOR, SEE ###/#-### ELEC WALL OUTLET WHERE OCCURS. ALIGN VERTICALLY W/ ELEC SWITCH IF OUTLET IS WITHIN 2'-0" OF DOOR. CODE REF: 1008.1.9.2 DEVICE PLATE LOCATIONS HARDWARE AT TYPICAL DOOR & EXIT DOOR UNLATCHING FORCE SHALL NOT EXCEED 5 LBS. FOR EXTERIOR DOORS, 5 LBS FOR INTERIOR DOORS AND CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MIN. THE AUTHORITY HAVING JURISDICTION MAY INCREASE THE MAXIMUM EFFORT TO OPERATE FIRE DOORS TO ACHEIVE POSITIVE LATCHING BUT NOT TO EXCEED 15 LBS. MAX AUTOMATIC DOOR OPENER ACTUATOR WHERE OCCURS LEVER TYPE HARDWARE, TYPICAL. LEVER HANDLE SHALL RETURN TO DOOR. (SHALL BE MOUNTED @ 40" AFF, UON) SMOOTH UNINTERRUPTED SURFACE MOUNTING LOCATIONS OF HARDWARE AT DOORS 12 11 10 9 z ELEV z c Fib SANITARY NAPKIN TOILET DISPOSAL PAPER DISPENSER 18". CLEAR FLOOR SPACE 30" 8 BOT. OF GLASS SEAT SOAP PAPER SANITARY COVER DISPENSER TOWEL NAPKIN DISPENSER DISPENSER DISPENSER SIDE T.O. OPERABLE PARTS TYP. ROBE HOOK FRONT WRAP PIPE 11" MIN. ACCESSIBLE LAVATORY ELEVATIONS AND MIRROR ELEVATION WOMEN'S TOILET NIC - FOR REFERENCE ONLY 7 6 8" MIN. MENS •r. 7 1'-6" MIN. DISTAN'E ACCESSIBLE TO DOOR (WHERE OCCURS) PAPER TOWEL DISPENSER & RECEPTACLE 11/4"0 MIN. 1 1/20 MAX. ACCESSIBLE TOILET ACCESSIBLE TOILET (SIDE ELEVATION) FLUSH (FRONT ELEVATION) ACTIVATOR TO WIDE SIDE 12" MIN 6" MAX 17"-18" 59" FLEXIBLE SHOWER CONTROL LOCATION ELEVATIONS HOSE PER CBC 11B-608.5.3 1 1 /2" MAX. SHOWER SEAT PER. CBC 11B-610.3 • 61" MIN. CLR 6" MAX 6" MAX CLEAR PACE 36"MINCLR ALTERNATE ROLL -IN SHOWER PLAN CBC 11B-608.2.3 TYPICAL ACCESSIBLE CLEARANCES & MOUNTING HEIGHTS MEN'S TOILET NIC - FOR REFERENCE ONLY 5 4 3 EXIT DOORS CODE REF: 11B-216.8, 11B-703.7.2.6 SIGNAGE DETAILS 2 1 CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. 0 2024 Shah Kawasaki Architects Revision Number Project 10/02/2024 ISSUE DESCRIPTION 50% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 SKA Project Number: 24702 Contractor Construction Drawing Title CODE & SIGN DETAILS Drawing No. NOT FOR CONSTRUCTION R P O N M L K J H G 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R 1'-4" 1'-0" NOTES:-. A - Fabricated painted aluminum sign cabinet with internal bracing as required, no visible seaming B - 1" thick #4 brushed cast aluminum letters mounted to face of sign cabinet; provide satin clear coat to completed letter. C-1/4" thick#4 brushed aluminum water -jet cut logo/seal mounted to face of sign cbinet with bolts and mechanical fasteners and 1" standoff posts; dark areas to be screen or direct printed UV Cure graphics; provide satin clear coat to completed sign panel D - 1" thick dimensional aluminum letter; attach to panel with mechanical fasteners through back; painted all exposed surfaces. E - Concrete base F - Internal frame structure, supports and pp convrete base w/ embedded footing as required to secure sign and meet local codes v u v '� U - t.. •��- �i� �i �' ..---- G- Option for External or Internal Illumination II � o o CLIENT S1RVIC/ 1' -� : — C '. R n Gil 7 Q Q ,� )'OF ALA • 1" 1' 3" • P ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR OAKLAN D CA 94612 , , P • • • • A EMERGENCY • A 0 0 • ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ 106 ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ B NOTES: ak caluminum d el, ied on all A 1/8" thsurfaces; visible surfaces; mounted securely into bracket with silicone adhesive. B - Screen or direct painted UV Cure graphics; provide satin clear coat to completed sign panel. C - Aluminum bracket, satin finish; - • • • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •41.) 4 A NOTES: A - 1/8" thick acrylic panel, painted face & N N • SHOWER EYE WASH AND returns. B - Screen or direct painted UV Cure graphics; provide satin clear coat to completed sign panel. C - Mount sign with 0.0062" thick 3M VHB & silicone adhesive. mechanically fastened to wall; all attachment hardware to match bracket finish. 4 o /'v • • & 4 /11f) (A) /4 i((_ ,,, ..„/ A E.RGO2 — SHOWER AND EYE WASH ID FLAG SIGN M17 E.RGO1 — SHOWER AND EYE WASH ID M12 S.IDO1 — MONUMENT ID — PLAN VIEW M 1 3/8" = 1'- 3" = 1'-0" 3" = 1'-0" L 8' - 4 3/4" 22' - 0" L K K 1'-4" • • • zo :!ALAMEDA COUNTY FIRE �', Ii *.+ TRAININGCENTER.....,..,it o M J J :_ M ,, �2„ 8 3/4" o • t o H H S.IDO1 — MONUMENT ID — SIDE VIEW H9 S.IDO1 — MONUMENT ID — FRONT VIEW H 1 3/8" = 1'-0" 3/8" = 1' G 29' - 7 1/8" G r- co N F F co NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects — ALAM DA CO UN Y RE DEPAR 11/1 N • 17' 6" Revision Number DATE ISSUE DESCRIPTION E E R1 09/13/2024 CITY OF DUBLIN SDR 10/02/2024 50% DESIGN DEVELOPMENT M 3'-10" 9'-10" 3'-10" • o0 o r i A -Nips* t4 N1°0k7r/f6 * NOTES: A - 1" thick red powder coated aluminum cast aluminum letters mounted to face of building on 1" standoff posts; provide satin clear coat to letters B 1/4" thick #4 brushed aluminum water jet cut logo/seal mounted to face of building with 1" standoff posts, bolts and mechanical fasteners; dark areas to be sceen or direct D Project ALAMEDA 5053 FIRE GLEASON C TRAINING E 94568 N DRIVE, T COUNTY E R DUBLIN, CA C7ALIOS. C Architect of Record K A H A W A S A H K I Contractor . . printed UV Cure graphics; provide satin clear coat to completed sign panel; provide backlighting on logo 0 • C - Mount to building with bolts and silicone flush to building B ARCHITECTS 570 I Oth Oakland. Street, CA Suite 94607 201 • RAC Construction c,° v • adhesive surface, sealing behind with no gap, and any sealing building penestrations should additional blocking be _ required. N • I RAINING CEN Drawing Title EXTERIOR SIGN DETAILS • A Drawing No. A-023A S.IDO2 — BUILDING ID — FRONT VIEW Al Project Number: 24702 3/8" — 1'-0"SKA 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 • • • 1/8" 2" 3' - 0" 2" • CLIENT R 4,11 V I O jl Liar 1-4 � J Cil: Orli ill C M LIi • QOR Q - UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISING PLACARRDS f , �� f^l�. OF f LICENSE PLATES FOR PHYSICALLY DISABLED PERSONS MAY BE TOWED AT OWNER'S EXPENSE AND SUBJECT A g A o TO $250 FINE. TOWED VEHICLES MAY BE RECLAIMED BY TELEPHONING THE DUBLIN POLICE DEPARTMENT AT (925) 462-1212 PRIVATE PROPERTY NO TRESPASSING OR OVERNIGHT PARKING. VIOLATORS WILL BE TOWED AT OWNERS EXPENSE THIS IS A NO SMOKING CAMPUS / c NOTES: A - Fabricated aluminum sign with painted finish all visible sides; satin finish all exposed surfaces; B - Screen or direct painted UV Cure graphics; provide satin clear coat to completed sign panel. C - Internal tube frame structure, supports, and concrete base w/embedded steel as required to secure sign. N EXIT B NOTES: ALAM E DA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P TI ROUTE A - 1/8" thick aluminum sign panel with eased edges and corners, painted on all visible surfaces; mechanically fastened to post with welded countersunk hardware, no visible fasteners or weld distortion on sign surface. C B - Screen or direct painted UV Cure • graphics; provide satin clear coat to completed sign panel. C - 2" Square aluminum tube post with capped end, painted on all visible surfaces; concrete footing as required. Ofooting 0 FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW N N S.RGO3 — EGRESS SITE ID N8 S.RGO1 — PARKING REGULATORY SIGN N 1 1 " = 1'-0" 1 " = 1'-0" M 9" TYP ± 2'-9 3/8" i M L L • • • • a `" PARKING ONLY A NOTES: A - Standard MUTCD vehicular regulatory sign with size and reflectivity per local state/city requirements and codes by N • Training • • Tower B z = MINIMUM FINE $250 HCPKG Contractor. B - Standard 03" aluminum pole with cap • - • on top to match other similar signs in the co VAN ACCESSIBLE area by Contractor. Kstate/city K - SCBA Building Restrooms NOTES: A 1/8" thick aluminum sign panel with eased edges and corners, painted on all visible surfaces; mechanically fastened to post with welded countersunk hardware, no visible fasteners or weld distortion on sign surface. • Van Accessible w o Q CC u, 0 Q ti C Standard MUTCD ground/pavement mounting with breakaway and required sign face mechanical fastener/brackets per local requirements and codes by Contractor. BScreenUV o NOTES: A - 1/4" thick #4 brushed aluminum water -jet cut letters mounted to face of building; provide satin clear coat to completed letters B - Mount to building with bolts and silicone adhesive flush to building surface, sealing behind with no gap, and any sealing building penestrations should additional blocking be required. or provide sairect pnlnted graphics; p clear coat to completed sign panel. C - 2" Square aluminum tube post with capped end, painted on all visible surfaces; concrete footing as required. J Ua z d • 00 z o 2 B FRONT VIEW SIDE VIEW H H FRONT VIEW G G S.RGO2 — ACCESSIBLE PARKING ID G 15 S.WF02 — PEDESTRIAN DIRECTIONAL G8 E.1D02 — BUILDING ADDRESS — FRONT VIEW G 1 1 " = 1'-0" 1 " = 1'-0" 1 " = 1'-0" F + 1-4" + 1/8" 2 1' - 10" 2" 2' 3 3/8" F NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. 0 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION G E 10/02/2024 50% DESIGN DEVELOPMENT • - y_ , _ - - - ' - -- ' -, z - • - - - °,, • • .• �STOPA _.- r-p--�- - . , ,, .- B _ _ / N ` ;- • - - . - ,--' __ - ' - --, • -- , I _ _ - n I ' y - - I, ce � - -; -I- I � -I - I' J_ _ I I - - - I x ' _ .$ - ,'- -`' --' =, ,- •- - - NOTES: _ A 1/4" thick #4 brushed aluminum water jet cut logo/seal mounted to face of building Authorized U DBeyong o Personnel Only This Point M�Pu C Project ALAMEDA 5053 FIRE GLEASON CENTER TRAINING 94568 DRIVE COUNTY > DUBLIN > CA oZo "' overnight Violators owner's This Campus PGrr PRIVATE No trespassing expense. is a No ���_g PROPERTY or parking.-1 wxpl be towed Smoking at NOTES: A - Fabricated aluminum sign with painted finish all visible sides; satin finish all exposed surfaces B - Screen or direct painted UV Cure graphics; provide satin clear coat to completed sign panel C - Internal tube frame structure, supports, and concrete base w/embedded steel footing as required to secure sign _ - _ - - y I r' J with bolts and mechanical fasteners; dark co NOTES: A 1/8" thick aluminum sign panel with eased edges and corners, painted on all visible surfaces; mechanically fastened to post with welded countersunk hardware, no • _ , }' _ _ _ _ _ _ _ _ - - _ rt - ;' _ •, -` _ - - _ _ __ _ _ _ _ _ _ ' _ areas to be sceen or direct printed UV Cure - - graphics; provide satin clear coat to - _ completed sign panel C ir, • ❑ -, - �! , _ -..i _ r �_ B 1/4" thick #4 brushed aluminum water -jet cut letters; provide satin clear coat to • _ I - - - , , - ,- - _ ,- 6' - 0 5/8" ,' ., _ _, , ' _ _ '.- ,•_ - - _ _ . completed letters - Architect of Record S I -I K A W A A S A Iu K 1 Contractor visible fasteners or weld distortion on sign surface. B - Screen or direct painted UV Cure graphics; provide satin clear coat to completed sign panel. C - 2" Square aluminum tube post with capped end, painted on all visible surfaces; concrete footing as required. , , TTTT C - Mount to building with bolts and silicone adhesive flush to building surface, sealing behind with no gap, and any sealing building penestrations should additional blocking be required. B ARCHITECTS Ot Oakland, Street, CA 60ite 94607 OVERAAt Construction • SIDE VIEW FRONT VIEW Drawing Title — EXTERIOR SIGNS DETAILS FRONT VIEW SIDE VIEW A Drawing No. Am 024 S.RGO4 — AUTHORIZED PERSONNEL SITE SIGN Al 5 S.WF01 — VEHICLE DIRECTIONAL A8 E.IDO1 — ENTRY ID — FRONT VIEW Al SKA Project Number: 24702 1" = 1'-0" 1" = 1'-0" RE: D1/ A-1-141 1" = 1'-0" 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT 7" 00 • CLASSROOM NOTES: A - 1/4" thick acrylic panel, painted face & returns. B - Thermoformed or dimensionally printed tactile graphics raised 1/32" above panel face; type to be touch painted at face. Rowmark, or other adhesive -set type, will not be considered. C - Thermoformed, direct printed or raster bead Grade II Braille, same color as sign panel. D - Mount sign with 0.0062" thick 3M VHB & silicone adhesive. E - Where wall is < 18" wide, center sign between door frame and corner of wall. Where door swings out toward user, center sign 9" from door jamb. F - If sign is mounted to glass, use V3 gray vinyl backer applied first surface before mounting sign. Vinyl backer should be same size as sign plaque G - Exterior sign locations to have exterior -grade materials 7" • co • 00 M • • FITNESS 9 • NOTES: A - 1/4" thick acrylic panel, painted face & returns. B - Thermoformed or dimensionally printed tactile graphics raised 1/32" above panel face; type to be touch painted at face. Rowmark, or other adhesive -set type, will not be considered. C - Thermoformed, direct printed or raster bead Grade II Braille, same color as sign panel. D - Mount sign with 0.0062" thick 3M VHB & silicone adhesive. E - Where wall is < 18" wide, center sign between door frame and corner of wall. Where door swings out toward user, center sign 9" from door jamb. F - If sign is mounted to glass, use V3 gray vinyl backer applied first surface before mounting sign. Vinyl backer should be same size as sign plaque G - Exterior sign locations to have exterior -grade materials 7" N Authorized persorineF o nly PIease push button for assistance_ NOTES: A - 1/4" thick acrylic panel, painted face & returns. B - Screen or direct painted UV Cure graphics; provide satin clear coat to completed sign panel. C - Mount sign with 0.062" thick 3M VHB & silicone adhesive D - If sign is mounted to glass, use V3 gray vinyl backer applied first surface before mounting sign. Vinyl backer should be same size as sign plaque E - Exterior sign locations to have exterior - grade materials. FINAL MESSAGE TO BE DETERMINED BY OWNER ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P I.ID01 - CLASSROOM ID M15 6" = 1'-0" I.ID02 - ROOM ID M8 „ = 1'-0" I.RGO3 - AUTHORIZED PERSONNEL ONLY M1 = 1'-0" CO N • GV • Fire Chief William McDonald 7" co CO N • v• v • • Fir! Chief William McDonald 106A • NOTES: A - 1/4" thick acrylic panel, painted face & returns. B - Thermoformed or dimensionally printed tactile graphics raised 1/32" above panel face; type to be touch painted at face. Rowmark, or other adhesive -set type, will not be considered. INSERT COMPONENT C - Thermoformed, direct printed or raster bead Grade II Braille, same color as sign panel. D - Screen or direct painted UV Cure graphics; provide satin clear coat to completed sign panel. E - Mount sign with 0.0062" thick 3M VHB & silicone adhesive. F - Where wall is < 18" wide, center sign between door frame and corner of wall. Where door swings out toward user, center sign 9" from door jamb. G - If sign is mounted to glass, use V3 gray vinyl backer applied first surface before mounting sign. Vinyl backer should be same size as sign plaque 7" CO lik Restrooms Chief Fire Office Training Grounds —> Restricted Access A B A B NOTES: A - 1/4" thick acrylic panel, painted face & returns. B - Screen or direct painted UV Cure graphics; provide satin clear coat to completed sign panel. C - Mount sign with 0.062" thick 3M VHB & silicone adhesive 7" CO v • 09 LO • co • CO • • RESTRICTED ACCESS NOTES: A - 1/4" thick acrlic panel, painted face & returns. B - Thermoformed or dimensionally printed tactile graphics raised 1/32" above panel face; type to be touch painted at face. Rowmark, or other adhesive -set type, will not be considered. C - Thermoformed, direct printed or raster bead Grade II Braille, same color as sign panel. D - Symbols pained 1st surface/ E - Mount sign with 0.0062" thick 3M VHB & silicone adhesive. F - If sign is mounted to glass, use V3 gray vinyl backer applied first surface before mounting sign. Vinyl backer should be same size as sign plaque I.ID03 - OFFICE ID F15 " = 1'-0 I.RGO3 - AUTHORIZED PERSONNEL ONLY Copy 1 F8 = 1'-0" I.RGO4 - RESTRICTED ACCESS F1 = 1'-0" N L J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. 0 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 lOth Street, Suite 201 Oakland, CA 94607 Contractor OVERA Construction Drawing Title NTERIOR SIGNS DETAILS Drawing No. A-025 F E D 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 SKA Project Number: 24702 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 R � � . , CLIENT R C 1 RVIC/ �� O 1-4 Lc crit rii.,1 (0-) MEN II I'Q0 WOMEN Q Y OF N P ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P ALTERNATE LAYOUTS 9 3/4" - - A A WOMEN CENTER ALTERNATE A� • MEN ON DOOR CENTER LAYOUTS ALTERNATE LAYOUTS ON DOOR 0 A NOTES: Zo ® t • A - 1/4" thick acrylic panel, painted face & returns. B - Thermoformed or dimensionally printed tactile graphics raised 1/32" above panel face; type to be touch painted at face. Rowmark, or NA AI �Y �, other adhesive -set type, will not be considered. C - Thermoformed, direct printed or raster bead Grade II Braille, same color as sign panel. D - Mount sign with 0.0062" thick 3M VHB & TXVWRTGBRT ct op ^ IIIII M nA IYI • silicone adhesive. E - Where wall is < 18" wide, center sign between door frame and corner of wall. Where NOTES: A A - 1/4" thick acrylic panel, painted face & swings out toward user, center sign 9" from R S ROOdoor A doorjamb. 0 1 1111 returns. B Mount sign with 0.0062" thick 3M VHB & M; F If sign is mounted to glass, use V3 gray vinyl �• A backer applied first surface before mounting c� silicone adhesive. c - Exterior sign locations to have exterior -grade materials sign. Vinyl backer should be same size as sign L L GTRYTH plaque G - Exterior sign locations to have exterior -grade • A materials NOTE: Panel color to contast with door color; alternate colors may be required. �• • • GENDER CENTER NEUTRAL ON DOOR K K I.ID04 - RESTROOM WALL ID K12 I.RGO5 - RESTROOM DOOR ID K1 6" = 1'-0" 3" = 1'-0" J 7" • AADCFREG J H H CO • X 1 G • RO • • .:.•. F F 2 M A • • ALTERNATE LAYOUT 7" NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. 0 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION E co' 10/02/2024 50% DESIGN DEVELOPMENT , MAXIMUM• A NOTES: A - 1/8" thick acrylic panel, painted face & returns. LIi COB — OCCUPANCYg - Screen or direct painted UV Cure graphics; co 0 provide satin clear coat to completed sign panel. C - Mount sign with 0.0062" thick 3M VHB & silicone adhesive. D D • •00 Project ALAMEDA FIRE GLEASON CENTER TRAINING 94568 DRIVE, COUNTY DUBLIN, CA A NOTES: • LO • D - Exterior sign locations to have exterior -grade materials 101/2" • A - 1/4" thick acrylic panel, painted face & • returns. X 15053 B - Thermoformed or dimensionally printed tactile 1/32" face; _ '� • _ co = graphics raised above panel type to be touch painted at face. Rowmark, or Architect of Record SHAH , K A 11V 1 A S A K I Contractor 0 . ... C other adhesive -set type, will not be considered. c_ Thermoformed, direct printed or raster bead Grade II Braille, same color as sign panel. D - Mount sign with 0.0062" thick 3M VHB & siliconeadhesive. B B ARCH!TET5OVERAI&t 570 10th Oakland, Street, CA Suite 94607 201 Construction Zo r, • E - sign is mounted to glass, use V3 gray vinyl •• • A backer applied first surface before mounting sign. Vinyl backer should be same size as sign plaque INTERIOR Drawing Title SIGNS DETAILS A A Drawing No. A-026 I.RGO1 - EGRESS ID Al 2 I.RGO2 - MAXIMUM OCCUPANCY Al SKA Project Number: 24702 6" = 1'-0" 6" = 1'-0" 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 VIEW FROM SOUTH EAST CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. 0 2024 Shah Kawasaki Architects Revision Number I DATE R1 ISSUE DESCRIPTION 09/13/2024 CITY OF DUBLIN SDR 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Drawing Title DESIGN INTENT - EXTERIOR RENDERED VIEWS Drawing No. A-031 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 SKA Project Number: 24702 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 VIEW FROM SOUTHWEST ELEVATED VIEW OF TRAINING GROUNDS FROM EAST VIEW OF TRAINING GROUNDS FROM NORTHEAST CLIENT R Q ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P O NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. 0 2024 Shah Kawasaki Architects Revision Number I DATE R1 ISSUE DESCRIPTION 09/13/2024 CITY OF DUBLIN SDR 10/02/2024 Project 50% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction N M L K J H G F E D C B Drawing Title DESIGN INTENT EXTERIOR RENDEREC VIEW Drawing No. A-032 A 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 SKA Project Number: 24702 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT VIEW OF COMMONS LOBBY AREA VIEW FROM BREAK AREA VIEW INTO LARGE CLASSROOM VIEW FROM EXCERCISE ROOM ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. 0 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor OVERAA4t Construction Drawing Title DESIGN INTENT - INTERIOR RENDERED VIEWS Drawing No. A-033 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 SKA Project Number: 24702 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 The tower sits over the training commons, lobby and reception. The lobby with its clerestory windows provides a -- .-_._..-------_-- CLIENT R caVfcts i O '44 r �j irrit �-� centerpiece for the arrival at the campus. This is the social hub or cross roads of the building. The south facing sloped roof extends farther than the Classroom building footprint over the adjacent exterior Utility Yard. This long roof gesture is sized to the scale A uIWTY FIIaE ®� ' Q7, �r . OF �V of the Gleason arterial. The roof is gabled at the north and skylights provide natural daylight for the internal corridor and large classroom, and supports and extensive roofop solar array. ` � ./ ALAMEDA COUNTY GENE ICES AGENCY 1401 LAKESIDE DRIVE 10T H FLOOR, OAKLAN D, CA 94612 P - �� _ _ -�..- 1r 4 -� �141- - - - — O 0 11 11 �'"-- -, II it it 11 11 11 II 0 II II =— - - — ------� -7 _ __ DESIGN INTENT NOTES TRA NINE, 1I ,_ -- „_� The Classroom/Administration Building 1 includes three primary design elements: �� �I r c _ 1) entry/lobby tower n n 2) south and north facing sloped roof I 3) solid building base NThe N I -_,I :11 lim...._ , fie 0111 - taupe solid base of premium quality Aluminum Composite Metal (ACM) panels adds a level of quality at the pedestrian level A worn" and settles the building into the surrounding Ian. cape M M 100 CLASSROOM BUILDING - SOUTHWEST M 1 - i iii I 14411111 , _, ,III _ , 0 . NI op woo • illio III _ - • 11. - I i?' Illedito, ill 01 K K H 100 CLASSROOM BUILDING - NORTHEAST H 1 • . . - —, a• ,.. .00 •III,• .00010.111.1110-1111011.111:11.071111110111111111P111 ■ ■II. • ®'- , . ,.., _.% --- --• -. . -, ..- .. -- -- -• . ,..-5. . -- -.„---.....----:„ , .1.-- IIIA /// II■1.■■■■■■■■ MITIMIIIIIM//////111 :■■•■•■■■.•■■■■• gigie"n _�--• . d ,• a • -,-.. . 4 ..••' . /M■■■■■■■MMN■■■■■■ •./0//////j■I• 0/ ■// /// 00O /..j■//■■. ■■ ■■I■M�N■■�MIM■M .. ■■■ ° ■■■♦ ■■■I 111101110 _ 111- NOTE: If this drawing is not 42 x30 it has been revised from its original size and are no longer pp applicable. theOscales notedw ects a f 2024 Shah Kawasaki Architects /• •'• ' •• _ _ �� •. - . . • • ^ ° -_ ` �' . �� , • ■��• ■■ �■ _ NONMN ��1 =ondrawing/details II.■ ■ ■ ■ ..�' �� 1■-■■■■■���■ • Ili° J •■■M 1�■■w_i a' wmi •' � ._.. " • . .. I■ ' •• � �• ' � ' ' •' ••. Revision Number DATE ISSUE DESCRIPTION E R1 09/13/2024 CITY OF DUBLIN SDR 1 - i 10111.1 -_ � ■��■ R�■� ' 10/02/2024 50% DESIGN DEVELOPMENT 01111111111.0111111 Mi -■■ WNW - MI� ■■ I ■■■■■■■■■■■■■■■■■■1, �di m�lomMINSmu Man — I �^ ■■ Now _ / -� ] ■■■:■■■■■■■■■■■■•■�■ lommin���alnim �III��■ �� 1 1 1I1 ■ ■■ �� �.•■■ ...■■.■.I. 1 •__ MMMIME II MIEMM N.. .. gd •! 4 • • •• ••,• ■ •: •. • 6 • FA ■mow■ .mom.m1 ���1 .. mi I■ ��i • I, 1117.1.1. II,: j I III --li D .11.1771,11. . . ■■■ I I I I I J I I I I I I I I I I I / �'�••••••'•%•'•'''•';'•. • •,:� •�•"• •`'• � 4. ■ I I 1 r 1 � V Ov '" • °" +° � Project ALAMEDA 5053 FIRE GLEASON CENTER TRAINING 94568 DRIVE COUNTY , DUBLIN, CA III 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 1 1 , °'' ° - �_, NI — ■■■■mmil _ ■, ._ I ,� ...a _ .11.11111111 I_.,_.., ■ ■ ■ Aim --"Iir-._ .' ...•..., :... a ° • ,. .�MMIIMIM ���111111111111 i . 4. oginsi ......... MiliMin,.�._.�... �,_��� ._ -- _ . I ��.IC ...�.■■■■ • II • .......Inmenummi...111- ■■■■■■MIMI ■■■.1.01000 ii■■�■■■■■■■ Ilk I�■■�11!�■■■■iNI ■■■■■■■■■■■■■1 �� ■■■■■ ■ ■■ ■ ■■■■ ■■1 ■� ■■ ■■ ��■■ ■■■■ ■■ . MIIIIMMIIIIIIIIIIIIIMINIIIIIIIIIIIIIIRLIN.11111111111111111111111111.11111 =■=���■■■i■i■ ■■ ■■• ■ ,■■■■ ■ ....■■ ■■■■.■■ �� �•... ��iil�■�i�i�■! ..... i ■ ...Ili ! \ • . tioonIIIIIIIIII '...'\-;,: �__ I. .■■�Illillllillilllli■�■��0.-. ■■■■■•■■■ ■■■ ■■■ ���■■��■ ■■ a• I . ' \ 46. .! g . ....111011 111111111111111111111 : ■ ^ .' : • , I •.:. 4 !_ , �; . 1 Ore �� 1' ii.�, ,►•.!` I_ _ ►lam I ;� `III= :.� �_ = ��� G ■t _ _,1►lI■�I — I I� _ I■i II■� . I �I-i11��` J I_' I E I _1 _ 1- _-- TIT Imo;■. - =.. — ° I'll .••INNOW �— �� ��.,I 11 —: . =�� - - mow ■ ' �_�issomow-- I_ l� ;--1�■.Ng Architect of Record K WASAKf Contractor 111,,,,,,,\111 1111111111111111--- ■� �■NIlimmormiimi 'a' '• • • �■ 1■ ■1 ■ % ■%% 11 a`. a . • . •a °•. , , __ • ■■.■.■�' \, • 011 owl"_ 11111111111111110111111111 ► , r;ars. �■ % %/ ��■.■..■■ VA0 -1 •■■■■■ ■■■' ■■■■'' _ v. % o I I 11■ ■ ��■�■■ ■� I e ®� 00 1■■■■j °' ■■I I d , ARCHITECTS 570 10th C)akland. Street, CA Suite 94607 201 RAC Construction • _ a illP: 0111111111111,:% _A( �ISO ''i IF 4ftlIV \ I� i.„,,, ■ . . _ - I� Drawing Title DESIGN INTENT OVERVIEW - EXTERIOR DESIGN IMAGES A Drawing No. A-034 200 TOWER BUILDING - NORTHEAST Al 2 200 TOWER BUILDING - SOUTHWEST Al SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 CLIENT LEEDv4 BD+C FOR NEW CONSTRUCTION Alameda County Fire Training Center (ACFTC) 5053 Gleason Drive. Dublin. CA 94568 SUMMARY SCORECARD LEED Project ID No.: TBD 1012/2024 GREEN CONSU LUNG 4.. n Credit 1 Y Y7 N7 N Y Y7 N7 N Y Y7 N7 N Y Y? N? Integrative Process Location and Transportation Credit 1 Credit 2 Credit 3 Credit 4 Credit 5 credit 6 credit 7 Credit 5 LEER tor Neighborhood Development Location Sensitive Land Protection High Priority Site Surrounding Density and Diverse Uses Access to Quality Transit Bicycle Facilities Reduced Parking Footprint Green Vehicles Sustainable Sites C Prereq 1 Construction Activity Pollution Prevention credit]. D credit 2 Credit 3 e Credit 4 Credit 5 n Deck s Site Assessment Site Development - Protector Restore Habitat Open Space Rainwater Management Heat island Reduction Light Pollution Reduction 4 1 Water Efficiency N moo ri n MUM m0M ••0= MMEIM ©uuu ■■M Prereq 1 'rereq 2 ^rereq 3 credit 1 Credit 2 r credit 3 Credit 4 Outdoor Water Use Reduction Indoor Water Use Reduction Building -Level Water Metering Outdoor Water Use Reduction Indoor Water Use Reduction Cooling Tower Water Use Water Metering Energy & Atmosphere C Prereq 1 U Prereq 2 0 Prereq 3 u Freres' 4 C Credit 1 a Credit C Credit 3 C Credit 4 11 Credit 5 1 Credit 6 Credit 7 C Fundamental Commissioning and Verification Minimum Energy Performance Building -Level Energy Metering Fundamental Refrigerant Management Enhanced Commissioning Optimize Energy Performance Advanced Energy Metering Demand Response Renewable Energy Production Enhanced Refrigerant Management Green Power and Carbon Offsets Possible Points: Possible Points 16 16 1 2 5 5 1 1 1 10 Required 1 2 1 3 2 1 Possible Points: 11 Required Required Required 2 6 2 I Possible Points:. 33 Required Required Required Required 6 18 1 2 3 1 2 Y Y? 747 N BUM MEIN MUNI Y Y? N7 N Y Y? N? N Y Y? N? N Y Y? N? N Materials & Resources Storage & Collection of Recyclables C Prereq 2 17 Credit 1 C Credit 2 C credit 3 C Credit 4 C Credit 5 Possible Points: Construction and Demolition Waste Management Planning Building Life -Cycle Impact Reduction Building Product 0isciosureand Optimization - Environmental Product Declara Building Product Disclosure and Optimization - Sourcing of Raw Materials Building Product Disclosure and Optimization - Material Ingredients Canstruriion and Demolition Waste Management Indoor Environmental Quality Prereq I Minimum Indoor Air Quality Performance 0 c c c D ri 11 11 11 Prereq 2 Credit]. credit 2 credit 3 Credit 4 Credit 5 Credit 6 Credit 7 Credit s Credit 9 Environmental Tobacco Smoke (ETS) Control Enhanced Indoor Air Quality Strategies Low -Emitting Materials Construction Indoor Air Quality Management Plan Indoor Air Quality Assessment Thermal Comfort Interior Lighting: controls and quality Daylight Quality VieWs Acoustic Performance Innovation & Design Process C credit 1.1 Exemplary Performance in EQc2 low -emitting C credit 1.2 Exemplary Performance in MRc4 BPOO- EPOs D credit 1-3 innovation- Purchasing lamps (no mercury) D credit 1.4 Green cleaning and IPM credit 1-5 SSpc129 Pilot- Comprehensive Composting C credit 2 LEED"Accredited Professional Regional Priority Credit 1.i Credit 1.2 Credit 1.3 Credit 1.4 EAc2 • Optimized energy (min 10 points) EAc5 -Access to quality transit (min 5 points) MRc3 - BPDO Sourcing (min 1 pt) WEc1 Outdoor Water Use Reduction (min 2 points) WEc2 - Indoor wateruse(min 4 points) 55c4 - Rainwater Mgmt (min 3 ptsi T.9 Required Required 5 2 2 2 2 Possible Points: 16 Required Required a 3 1 a 1 2 3 Possible Points: Possible Points: 5 1 1 1 1 1 1 4, 1 53 22 18115 TOTAL (Re •uired: SILVER, Goal: Gold) Possible Points: 110 Certified 40 to 49 points Silver 50 to 59 points Gold 60 to 79 points Platinum 80 to 110 points D= Design or C=Construction Credit www-argreanconsublrg. curt Page 1 oF9 A5.602 CALGreen VERIFICATION GUIDELINES MANDATORY MEASURES CHECKLIST Application: This checklist shall be used for nonresidential projects that meet one of the following: new construction, building addi- tions of 1,000 square feet or greater, or building alterations with a permit valuation of $200,000 or more pursuant to Section 301.3 AND do not trigger a Tier 1 or Tier 2 requirement: Y = Yes (section has been selected and/or included) N/A = Not Applicable (code section does not apply to the project —mainly used for additions and alterations) 0 = Other (provide explanation) IN] = New construction pursuant to Section 301.3 [A] = Additions and/or Alterations pursuant to Section 301.3 CHAPTER 5 DIVISIONS SECTION TITLE CODE SECTION Y N/A 0 PLAN SHEET, SPEC OR ATTACH REFERENCE DIVISION 5.1 Planning and Design Mandatory Deconstruction and reuse of existing structures, Scope with Exception 5,105.1 Reuse of existing building & Verification of compliance with 5.105.2 and Mandatory note 5.105.2.1 Mandatory Stonn water pollution prevention for projects that disturb less than 1 acre of land 5.106.1 through 5.106,2 Mandatory Short-term bicycle parking (with exception) 5.106.4.1.1 5.106.4.1.2 Mandatory Long-term bicycle parking through 5.106.4.1.5 Electric vehicle (EV) charging [N] with Section 5.106.3.1, 5.106.5.3.1, 5.106.5.3.2 and associated Table 5.106.5.3.1 5.106.5.3.2, Table 5.106.5,3.1, 5.106.5.3.2.1, 5.106.5.3.2.2, 5.106.5.3.3, Mandatory 5.106.5.3.4 and 5,106.5.3.5 OR OR Power Allocation Method: 5.106.5.3.6, Section 5,106.5.3,6 and associated Table 5,106.5.3.6 Table 5.106.5.3.6, 5.106.5.3.3, 5.106.5.3.4 and 5.106.5.3.5 Mandatory Additions or Alterations to existing buildings or parking facilities [A] with Exceptions 5.106.5.4 Mandatory Existing buildings or parking areas without previously installed EV capable infrastructure [A] 5.106.5.4.! Mandatory Existing buildings or parking areas without previously installed EV capable infrastructure [A] 5. 106.5.4.2 Mandatory Electric vehicle (EV) charging: medium -duty and heavy-duty 5.106.5.5 ] Electric vehicle charging readiness requirements for ware - Mandatory houses, grocery stores and retail stores, office buildings, and manufacturing facilities with planned off-street loading spaces [N] 5.106.5.5.1 Mandatory Table 5.106.5.5.1 5.106.5.5 and 5.106.5.5.1 Mandatory Lb ht pollution reduction [N] (with exceptions, notes and taMandatory ) 5,106.8,2106.8 trough Grading and paving (exception for additions and alterations not altering the drainage path) 5.106.10 DIVISION 5.2 Energy Mandatory Meet the minimum energy efficiency standard 5.201.1 Efficiency (continued) CHAPTER 5 DIVISIONS SECTION TITLE CODE SECTION Y N/A 0 PLAN SHEET, SPEC OR ATTACH REFERENCE DIVISION 5.3 Water MandatorySeparate meters (new buildings or additions > 50,000 sf that consume more than 100 gal/day) 5.303.1.1 Efficiency and Conservation Mandatory Separate meters (for tenants in new buildings or addi- tions that consume more than 1,000 gal/day) 5.303.1.2 Mandatory Water closets shall not exceed 1.28 gallons per flush (gpf) 5.303,3.1 Mandatory wall -mounted urinals shall not exceed 0.125 gpf 5.303.3.2.1 Mandatory Floor -mounted urinals shall not exceed 0.5 gpf 5.303,3,2.2 Mandatory Single showerhead shall have maximum flow rate of 1.8 gpm (gallons per minute) at 80 psi 5.303.3.3.1 Mandatory ry Multiple showerheads serving one shower shall have a combined flow rate of 1.8 gpm at 80 psi 5.303.3.3.2 Mandatory Nonresidential lavatory faucets 5.303.3,4,1 Mandatory Kitchen faucets 5.303.3.4.2 Mandatory Wash fountains 5.303.3.4.3 Mandatory Metering faucets 5.303.3.4.4 Mandatory Metering faucets for wash fountains 5.303.3.4.5 Mandatory Pre -rinse spray valve 5.303.3.4,6 Mandatory Food waste disposers 5.303.4.1 Mandatory Areas of additions or alterations 5.303.5 Mandatory Standards for plumbing fixtures and fittings 5.303.6 Mandatory Outdoor potable water use in landscape areas (with notes) 5.304.1 DIVISION 5.4 Mandatory Weather protection 5.407.1 Material Mandatory Moisture control: sprinklers 5.407.2,1 Conservation and Resource Mandatory Moisture control: exterior door protection 5-407.2.2.1 Efficiency (continued) Mandatory Moisture control: flashing 5.407.2.2.2 Construction waste management —comply with either: 5.408.1.1, Mandatory Sections 5.408.1.1, 5.408,1.2, 5.408.1.3 or more strin- 5,408.1.2, gent local ordinance 5,408,1.3 Mandatory Construction waste management: documentation 5.408.1.4 Mandatory Universal waste [A] 5.408.2 Mandatory Excavated soil and land clearing debris (100% reuse or recycle) with Exception and Notes 5.408.3 Mandatory Life Cycle Assessment, Scope, Whole building life 5.409.1, cycle assessment with Notes, Building components, 5,409.2, Reference study period, and Verification of compliance 5.409,2,1, 5.409.2.2 and 5.409.2.3 Mandatory Life Cycle Assessment, Scope, Product GWP compli- 5.409.1, ance — prescriptive path, 5.409.3.1 with Exception and 5.409.3, Exception EQUATION, Verification of compliance 5,409.3.1, and Product GWP Limits Table with Footnotes 5.409.3.2 and Table 5.409.3 Mandatory Recycling by occupants (with exception) 5.410.1 Mandatory Recycling by occupants: additions (with exception) 5.410.1.1 Mandatory Recycling by occupants: sample ordinance 5-410.1.2 Mandatory Commissioning new buildings (? 10,000 sf) [N] 5.410.2 Mandatory Owner's or owner representative's Project Require- ments (OPR) [N] 5,410.2.1 Mandatory Basis of Design (DOD) [N] 5.410.2.2 (continued) CHAPTER 5 DIVISIONS SECTION TITLE CODE SECTION Y NIA O PLAN SHEET, SPEC OR ATTACH REFERENCE (continued) DIVISION 5.4 Material Conservation and Resource Efficiency Mandatory Commissioning plan [N] 5.410.2.3 Mandatory Functional performance testing [N] 5.410,2,4 Mandatory Documentation and training [N] 5.410.2.5 Mandatory Systems manual [N] 5.410.2.5.1 Mandatory Systems operation training [N] 5.410.2.5.2 Mandatory Commissioning report [N] 5.410,2,6 Mandatory Testing and adjusting for new buildings < 10,000 sf or new systems that serve additions or alterations [A] 5.410,4 Mandatory System testing plan for renewable energy, landscape irrigation and water reuse [A] 5.410.4.2 Mandatory Procedures for testing and adjusting 5.410.4.3 Mandatory Procedures for HVAC balancing 5.410.4.3.1 Mandatory Reporting for testing and adjusting 5.410.4.4 Mandatory Operation and maintenance (O&M) manual 5.410.4.5 Mandatory Inspection and reports 5.410.4.5.1 DIVISION 5.5 Environmental Quality (continued) Mandatory Fireplaces 5.503.1 Mandatory Woodstoves 5.503.1.1 Mandatory Temporary ventilation 5.504.1 Mandatory Covering of ducts openings and protection of mechan- ical equipment during construction 5.504.3 Mandatory Adhesives, sealants and caulks 5.504.4,1 Mandatory Paints and coatings 5.504.4.3 Mandatory Aerosol paints and coatings 5.504.4.3.1 Mandatory Aerosol paints and coatings: verification 5.504.4.3.2 Mandatory Carpet systems 5.504.4.4 Mandatory Carpet cushion 5.504.4.4.1 Mandatory Carpet adhesives per Table 5.504.4.1 5.504.4.4.2 Mandatory Composite wood products 5.504.4.5 Mandatory Composite wood products: documentation 5.504.4.5.3 Mandatory Resilient flooring systems 5.504.4.6 Mandatory Resilient flooring: verification of compliance 5.504.4.6.1 Mandatory Thermal insulation 5.504.4.7 Mandatory Verification of compliance 5.504.4.7.1 Mandatory Acoustical ceilings and wall panels 5.504,4,8 Mandatory Verification of compliance 5.504.4.8.1 (continued) CHAPTER 5 DIVISIONS SECTION TITLE CODE SECTION Y NIA 0 PLAN SHEET, SPEC OR ATTACH REFERENCE (continued) DIVISION 5.5 Environmental Quality Mandatory Filters (with exceptions) 5.504.5.3 Mandatory Filters: labeling 5.504.5.3.1 Mandatory Environmental tobacco smoke (ETS) control 5.504.7 Mandatory Indoor moisture control 5.505.1 Mandatory Outside air delivery 5.506,1 Mandatory Carbon dioxide (CO2) monitoring 5.506.2 Mandatory Acoustical control (with exception) 5.507.4 Mandatory Exterior noise transmission, prescriptive method (with exceptions) 5.507.4.1 Mandatory Noise exposure where noise contours are not readily available 5.507.4.1, l Mandatory Performance method 5.507.4.2 Mandatory Site features 5.507.4.2.1 Mandatory Documentation of compliance 5.507.4.2.2 Mandatory Interior sound transmission (with note) 5.507.4,3 Mandatory Ozone depletion and greenhouse gas reductions 5.508.1 Mandatory Chlorofluorocarbons (CFCs) 5.508.1.1 Mandatory Halons 5.508.1.2 Mandatory Supermarket refrigerant leak reduction for retail food stores 8,000 square feet or more Sections 5.508.2 through 5.508.2.6.3 5.508.2 through 5.508.2.6.3 END OF MANDATORY PROVISIONS Documentation Author's 1 Responsible Designer's Declaration Statement D Mandatory: I attest that this mandatory provisions checklist is accurate and complete. Signature: Company: Date: Address: License: City/State/Zip: Phone: ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Drawing Title LEED SCORECARD & CALGREEN CHECKLIST Drawing No. A-045 J F SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 AB ABAND ABT ACD AC I ACP ACR AD ADA ADJ ALT ANSI APPROX ARCH ASB ASPH ASTM AVE BC BCR BITUM BKF BLDG BLVD BM BO BOT BOW BS BVC BW AGGREGATE BASE ABANDON ANCHOR BOLT ACCESS DOOR AMERICAN CONCRETE INSTITUTE ASBESTOS CEMENT PIPE ACRE AREA DRAIN AMERICANS WITH DISABILITIES ACT ADJUSTABLE ALTERNATE AMERICAN NATIONAL STANDARDS INSTITUTE APPROXIMATE ARCHITECTURAL AGGREGATE SUBBASE ASPHALT AMERICAN SOCIETY FOR TESTING AND MATERIALS AVENUE BEGINNING OF CURB BEGIN CURB RETURN BITUMINOUS BACKFILL BUILDING BOULEVARD BENCHMARK BOTTOM OF BOTTOM BACK OF WALK BOTTOM OF SLOPE BEGIN VERTICAL CURVE BARBED WIRE C COVER C-C CENTER TO CENTER C&G CURB AND GUTTER CALTRANS CALIFORNIA DEPARTMENT OF TRANSPORTATION CAP CB CEM CF CFS CI CIP CJ CLF CLR CO CONC CONST CONT COORD CORR CP CSP CTB CTR CTY CULV CY D DEL DET DEMO DI DIA DIM DIP DN DR DRV DRWY DS DTR DWG E (E) EA EB EJ EL EMB EP EQ EQPT ESMT EVC EW EXC EXP JT EXPO EXT CORRUGATED ALUMINUM PIPE CATCH BASIN CEMENT CUBIC FOOT CUBIC FEET PER SECOND CAST IRON CAST IRON PIPE CONSTRUCTION JOINT CHAIN LINK FENCE CLEAR, CLEARANCE CLEANOUT CONCRETE CONSTRUCT CONTINUOUS COORDINATE CORRIDOR CONCRETE PIPE CALTRANS STANDARD PLANS/ CORRUGATED STEEL PIPE CEMENT TREATED BASE CEMENT TREATED BASE CENTER COUNTY CULVERT CUBIC YARD DEPTH DELINEATORS DETAIL/DETOUR DEMOLITION DRAINAGE INLET DIAMETER DIMENSION DUCTILE IRON PIPE DOWN DOOR DRIVE DRIVEWAY DOWNSPOUT DETOUR DRAWING EAST EXISTING EACH EASTBOUND EXPANSION JOINT ELEVATION EMBANKMENT EDGE OF PAVEMENT EQUAL EQUIPMENT EASEMENT END VERTICAL CURVE EACH WAY EXCAVATION EXPANSION JOINT EXPOSED EXTERIOR GENERAL ABBREVIATIONS FC FCO FD FDN FF FG FL FLR FS FT FTG GALV GCL GD GDR GIP GND GR GSP H HI HOR HP HR HT HW ID IE IN INFO INV INV EL IRR JT JOINT FACE OF CURB FLOOR CLEAN OUT FLOOR DRAIN FOUNDATION FILTER FABRIC FINISHED GRADE FLOW LINE FLOOR FINISHED SURFACE FOOT, FEET FOOTING GALVANIZED GRADING CONTROL LINE GRADE GUARD RAILING GALVANIZED IRON PIPE GROUND GRATE GALVANIZED STEEL PIPE HEIGHT HIGH HORIZONTAL HIGH POINT HANDRAIL HEIGHT HEAD WALL L LA LB LDG LF LIP LOC LONG LP LR LT MAX MED MET MFR MH MIN MISC MOD MON MPH MTL N (N) N/A NB NIC NO NOM NTS OC OD OG OH OPNG OPP P/L PB PC PCC PED PERF PERM MTL PG PGL PH PI PPL PPP PSI PT PVC PVI PVMT INSIDE DIAMETER INVERT ELEVATION INCH/INCHES INFORMATION INVERT INVERT ELEVATION IRRIGATION LENGTH LANDSCAPE ARCHITECT POUND LANDING LINEAR FOOT LIP OF GUTTER LOCATION LONGITUDINAL LOW POINT LONG RADIUS LEFT MAXIMUM MEDIAN METAL MANUFACTURER MANHOLE MINIMUM MISCELLANEOUS MODIFY,MODIFIED MONUMENT MILES PER HOUR MATERIAL NORTH NEW NOT APPLICABLE NORTHBOUND NOT IN CONTACT NUMBER NOMINAL NOT TO SCALE ON CENTER OUTSIDE DIAMETER ORIGINAL GRADE OVERHEAD OPENING OPPOSITE PROPERTY LINE PULLBOX PRECAST CONCRETE PORTLAND CEMENT CONCRETE PEDESTRIAN PERFORATED PERMEABLE MATERIAL PROFILE GRADE PROFILE GRADE LINE PHASE POINT OF INTERSECTION PERFORMED PERMEABLE LINER PERFORATED PLASTIC PIPE POUNDS PER SQUARE INCH POINT POLYVINYL CHLORIDE POINT OF VERTICAL INTERSECTION PAVEMENT R R/W RC RCP RD RDN RDWY REF REINF REL REQD REV RP RT RW S SAN SB SCH SD SDMH SEC SF SG SHLDR SHT SIM SP SPEC SQ SS SSCO SSMH ST STA STD STL STR SVC SW SWL SY SYM T T/W TB TBD TC TD TEL TEMP TG THK TOC TOL TP TR TRANS TSL TYP UB UC UCG UD UG UNF UNO V VAR VERT W W/ W/0 WB WI WL WT WWF XING Z ABBREVIATIONS NOTES: 1. ABBREVIATIONS SHOWN ON THIS SHEET INCLUDE VARIATIONS OF A WORD. FOR EXAMPLE, "MOD" MAY MEAN MODIFY OR MODIFICATION; "INC" MAY MEAN INCLUDED OR INCLUDING AND "REINF" MAY MEAN EITHER REINFORCE OR REINFORCING. GENERAL CIVIL NOTES: 1. THE FINAL DESIGN SHALL COMPLY WITH ALL FEDERAL, STATE, ALAMEDA COUNTY AND CITY OF DUBLIN REGULATIONS AND REQUIREMENTS. 2. ANY AND ALL WORK WITHIN PUBLIC RIGHT-OF-WAYS AND EASEMENTS REQUIRE AN ENCROACHMENT PERMIT. 3. THIS SITE WAS PREVIOUSLY DEVELOPED AND OCCUPIED. REMNANTS OF PAST DEVELOPMENT WERE VISIBLE ON THE SURFACE DURING SITE TOPOGRAPHIC FIELD WORK AND ARE INDICATED ON THE PLANS. NO SUBSURFACE EXPLORATION, INVESTIGATION OR HISTORIC RESEARCH WAS PERFORMED AND THE EXTENT AND MATERIALS OF EXISTING SUBSURFACE REMNANTS ARE UNKNOWN. RADIUS RIGHT-OF-WAY REINFORCED CONCRETE REINFORCED CONCRETE PIPE ROAD ROOF DRAIN ROADWAY REFERENCE REINFORCED/REINFORCING RELOCATE REQUIRED REVISION REFERENCE POINT RIGHT RETAINING WALL SOUTH SANITARY SOUTHBOUND SCHEDULE STORM DRAIN STORM DRAIN MANHOLE SECTION SQUARE FEET SUBGRADE SHOULDER SHEET SIMILAR STEEL PIPE SPECIFICATION SQUARE SANITARY SEWER SANITARY SEWER CLEAN OUT SANITARY SEWER MANHOLE STREET ALIGNMENT STATION STANDARD STEEL STRUCTURAL SERVICE SIDEWALK SOUND WALL SQUARE YARD SYMMETRICAL TOP TOP OF WALL TEST BORING TO BE DETERMINED TOP OF CURB TRENCH DRAIN TELEPHONE TEMPORARY TOP OF GRATE (ELEVATION) THICK TOP OF CONCRETE TOLERANCE TOP OF PAVEMENT THREAD TRANSITION TRAFFIC SIGNAL TYPICAL UTILITY BOX UNDERCUT UNDERCROSSING UNDERDRAIN UNDERGROUND UNFINISHED UNLESS NOTED OTHERWISE VENT VARIES VERTICAL WEST WITH WITHOUT WESTBOUND WIDTH WATER LINE WEIGHT WELDED WIRE FABRIC CROSSING ZONE TOPOGRAPHIC ABBREVIATIONS AC C CAB CB CONC D DI E,ELEC EP ETW F FCL FL GB GS INV I,IR,IRR LIP M MH PED S SD SP SS STU TC TOE TOP USA V VLT W ASPHALT CONCRETE COMMUNICATIONS (UTILITY) CABINET (UTILITY) CATCH BASIN CONCRETE STORM DRAIN (UTILITY) DRAIN INLET ELECTRIC (UTILITY) EDGE OF PAVEMENT EDGE OF TRAVELED WAY FUEL/GAS (UTILITY) FENCE, CHAIN LINK FLOWLINE GRADE BREAK GROUND SHOT (SPOT OF ELEVATION) INVERT ELEVATION (UTILITY) IRRIGATION (UTILITY) LIP OF GUTTER METER (UTILITY) MAINTENANCE HOLE (UTILITY) PEDESTAL (UTILITY) STREET LIGHTING (UTILITY) STORM DRAIN STAND PIPE SANITARY SEWER STUB (UTILITY) TOP OF CURB TOE OF BANK TOP OF BANK UNDERGROUND SERVICE ALERT VALVE (UTILITY) VAULT (UTILITY) WATER TOPOGRAPHIC SURVEY LEGEND GENERAL CONTOUR WITH LABEL ELEVATION W/DESCRIPTION NATURAL GROUND SPOT ELEVATION SIGN TREES SIGN UTILITIES CATCH BASIN/CURB INLET DRAIN INLET ELECTROLIER (AREA, STREET) FIRE HYDRANT MAINTENANCE HOLE METER STUB UNDERGROUND UTILITY LINE LABEL DIRECTIONAL VALVE DESIGN LEGEND • 3 0 WM <12"SS D4 1 "RW 1"W 4"SS) 12"SD) 4"SD} PERF • RECYCLED WATER/IRRIGATION WATER POTABLE WATER SANITARY SEWER STORM DRAIN PIPE PERFORATED DRAIN PIPE CHAINLINK FENCE DROP INLET MANHOLE VALVE FIRE HYDRANT WATER METER LIGHT POLE BOUNDARY LINES HARDSCAPE LINES MISCELLANEOUS LINES TELE FO UTILITY LINES TELE FO TELE FO — E— E— E— E— E— E G RW) SD W SS ) ADJACENT PARCEL LINE CENTER LINE EASEMENT LINE PROPERTY LINE RIGHT OF WAY LINE BACK OF CURB FACE OF CURB FLOWLINE LIP OF GUTTER FENCE, CHAIN -LINK TELEPHONE COMMUNICATIONS FIBER OPTIC CABLE ELECTRIC GAS RECYCLED WATER STORM DRAIN WATER SANITARY SEWER CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASA K I ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor OvERAA Construction • SIEGFRIED Drawing Title GENERAL NOTES Drawing No. 01.0 P N L J H E D Project Number: 23204 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 GLEASO �u l LEGEND: I' I rr/ii� I a�_171 I I LC) I I CLASSROOM BUILDING L' `J NMI I II 210 LF TRAINING TOWER #* ./ ffw; • co C • i ♦ TRAINING AREA GLEASON j FIRE LANE CURB MARKING: PER DETAIL 1, THIS SHEET EXISTING FIRE HYDRANT Know what's below. Call before you dig. PROPOSED FIRE HYDRANT FIRE ACCESS LANE: (20' WIDE MIN, MIN INSIDE RADIUS 35', OUTSIDE RADIUS 55') • ila\ R35' FIRE ACCESS: INNER AND OUTER TURNING CLEARANCE PROPOSED FDC: FIRE TRUCK SETUP LOCATION HOSE PULL LENGTH FIRE HYDRANT SPACING - MAX. 300 FEET (AVERAGE) 150LF CLASSROOM BUILDING •i 111LF STRAIGHT 4" CURB MOUNTABLE 4' FACE CURB TRAINING TOWER V 135LF SCBA/ RR 6" I I TRAINING AREA I I I I 11 II EXTENTS OF FIRE CURB RED PAINT EXTENTS OF FIRE CURB RED PAINT 0 PARKING -FIRE LANE CVC 22500.1 A. CURB/PAVEMENT LETTERING ALL RAISED CURBS IN "NO PARKING" AREAS SHALL BE PAINTED RED WITH ACCEPTABLE RED CURB/PAVEMENT PAINT AND LETTERED TO THE ABOVE STANDARD. LETTERING SHALL BE 3" HIGH (MIN), WHITE AND HAVE A 3/4" STROKE. MARKINGS TO BE LOCATED EVERY 25'-0", PER CFC 503.1. PAVEMENT MARKING DIRECT TO PAVEMENT AS INDICATED ON PLANS. FIRE LANE CURB / PAVEMENT MARKING NO SCALE 0' 10' 20' 40' SCALE: 1 "=20' CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record 570 10th Street, Suite 201 Oakland, CA 94607 SIEGFRIED Contractor Drawing Title FIRE ACCESS PLAN Drawing No. Project Number: 23204 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NJ 7 ____ 0_____ sw 141 Know what's below. 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REFER TO DEMOLITION LEGEND, THIS SHEET GRAVEL DEMOLITION. REFER TO DEMOLITION LEGEND, THIS SHEET REMOVE AND DISPOSE OF CONCRETE PLATFORM REMOVE AND DISPOSE OF EXISTING UTILITY BOX PROTECT IN PLACE EXISTING CURB PROTECT IN PLACE EXISTING CURB AND GUTTER PROTECT IN PLACE EXISTING STORM LINE/STRUCTURE PROTECT IN PLACE EXISTING WATER LINE/STRUCTURE 13 14 15 16 17 18 19 20 21 22 23 24 PROTECT IN PLACE EXISTING GAS LINE/STRUCTURE PROTECT IN PLACE EXISTING SANITARY SEWER LINE/STRUCTURE PROTECT IN PLACE EXISTING ELECTRICAL LINE/STRUCTURE PROTECT IN PLACE EXISTING CHAINLINK FENCE PROTECT IN PLACE EXISTING TELEPHONE LINE/STRUCTURE PROTECT IN PLACE EXISTING TREE REMOVE AN DISPOSE OF EXISTING STORM LINE/STRUCTURE PROTECT IN PLACE EXISTING FIBER OPTIC LINE/STRUCTURE PROTECT IN PLACE EXISTING STRIPING PROTECT IN PLACE EXISTING LIGHT POLE AND FOUNDATION REMOVE AND DISPOSE OF EXISTING CONCRETE REMNANTS REMOVE AND DISPOSE OF ABANDONED SEWER MANHOLE sit TYP. sv TYP. TOPOGRAPHIC INFORMATION NOTICE THE TOPOGRAPHIC AND EXISTING UTILITY INFORMATION COMPILATION OF INFORMATION FROM VARIOUS SOURC TWO SEPARATED SITE TOPOGRAPHIC FIELD SURVEYS C PRE AND POST UNDOCUMENTED SITE GRADING OPERAT AND AGENCY PROVIDED UTILITY FACILITIES MAPS. THE ORIGINAL TOPOGRAPHIC FIELD SURVEY WAS PREP O'DELL ENGINEERING, JOB NO 38800, AND CONDUCTED F 2021. SHOWN IS A S INCLUDING ONDUCTED IONS IN 2021, THE CURRENT SITE CONDITIONS TOPOGRAPHIC FIELD S PREPARED BY ALAMEDA COUNTY PUBLIC WORKS, WORK F74560, AND CONDUCTED DECEMBER 2021. BETWEEN FEBRUARY 2021 AND DECEMBER 2021, THE SIT GRADED TO ITS CURRENT CONDITION AND THOSE GRAD! OPERATIONS INCLUDING FILL AND COMPACTION WERE N DOCUMENTED AND UNKNOWN. RED BY EBRUARY RVEY WAS ORDER THE ORIGINAL SURVEY IDENTIFIED HISTORIC SITE DEVELO REMNANTS INCLUDING UNKNOWN CONCRETE OBJECTS, D PIPE AND UTILITIES. WAS PMENT RAINAGE PLEASE NOTE: THE ORIGINAL SURVEY DATA PROVIDED IN ELECTRONIC CAD FORMAT FROM O'DELL ENGINEERING IS IN THE UNIT OF "FEET. THE CURRENT SURVEY DATA PROVIDED IN ELECTRONIC CAD FORMAT FROM ALAMEDA COUNTY PUBLIC WORKS IS IN THE UNIT 0 "US SURVEY FEET". THE DIFFERENCE IN UNITS CREATES A MISALIGNMENT OF INFORMATION. THE INFORMATION FROM ALAMEDA COUNTY WAS ALIGNED TO THE ORIGINAL SURVEY INFORMATION AS SHOWN. \fr SURVEY CONTROL NORTH AMERICAN DATUM OF 1983 (2011), EPOCH 2010.00 v v v v v v •1/ v v V V `1' slt \It \V V COORDINATES SHOWN HEREON ARE GROUND AND BASED ON THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS83), ZONE III. sit sit VERTICAL DATUM v v v v v v v sit v v v v si. v v 1 v v v v v v -0 O'DELL ENGINEERING CONTROL POINT #15000; SET SCRIBED c, SIDEWALK AT THE WEST END OF A DRIVEWAY. STATION IS APPROXIMATELY 615'± WEST OF THE INTERSECTION OF GLE SON DR v .1/ sk v v v v v DR. STATION IS 35'± NORTHEAST OF AN ELECTRICAL VAULT, 17.5'± WEST OF THE DRIVEWAYS CENTERLINE, AND 4.5'± SOUTHEAST OF A SIGN MARKING THE DRIVEWAY'S ENTRANCE. sit sit sit YP. sit sit sit sit sit sv slt sit slt sit sit sit sit sit sit sit \ v sit sit sit sit sit \v sit sit sit (Ni co 743 sit sit sit sit sit sit sit sit sit sit sit sit sit sit sit sit sit sit sit sit /N1/ sv sit sit sit sit sit sit sit sit si/ sit sit sit sv sit sit - st, sit sit sit sit LEGEND sit sit REMOVE AND DISPOSE OF EXISTING TREE, GRIND DOWN STUMP AND ROOTS REMOVE AND DISPOSE OF EXISTING CONCRETE REMOVE AND DISPOSE OF EXISTING GRAVEL REMOVE AND DISPOSE OF EXISTING LANDSCAPE SURVEY NOTES X IN 1. THE FIELD WORK FOR THIS SURVEY WAS CONDUCTED FEBRUARY 2021. 2. NO ATTEMPT WAS MADE TO IDENTIFY THE NATURE OF SE OF UNDERLYING LAND SHOWN HEREON. ANY POTENTIAL PAST USES, INCLUDING THOSE WHICH MAY HAVE RESULTED IN SIGNIFICANT ENVIRONMENTAL OR CULTURAL IMPACTS WERE NOT ASSESSED BY THIS SURVEY. 3. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION 0 THIS SITE, IT IS ADVISED THAT ALL INVOLVED PARTIES REVIEW SECTION 8771 AND SECTION 8725 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODE, AND SECTION 605 OF THE CALIFORNI PENAL CODE TO ENSURE THAT MONUMENT CONSERVATION HAS BEEN PROPERLY ADDRESSED. 4. NOTHING ON THIS SURVEY SHALL BE INTERPRETED IN A MANNER CONTRARY TO THESE STATEMENTS. 5. EXCEPT AS NOTED BELOW, PHYSICAL ITEMS ON THIS SU ARE LIMITED TO THOSE SURFACE -VISIBLE STRUCTURES FACILITIES, AND FEATURES OBSERVED AT THE TIME OF FIELD SURVEY. 6. ADDITIONAL SUBSURFACE OBJECTS, IF ANY, WERE NOT LOCATED IN THIS SURVEY. NO WARRANTY IS IMPLIED AS ACCURACY OR COMPLETENESS OF ANY SUBSURFACE 0 REPRESENTED BY SYMBOLS, LINES, OR LABELS SHOWN HEREON. SAID SUBSURFACE OBJECTS MAY INCLUDE, BU NOT LIMITED TO, CONCRETE FOOTINGS, SLABS, SHORIN BASEMENTS, STRUCTURAL PILES, UTILITY VAULTS, PIPIN UNDERGROUND TANKS, OR ADDITIONAL UNDERGROUND LINES. 7. BOUNDARY LINES (STREET CENTERLINES, ROAD RIGHTS -OF -WAY, PARCEL LINES, EASEMENTS, SECTION L ETC.) ARE PLOTTED FROM RECORD INFORMATION ONLY. DEMOLITION NOTES IN RVEY HE TO THE BJECTS T ARE UTILITY NES, REMOVE AND DISPOSE OF EXISTING ASPHALT PAVEMENT 1. EXISTING UTILITY STRUCTURES TO BE DEMOLISHED AND/OR REMOVED MAY HAVE CONNECTING PIPE(S) OR CONDUIT(S). THE CONNECTING PIPE(S) OR CONDUIT(S) SHALL BE EXPOSED AND CUT BACK TO A LENGTH AS REQUIRED BY THE GOVERNING AGENCY OR AS NEEDED FOR CONSTRUCTION OF THE PROJECT. ANY REMAINING PIPE OR CONDUIT TO BE ABANDONED IN LACE SHALL BE DONE SO PER STATE AND LOCAL REQUIREMENTS. 2. ALL EXISTING UTILITIES TO REMAIN SHALL BE PROTECTED IN -PLACE AND REMAIN IN SERVICE. 3. EXISTING TREES ARE DETERMINED TO NOT BE CITY OF DU HERITAGE TREES BEING EITHER (ELM) ULUMUS SPP. OR ZELKOVA SPP. TREE REMOVALS SHALL INCLUDE THE REMOVAL OF THE TRUNK, AND ROOTS LARGER THAN 2" IN DIAMETER OR AS REQUIRED BY THE GOVERNING AGENCY OR GEOTECHNICAL ENGINEER RECOMMENDATIONS. 4. EXISTING HISTORIC CONCRETE REMNANTS WHICH DO NOT CONFLICT WITH CONSTRUCTION OF THE PROJECT, INCLUDI GRADING AND COMPACTION REQUIREMENTS, MAY REMAIN IN -PLACE AS ALLOWED BY THE GOVERNING AGENCY OR GEOTECHNICAL ENGINEER RECOMMENDATIONS. 5. EXISTING STORM DRAIN PIPE TO BE REMOVED WHICH CONNECTS TO IN-SERVICE DRAINAGE STRUCTURES SHALL CUT TO WITHIN 2" OF THE STRUCTURE, OR COMPLETELY REMOVED FROM THE STRUCTURE, AND PLUGGED OR CAPP AS DIRECTED BY THE GOVERNING AGENCY. TEMPORARY PL OR CAP MAY BE ALLOWED IF NEW STORM DRAIN PIPE IS TO INSTALLED AND CONNECTED TO THE STRUCTURE AT THE SA LOCATION. 6. REMOVAL OF EXISTING CONCRETE CURB, GUTTER AND/OR SIDEWALK SHALL BE TO THE NEXT NEAREST JOINT OR AS DIRECTED BY THE GOVERNING AGENCY. 7. ALL WORK WITHIN PUBLIC RIGHT-OF-WAY AND EASEMENTS REQUIRE AN ENCROACHMENT PERMIT ISSUED BY THE GOVERNING AGENCY. 8. OFF -HAUL AND DISPOSAL OF REMOVED AND DEMOLISHED MATERIALS SHALL BE PER STATE AND LOCAL LAWS AND REQUIREMENTS. 0' 10' 20' 40' BLIN NG BE UG BE ME CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. @ 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record Contractor SHAH KAWASAKI ARCHITECTS OVERAA Construction Oakland, CA 94607 • • SIEGFRIED Drawing Title TOPOGRAPHIC & DEMOLITION PLAN Drawing No. C2.0 Project Number: 23204 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 3 Know what's below. Call before you dig. GLEASON 20 • 1 PAVING LEGEND 12 PEDESTRIAN CONCRETE 4" (3,000 PSI) P.C.0 WITH #4 BARS @ 24" 0.C. EACH WAY OVER 6" CLASS II AB OVER SUBGRADE PREPARED PER PROJECT GEOTECHNICAL REPORT. CONCRETE JOINTS PER DETAIL 9 ON SHEET C7.0 HEAVY DUTY CONCRETE 6.5" (3,500 PSI) P.C.0 WITH #4 BARS @ 18" 0.C. EACH WAY OVER 6" CLASS II AB OVER 18" LIME -TREATED SOIL OVER SUBGRADE PREPARED PER PROJECT GEOTECHNICAL REPORT. CONCRETE JOINTS PER DETAIL 9 ON SHEET C7.0 LIGHT DUTY VEHICULAR CONCRETE 6" (3,500 PSI) P.C.0 WITH #4 BARS @ 18" 0.C. EACH WAY OVER 6" CLASS II AB OVER SUBGRADE PREPARED PER PROJECT GEOTECHNICAL REPORT. CONCRETE JOINTS PER DETAIL 9 ON SHEET C7.0 LIGHT DUTY ASPHALT PAVEMENT (TI=5, R=10) 3" AC OVER 6.5" CLASS II AB OVER 18" LIME -TREATED SOIL OVER SUBGRADE PREPARED PER PROJECT GEOTECHNICAL REPORT. PER THE PROJECT GEOTECHNICAL REPORT, TI=5 CAN ACCOMMODATE, OVER A 20-YEAR PERIOD WITH PERIODIC MAINTENANCE AS DESCRIBED IN THE REPORT, MONTHLY TRAFFIC BY A 75-KIP FIRE APPARATUS AND WEEKLY TRAFFIC FROM A 64-KIP GARBAGE TRUCK HEAVY DUTY ASPHALT PAVEMENT (TI=11.5, R=10) 7.5" AC OVER 18.5" CLASS II AB OVER 18" LIME -TREATED SOIL OVER SUBGRADE PREPARED PER PROJECT GEOTECHNICAL REPORT PEDESTRIAN CONCRETE WITH RESILIENT SAFETY SURFACING TILES SYNTHETIC TURF OVER 4" (3,000 PSI) P.C.0 WITH #4 BARS @ 24" 0.C. EACH WAY OVER 6" CLASS II AB OVER SUBGRADE PREPARED PER PROJECT GEOTECHNICAL REPORT. CONCRETE JOINTS PER DETAIL 9 ON SHEET C7.0 3" THICK COMPACTED GRAVEL BIORETENTION AREA ASPHALT DEEPLIFT LINEAR PAVERS SQUARE PAVERS FIRE LANE CURB 14 SITE PLAN NOTES: 1. SEE ARCHITECTURAL AND LANDSCAPE PLANS FOR FINISH SURFACE TREATMENTS, TEXTURES, COLORS, SCORE LINES AND GRAPHICS. 2. NOT ALL SITE AMENITIES OR FEATURES ARE SHOWN. SEE ARCHITECTURAL AND LANDSCAPE PLANS. 3. SEE LANDSCAPE PLANS FOR PROPOSED TREES AND LANDSCAPE PLANTING SCHEMATIC. 4. SEE ARCHITECTURAL PLANS FOR PROPOSED FENCE AND GATE DETAILS. 5. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR SITE RETAINING WALL DETAILS. 6. NO OBJECTS OR OBSTRUCTIONS TALLER THAN 30" ARE ALLOWED WITHIN THE LINE -OF -SIGHT CLEAR VIEW ZONE. KEY NOTES: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 6" VERTICAL CURB PER DETAIL 1 ON SHEET C7.0 6" FLUSH CONCRETE CURB PER DETAIL 8 ON SHEET C7.0 4" WIDE WHITE STRIPE TRUNCATED DOMES PER DETAIL 3 ON SHEET C7.0 DRIVEWAY FLAG POLE BIKE RACK WHEEL STOP PER DETAIL 4 ON SHEET C7.0 LIGHT POLE MONUMENT SIGN. REFER TO SIGNAGE DRAWINGS CMU WALL. REFER TO ARCHITECTURAL DRAWINGS 8' HIGH SECURITY FENCE. REFER TO ARCHITECTURAL DRAWINGS REMOVABLE BOLLARD PER DETAIL 10 ON SHEET C7.0 VEHICULAR ACCESS GATE. REFER TO ARCHITECTURAL DRAWINGS. 6" VERTICAL CURB AND GUTTER PER DETAIL 2 ON SHEET C7.0 COVERED TRASH ENCLOSURE. REFER TO ARCHITECTURAL DRAWINGS PUBLIC ART SIGNS. REFER TO ARCHITECTURAL DRAWINGS. STEEL BOLLARD PER DETAIL 11 ON SHEET C7.0 4' CONCRETE VALLEY GUTTER PER DETAIL 12 ON SHEET C7.0 CURB CUT PER DETAILS 6 AND 9 ON SHEET C7.2 0' 10' 20' 40' SCALE: 1 "=20' CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record 570 10th Street, Suite 201 Oakland, CA 94607 SIEGFRIED Contractor Drawing Title PAVING & DIMENSIONING PLAN Drawing No. 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 Project Number: 23204 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R Q P O N M L K J H G F E C B A 4 Know what's below. Call before you dig. 9- SITE FURNISHINGS & AMENITIES SCHEDULE REFERENCE SYMBOL DESCRIPTION COLOR / FINISH DETAIL 2 3 4 5 6 7 8 9 10 11 12 9 13 14 15 16 //i 11111111111111 O PEDESTRIAN CONCRETE HEAVY DUTY CONCRETE LIGHT DUTY VEHICULAR CONCRETE LIGHT DUTY ASPHALT PAVEMENT HEAVY DUTY ASPHALT PAVEMENT PEDESTRIAN CONCRETE WITH RESILIENT SAFETY SURFACING TILES LINEAR PAVERS SQUARE PAVERS 3" THICK COMPACTED GRAVEL 18" HIGH GABION WALL WITH WOOD BENCH TREE GRATE MOVABLE LONG PICNIC TABLE RAISED PLANTER WITH BENCH LINEAR RAISED PLANTER FLAG POLE METAL FENCE CUSTOM STEEL & WOOD SHADE STRUCTURE PLAIN GRAY PLAIN GRAY PLAIN GRAY BLACK BLACK I WILL COMPLY WITH THE CRITERIA OF THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE AND APPLY THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE AND IRRIGATION DESIGN PLANS. 0' 10' 20' 40' CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\ Construction ■ • SIEGFRIED Drawing Title SITE FEATURES & AMENITIES Drawing No. C3.1 ROBERT J. NORB AS, JR., RLA 5595 SCALE: 1"=20' Project Number: 23204 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 • Know what's below. Call before you dig. w 0 0 w J 0 378.28C MATCH EX\ 1 379.01 TC 378.51C 378.17TC 378.11 FL\\ " 379.30TC 378.80FL 378.50TC 378.44FL _ S=0.0374 /380.50FL 381.00TC j 0 0 380.74TC 380.24FL ) • 3.19% 380.80TC 380.30FL l 378.72C 378.99TC 378.49FL 379.14TC 3.73% 3.94% 381.80TC 381.30P \ 0 1.60% 11 I ZA< jz ) V///' I °A� 1 z Gi ( 382.19TC/ 381.69P 1.60% r/// 9- 382.62TC 382.12P El 11 382.65TC,4" 382.15P 382.46TC 381.96P 381.10TC 378.64FL 380.60P 378.90TC 378.40C 378.75TC �378.25FL 4.01% 380.77TC 380.27P 379.71 TC 379.21 P D 380.38TC 379.88C 1.53% • 0 CLASSROOM BUILDING FF=383.00 1.24% 383.14TC 382.64FL 0.50% 383.11TC 382.61 C 380.70TC 7380.20C 382.15TC 381.65FL S=0.0040 383.50TC 382.62TC 382.79TC 383.000 382.12C 383.10TC 382.60FL 1.00% 2.26% 383.44TC 382.94C 383.44TC ,) 382.94C 1.00% 382.35TC - \381.85C J 382.33TC 381.83FL 382.33TC 381.83C 4.19% \381.24TC 380.74C 1.84% TRAINING TOWER FF=383.65 382.54P SCBA/ RR FF=382.40 382.19FL 383.14TC 382.64C 382.61TC 382.11FL 382.49FL S=0.0035 0.78% 1.01% 382.32P S=0.0035 383.20TC 382.70C \ 2.05% 382.50C 382.25FL 1.72% 1.96% 2.38% 383.70TC 383.20C S=0.0050 382.42FL 382.07FL 382.70FL 382.90TC 382.40FL TRAINING AREA S=0.0104 1.74% 380.70T0/ 382.38TC 382.88TC 380.20C 381.88FL 382.38FL 1M� M O co co 379.16TC 379.56TC 379.98TC 381.03TC 381.58TC 382.23TC /378.66FL S=0.0062 379.06FL� • 379.48FL S=0.0179 • 380.53FL 381.08FL 381.73FL A S=0.0489 \383.40TC 382.90C 383.47TC 382.97C 383.60TC 383.10C 383.75TC 383.25C 383.33TC 382.83FL 383.30TC 382.80FL 383.19TC 382.69FL 382.00FL 383.63TC 0.95% 383.13C 0.93% 3.95% 384.20TC/ 383.70C 384.45TC 383.95C 387.00TC 386.50C co co co 384.56TC 384.06C 385.00FL 386.50 KEY NOTES 1 2 3 2% MAXIMUM SLOPE IN ALL DIRECTIONS 5% MAXIMUM SLOPE IN DIRECTION OF TRAVEL, 2% MAXIMUM CROSS SLOPE 8.33% MAXIMUM SLOPE IN DIRECTION OF TRAVEL, 2% MAXIMUM CROSS SLOPE 0' 10' 20' 40' SCALE: 1 "=20' CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record 570 10th Street, Suite 201 Oakland, CA 94607 SIEGFRIED Contractor Drawing Title GRADING PLAN Drawing No. Project Number: 23204 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 ie 6 0 1 1 6"W 4 1 Know what's below. Call before you dig. co cn rn On 0) 0) 8"W h JU SSMH 'RIM=379.87 INV=369 2 ESDDI TC=379.15 GRATE=378.47 24"TH RU=371.05 m m t3 ESDDI GRATE=378.80 10"=375.89 10"=375.94 15"=375.87 4"OUT=372.54 3 3 2-1 /2"W 4"SD 39 CLASSROOM BUILDING - <4"SD H - - 41 41 24 -C6"SDI / 1 iT1n TRAINING TOWER -< 6"SD f E ai TRAINING AREA 8"W WET UTILITY PROVIDERS POTABLE WATER DUBLIN SAN RAMON SERVICES DISTRICT 7051 DUBLIN BLVD. DUBLIN, CA 94568 925-828-0515 SANITARY SEWER DUBLIN SAN RAMON SERVICES DISTRICT 7051 DUBLIN BLVD. DUBLIN, CA 94568 925-828-0515 RECLAIMED WATER DUBLIN SAN RAMON SERVICES DISTRICT 7051 DUBLIN BLVD. DUBLIN, CA 94568 925-828-0515 STORM DRAINAGE CITY OF DUBLIN - PUBLIC WORKS 100 CIVIC PLAZA DUBLIN, CA 94568 925-833-6630 UTILITY PLAN NOTES: 1. SEE SYMBOL LEGEND ON SHEET XXX 2. ALL UTILITY INSTALLATIONS, METHODS AND MATERIALS SHALL BE PER THE REQUIREMENTS AND SPECIFICATIONS OF THE GOVERNING UTILITY COMPANY PROVIDING SERVICE TO THE PROJECT. 3. WARNING: FIBER OPTIC CABLES ARE LOCATED ALONG THE PROJECT FRONTAGE. 4. NOT ALL SITE AMENITIES OR FEATURES ARE SHOWN. SEE ARCHITECTURAL AND LANDSCAPE PLANS. 5. RECLAIMED WATER IS NOT AVAILABLE FOR USE ON THIS SITE. 6. A 15' WIDE PUBLIC UTILITY EASEMENT MAY BE REQUIRED CENTERED OVER THE FIRE WATER LINES AND FIRE HYDRANTS ON SITE. KEY NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 THRUST BLOCK PER DETAIL 2 AND 3 ON SHEET C7.3 FIRE HYDRANT PER DETAIL 5 ON SHEET C7.3 STORM DRAIN MANHOLE PER DETAIL 1-3 ON SHEET C7.5 SANITARY SEWER MANHOLE PER DETAIL 1-3 ON SHEET C7.5 WATER POINT OF CONNECTION TO BUILDING CONNECT TO EXISTING WATER SYSTEM. CONTRACTOR SHALL VERIFY EXISTING INVERT AND LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER OF CONFLICTS. VALVE AND VALVE BOX PER DETAIL 1 ON SHEET C7.2 SANITARY SEWER CLEANOUT PER DETAIL 2 ON SHEET C7.2 SANITARY SEWER POINT OF CONNECTION TO BUILDING CONNECT TO EXISTING SANITARY SEWER SYSTEM. CONTRACTOR SHALL VERIFY EXISTING INVERT AND LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER OF CONFLICTS. 18"X18" SQUARE STORM DRAIN INLET PER DETAIL 3 ON SHEET C7.2 CONNECT TO EXISTING STORM DRAIN SYSTEM. CONTRACTOR SHALL VERIFY EXISTING INVERT AND LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER OF CONFLICTS. STORM DRAIN TRENCH DRAIN PER DETAIL 5 ON SHEET C7.2 FIRE WATER POINT OF CONNECTION AT BUILDING 8" DOUBLE CHECK VALVE WITH INTEGRAL FDC PER DETAIL 15 ON SHEET C7.3 GREASE AND SAND TRAP PER DETAIL 7 ON SHEET C7.4 24"x24" STORM DRAIN OVERFLOW INLET PER DETAIL 3 ON SHEET C7.2 BIORETENTION AREA WITH 6" PERFORATED STORM DRAIN PIPE INFILTRATION TRENCH WITH 6" PERFORATED STORM DRAIN PIPE LIVE FIRE TRAINING WATER DIVERSION VALVE 6" DOUBLE CHECK VALVE WITH INTEGRAL FDC PER DETAIL 15 ON SHEET C7.3 STORM DRAIN OUTFALL 24"X24" SQUARE STORM DRAIN INLET PER DETAIL 3 ON SHEET C7.2 STORM DRAIN CLEANOUT PER DETAIL 2 ON SHEET C7.2 ELECTRICAL TRANSFORMER TELECOMMUNICATION POINT OF CONNECTION AT BUILDING TELECOMMUNICATION CONDUIT ELECTRICAL POINT OF CONNECTION AT BUILDING ELECTRICAL CONDUIT CONNECT TO EXISTING ELECTRICAL SYSTEM. CONTRACTOR SHALL VERIFY EXISTING INVERT AND LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER OF CONFLICTS. CONNECT TO EXISTING TELECOMMUNICATION SYSTEM. CONTRACTOR SHALL VERIFY EXISTING INVERT AND LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER OF CONFLICTS. IRRIGATION POINT OF CONNECTION 1.5" IRRIGATION WATER BACKFLOW PREVENTER PER DETAIL 4 ON SHEET C7.2 3" DOMESTIC WATER BACKFLOW PREVENTER PER DETAIL 13 ON SHEET C7.3 DOMESTIC WATER METER PER DETAIL 11 ON SHEET C7.3 EXISTING RECLAIMED WATER METER AIR RELIEF VALVE PER DETAIL 8 ON SHEET C7.3 AND DETAIL 2 ON SHEET C7.4 1.5" COPPER TYPE K PIPE STORM DRAIN POINT OF CONNECTION AT BUILDING DISCHARGE THROUGH PIPE CURB DRAIN, CURB-O-LET OR EQUAL 12" AREA DRAIN PER DETAIL 7 ON SHEET C7.2 CURB DRAIN CATCH BASIN PER DETAIL 8 ON SHEET C7.2 4" PERFORATED STORM DRAIN PIPE FOR TURF AREA 0' 10' 20' 40' SCALE: 1 "=20' CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 SIEGFRIED Contractor OVERAA\ Construction Drawing Title UTILITY PLAN Drawing No. P N L J H F E D Project Number: 23204 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 R P M L K J H G F E C B A GLEAS EROSION CONTROL GENERAL NOTES 1. PLANS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO SHOW ALL OFFSETS. THE SITE IS DYNAMIC AND CHANGES ON A DAILY BASIS, CHANGES SHOULD BE MADE ACCORDING TO EXISTING CONDITIONS. BECAUSE IT IS IMPOSSIBLE TO PREDICT ALL POSSIBLE SITUATIONS, CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICES TO ENSURE QUALITY CONTROL. 2. THE CONTRACTOR SHALL HIRE A CONSULTANT TO PREPARE AND OVERSEE THE SWPPP. THE CONTRACTOR SHALL REVIEW THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP). IT IS THE CONTRACTORS SOLE RESPONSIBILITY FOR CONDUCTING HIS/HER OPERATIONS IN ADHERENCE TO THE SWPPP. THE CONTRACTOR IS RESPONSIBLE FOR ANY FINES, DELAYS, AND/OR DAMAGES RESULTING FROM ANY STATE WATER QUALITY CONTROL BOARD SANCTIONS CAUSED BY THE OPERATION OF THE CONTRACTOR OF HIS/HER SUBCONTRACTORS. 3. THE FOLLOWING PLANS ARE ACCURATE FOR EROSION CONTROL PURPOSES ONLY. THE CONTRACTOR SHALL FOLLOW THESE PLANS UNLESS FIELD CONDITIONS DICTATE MODIFICATION. IF MODIFICATION IS NECESSARY, A SWPPP AMENDMENT MUST BE DONE. THIS MAY REQUIRE MODIFICATION TO THESE DRAWINGS AND ENGINEER CONCURRENCE. 4. INSPECT AND REPAIR FILTERS AFTER EACH STORM EVENT. REMOVE SEDIMENT WHEN 1/2 OF THE FILTER DEPTH HAS BEEN FILLED. REMOVED SEDIMENT SHALL BE DEPOSITED IN AN AREA TRIBUTARY TO A SEDIMENT BASIN OR OTHER FILTERING MEASURE. SEDIMENT AND GRAVEL SHALL BE IMMEDIATELY REMOVED FROM PAVEMENT OF ROAD. 5. UNFINISHED AND DISTURBED ARE TO BE PROTECTED WITH AN APPLICATION OF BLOWN STRAW AND ORGANIC BINDER. ITEM LB/ACRE STRAW 4,000 ORGANIC BINDER 200 6. ALTERNATE INLET PROTECTION SHALL BE USED ON ROADS OPEN TO THE PUBLIC IF ANY HAZARDOUS MATERIALS OR WASTES WHICH HAVE BEEN TREATED, STORED, DISPOSED, SPILLED, OR LEAKED IN SIGNIFICANT QUANTITIES ONTO THE CONSTRUCTION SITE, THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE THEM FROM THE SITE AND DISPOSE OF PROPERLY. 7. CHLORINATED OR DECHLORINATED WATER SHALL NOT BE DISCHARGED INTO THE STORM DRAIN SYSTEM. THE CONTRACTOR MAY DISPOSE THIS WATER INTO THE SANITARY SEWER SYSTEM UPON APPROVAL BY THE GOVERNING AGENCY. 8. THE CONTRACTOR SHALL KEEP MAINTENANCE, INSPECTION, AND REPAIR PROCEDURES TO ENSURE THAT ALL GRADED SURFACES, WALLS, BERMS, DRAINAGE STRUCTURES, VEGETATION, EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER CONTROLS ARE MAINTAINED IN GOOD AND EFFECTIVE CONDITION AND ARE PROMPTLY REPAIRED OR RESTORED WHEN NECESSARY. ANY DEWATERING WATER SHALL NOT BE DISCHARGED DIRECTLY INTO THE STORM WATER SYSTEM, AND SHALL NOT BE DISCHARGED INTO THE SEWER SYSTEM. 9. ALL DEWATERING WATER MUST BE CHANNELED THROUGH AN APPROVED SEDIMENT BARRIER PRIOR TO THE WATER ENTERING THE STORM SYSTEM. 10. PAVEMENT CLEANING- FLUSHING OF STREETS/ PARKING LOTS TO REMOVE DIRT AND CONSTRUCTION DEBRIS SHALL BE CONTROLLED AND PROHIBITED FROM ENTERING THE STORM DRAIN SYSTEM. PREFERABLY, AREAS REQUIRING CLEANING SHOULD BE SWEPT. 11. ALL STOCKPILES OF MATERIALS THAT ARE NOT GOING TO BE USED FOR 14 DAYS SHALL BE COVERED. 12. REFER TO SECTION 01 57 23 STORM WATER POLLUTION PREVENTION FOR EROSION CONTROL REQUIREMENTS. 13. CONTRACTOR TO USE BEST MANAGEMENT PRACTICES (BMPs) THROUGHOUT CONSTRUCTION. USE ALL BMPs THAT APPLY TO THE PROJECT, INCLUDING BUT NOT LIMITED TO THE FOLLOWING BMPs: A. B. C. D. E. DRAIN INLET PROTECTION - CALIFORNIA STORMWATER BMP HANDBOOK SECTION SE-10 SOLID WASTE MANAGEMENT - CALIFORNIA STORMWATER BMP HANDBOOK SECTION WM-5 MATERIAL STORAGE - CALIFORNIA STORMWATER BMP HANDBOOK SECTION WM-1 PAVING - CALIFORNIA STORMWATER BMP HANDBOOK SECTION NS-3 DUST CONTROL, SEDIMENT CONTROL, EROSION CONTROL AND CONCRETE WASHOUT AREAS - SHOWN ON THIS SHEET WITH DETAILS 14. ALL TEMPORARY ROADWAY ROCK SHALL BE REMOVED PRIOR TO COMMENCING LANDSCAPE WORK ON SITE. Know what's below. Call before you dig. TRAINING TOWER - 0' 20' 40' 80' SCALE: 1 "=40' EROSION CONTROL LEGEND SYMBOL DESCRIPTION FIBER ROLLS. APPROXIMATE LOCATION SHOWN. CONTRACTOR TO DETERMINE LOCATION. REFER TO DETAIL 1, THIS SHEET. DRAIN INLET PROTECTION. REFER TO DETAILS 2 AND 4, THIS SHEET. STABILIZED CONSTRUCTION ENTRANCE/EXIT TIRE WASH. APPROXIMATE LOCATION SHOWN. CONTRACTOR TO DETERMINE LOCATION. REFER TO DETAIL 5, THIS SHEET. CONCRETE WASHOUT. APPROXIMATE LOCATION SHOWN. CONTRACTOR TO DETERMINE LOCATION. REFER TO DETAIL 3 THIS SHEET. SLOPE % ROLL SPACING 0-25 25-50 50% OR GREATER 50 FT 15 FT 10 FT NOTE: INSTALL FIBER ROLL ALONG A LEVEL CONTOUR. VERTICAL SPACING MEASURED ALONG THE FACE OF THE SLOPE VARIES BETWEEN 10' AND 20' FIBER ROLL 8" MIN. SLOPE VARIES INSTALL A FIBER ROLL NEAR SLOPE WHERE 12" IT TRANSITIONS INTO MIN. 2" MIN. A STEEPER SLOPE 4" MAX. TYPICAL FIBER ROLL INSTALLATION I FIBER ROLLS NO SCALE 10 MIL PLASTIC LINING 10' MIN z cm El z Ea / z cm E ly Z E Z E E E PLAN 2„ 1/8" O 1 STEEL WIRE 4„ STAPLE DETAIL STAPLES (2 PER BALE) STAKE (TYP) 3/4"x3/4" WOOD STAKES MAX. 4' SPACING ENTRENCHMENT DETAIL 10 ML PLASTIC LINING WOOD OR NATIVE MATERIAL METAL STAKES (OPTIONAL) (2 PER BALE) Ef (TYP) SECTION B-B NOTES: 1. ACTUAL LAYOUT DETERMINED IN FIELD. 2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30 FT. OF THE TEMPORARY CONCRETE WASHOUT FACILITY. 13 CONCRETE WASHOUT NO SCALE BINDING WIRE STRAW BALE PLYWOOD 48"x48" PAINTED WHITE BLACK LETTERS 6" HEIGHT 0.5" LAG SCREWS WOOD POST 3"x3"x8' 12" LAP (MIN.) EXISTING DRAINAGE GRATE C C PLAN VIEW CROSS DRAIN 12" LAP (MIN.) EXISTING AC PAVING MAXIMUM BAG DEPTH AT TOP OF DRAIN FILTER BAG EXISTING DRAIN INLET EXISTING DRAINAGE GRATE RUNOFF WATER WITH SEDIMENT —\ FILTERED RUNOFF SECTION C-C GDTEMPORARY GRAVEL BAG FILTER AT DROP INLET NO SCALE G4) (5D FLOW INLET SPILLWAY, 1-BAG HIGH EDGE OF PAVEMENT TYPICAL PROTECTION FOR INLET ON SUMP EDGE OF PAVEMENT INLET SPILLWAY, 1-BAG HIGH FLOW CROSS DRAIN SANDBAGS 2-BAGS HIGH SANDBAGS 2-BAGS HIGH TYPICAL PROTECTION FOR INLET ON GRADE NOTES: 1. INTENDED FOR SHORT-TERM USE. 2. USE TO INHIBIT NON -STORM WATER FLOW. 3. ALLOW FOR PROPER MAINTENANCE AND CLEANUP. 4. BAGS MUST BE REMOVED AFTER ADJACENT OPERATION IS COMPLETED. 5. NOT APPLICABLE IN AREAS WITH HIGH SILTS AND CLAYS WITHOUT FILTER FABRIC. DROP INLET PROTECTION TYPE 3 NO SCALE 20'R MIN. 20'R MIN. TEMPORARY PIPE CULVERT, AS NEEDED 50' OR 4X THE CIRCUM. OF THE LARGEST VEHICLE TIRE, WHICHEVER IS GREATER NOTE: MANY DESIGNS CAN BE FIELD FABRICATED, OR FABRICATED UNITS MAY BE USED. STABILIZED CONSTRUCTION ENTRANCE/EXIT DITCH TO CARRY AND CHANNELIZE RUNOFF TO A SEDIMENT TRAPPING DEVICE. PROVIDE SEDIMENT BARRIER. 12' MIN. CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6" FILTER FABRIC ORIGINAL GRADE 12" MIN., UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION A -A NO SCALE CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record 570 10th Street, Suite 201 Oakland, CA 94607 SIEGFRIED Contractor Drawing Title EROSION CONTROL PLC Drawing No. 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 Project Number: 23204 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 32" R P O N M L K J H G F E C B A 1 PROVIDE TRANSVERSE SCORE JOINT AT 10' O.C. 3-#3 CONTINUOUS BARS, BREAK AT DOWELED JOINTS cn w 2-5/8" 0 X 24" STEEL DOWEL BARS AT 12" 0.C. GREASED AND WRAPPED ONE SIDE THROUGH EVERY EXPANSION JOINT 7 1/2" 1 1/2" 6" VERTICAL CONCRETE CURB ASPHALT /\/ 12" SUBGRADE COMPACTED TO 95% R.C. BASE MATERIAL NO SCALE (2) TWO COATS 4" WIDE STROKES WHITE TRAFFIC PAINT BLUE HIGHWAY PAINT BACKGROUND - 2 COATS (TYPICAL) 1 INTERNATIONAL SYMBOL CtF ACCESSIBILITY (ISA) MARKING (PER CALTRANS STANDARD PLAN NO. A24C) APPLIED TO THE CENTER OF EACH REQUIRED SPACE WITH BLUE PAINT BACKGROUND AND WHITE PAINT FOR THE SYMBOL 3'-9" 1 7 III 2 4'-5" 0 1 ACCESSIBLE PARKING SYMBOL NO SCALE DOWEL SIZE & SPACING SLAB DEPTH DIAMETER LENGTH SPACING 4" 5/8" 12" 24" 0.C. 6" 3/4" 18" 18" 0.C. 8" 1" 24" 18" 0.C. 10" 1" 24" 12" 0.C. op 3/8" 1 24" UNLESS OTHERWISE NOTED 1 1/2" 112„ AT TEMPORARY CONSTRUCTION ACCESS POINTS, DEPRESS CURB HEIGHT TO 2" PREFORMED FIBER EXPANSION JOINT FILLER CONFORMING TO ASTM D-1751 AT EXPANSION JOINTS, OMIT AT CONTROL JOINTS. CAP CONTROL JOINTS W/ ELASTOMERIC SEALANT (SHORE A HARDNESS OF 35) O EXPANSION JOINT & CONTROL JOINT SLAB THICKNESS WPJ SPACING (EACH WAY) CONTROL JOINT SPACING 4" 8' 0.C. MAX. 32' 0.C. MAX. 6" 12' 0.C. MAX. 36' 0.C. MAX. 8" 16' 0.C. MAX. 40' 0.C. MAX. 10" N/A 40' 0.C. MAX. 1/8" TO 1/4" O WEAKENED PLANE JOINT NOTE: 1. SCORE JOINT SPACING SHALL BE PLACED 5'-0" 0.C. UNLESS OTHERWISE NOTED ON PLANS 2. DISTANCE FROM TOP OF CONCRETE AND TOP OF CAULKING SHALL BE LESS THAN 1/4". 3. FOR CONCRETE MIX DESIGN, INCLUDING COMPRESSIVE STRENGTH, AND STEEL REINFORCING, REFER TO SPECIFICATION SECTION 32 13 13 CONCRETE PAVING. 9 1/8" O SCORE LINE CONCRETE JOINT DETAILS c5 w 0 c5 w 12" LONG SMOOTH GREASED #5 DOWEL @ 18" 0.C. GREEN SAW CUT. SEAL JOINT W/ EPDXY JOINT FILLER (SHORE EDGE HARDNESS OF 50) AFTER SLAB CURES. REINFORCING FOR PAVING PLAN. TYPICAL NO SCALE EV CHARGING STATION EV PARKING SIGN TRUNCATED DOMES PER CBC 11 B-705 12' WIDE STALL PER CBC SECTION 11 B-502.2, TYP. EV CHARGING ONLY 4" WIDE WHITE STRIPE, TYP 4" WHITE BORDER AND HATCHING. 5' ACCESSIBLE AISLE PER CBC SECTION 11 B-502.2, TYP. FLUSH CURB I T 9' 3-5/8" 0 X 24" STEEL DOWEL BARS AT 12" C.C. GREASED AND WRAPPED ONE SIDE THROUGH EVERY EXPANSION JOINT • 6" VERTICAL CURB AND GUTTER NO SCALE 1 36" DEPTH MIN. 4" CLASS II AGGREGATE BASE 3-#3 CONTINUOUS BARS, BREAK AT DOWLED JOINTS 12" SUBGRADE COMPACTED TO 95% R.C. 70 SQ. INCH (7"X10" PORCELAIN ENAMELED STEEL WITH WHITE SYMBOL ON A BLUE BACKGROUND, BOLT TO PIPE WITH (2) 1/4" DIA. BOLTS. VAN ACCESSIBILITY SIGN ONLY WHERE INDICATED ON SITE PLAN - TO READ: "VAN ACCESSIBLE". FINE FEE SIGN CONTRACTOR TO VERIFY SIGN CONTENTS AND FINE AMOUNT PRIOR TO MAKING SIGN. 2-1/2" DIA SCHEDULE 40 GALV. STEEL PIPE PRIME AND PAINT EXPOSTED PIPE. LANDSCAPE OR AC PAVING SECTION PER SITE PLAN GRADE jai /i /ice! ACCESSIBLE PARKING SIGNAGE NO SCALE FINISHED PAVING NOTES: 1. FACTORY APPLIED MARINE GRADE POWDER COAT FINISH, COLOR SHOULD BE EASILY VISIBLE IN DAYLIGHT AND NIGHT, COLOR SHALL BE APPROVED BY COUNTY. 2. PADLOCK TO BE PROVIDED BY COUNTY. 1 EV PARKING SIGN EV CHARGING ONLY 6" VERTICAL CURB ACCESSIBLE/EV CHARGING STALL ENLARGEMENT 1 M M 4' 12" DIAMETER X 2'-0" DEEP CONCRETE BASE WITH 6" GRAVEL BELOW ROUNDED CAP REFLECTIVE TAPE 3.50 CAPPED SCHEDULE 40 STEEL PIPE (40 LB MAX.) WELDED STEEL COLLAR COMPACTED SOIL ANCHOR BOLT W/ CHAIN STEEL RECEIVER P.C.C. (CLASS A) REMOVABLE STEEL BOLLARD NO SCALE 4' WHEEL STOP PER CBC 11 B-502.7.2, TYP. Co) 12" 0 ACCESSIBLE PARKING SYMBOL, CENTERLINE OF THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE A MAXIMUM OF 6 INCHES FROM THE CENTERLINE OF THE PARKING SPACE AND ITS LOWER CORNER AT, OR LOWER SIDE ALIGNED WITH, THE END OF THE PARKING SPACE PER CBC 11B-502.6.4.1, TYP 2.35" APART 0 0 0 0 0 O PER CBC FIG. 11 B-705.1 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 O OO 0 OO OO 0 0 0 O 0 0 PLAN 2.35" APART PER CBC FIG. 11B-705.1 NOTE: 1. TRUNCATED DOMES SHALL BE WET SET, FLUSH WITH ADJACENT PAVING 2. TRUNCATED DOME COLOR TO BE YELLOW FS 33538 OF FEDERAL STANDARD 595C FOR THE CONDITIONS ON THIS PROJECT (CBC 11B-705.1.1.3) TRUNCATED DOMES NO SCALE 22" =UM= NIMES PM®11N OLONNOm ACCDSDE PACES MAW NOi NBN LIE MD SPEW/ NON PERSON UN ODOM ILL BE MED I•7 NNW ENBEE NNIED MODS WM LE IMAM NI N ONNININN 6'-8" NOT TO SCALE II 2,/i 18" 17" Qd 4 d 0.65" MIN. .2" HEIGHT SECTION "A" 2.35" APART PER CBC — FIG. 11B-705.1 0.9" BASE DIAMETER AND 0.45" TOP DIAMETER TAPERED EDGES WHERE EXPOSED, CHANGES IN LEVEL BETWEEN EDGE OF DOMES AND PAVEMENT SHALL BE 1/2" HIGH MAX. AND SHALL BE BEVELED WITH A SLOPE OF 1:2 MAX 2 1/2" DIA SCHEDULE 40 GALV. STEEL PIPE PRIME AND PAINTED EXPOSED PIPE. 24" 1 FACE OF CONCRETE CURB GRADE LANDSCAPE OR AC PAVING SECTION PER SITE PLAN 12" DIAMETER X 2'-0" DEEP CONCRETE BASE WITH 6" GRAVEL BELOW SIGN AND SIGN POST FOUNDATION NO SCALE STEEL BOLLARD NO SCALE ACCESSIBLE PARKING SIGN PER CBC 11B-502.6., TYP 12' WIDE STALL PER CBC SECTION 11B-502.2, TYP. o o cn ACCESSIBLITY SYMBOL MARKING, TYP EQ 5' 00000 00000 5' ACCESSIBLE AISLE PER CBC SECTION 11B-502.2, TYP. 6.5' 4" MIN. RED REFLECTIVE TAPE 6" DIA. CONCRETE FILLED STEEL PIPE BOLLARD, PAINT WITH GRAY FINISHED SURFACE - SEE PLAN CONDITION, VARIES (6) #5 VERTICAL WITH CONCRETE FOOTING , SLOPE TOP FOR DRAINAGE AT EXTERIOR LOCATIONS NOTES: 1 CAP WITH WELDED GALVANIZED STEEL COVER TRUNCATED DOMES PER CBC 11B-705 9' WIDE STALL PER CBC SECTION 11B-502.2, TYP. ni OD a 13 cn 4" BLUE BORDER AND HATCHING. ACCESSIBLE PARKING SIGN PER CBC 11B-502.6., TYP 4" WIDE WHITE STRIPE, TYP 43" REINFORCING BAR EMBEDDED 18" INTO SUBGRADE ASPHALT TOP OF REINFORCING BAR FLUSH WITH TOP OF ONCRETE 1' ANCHOR TIRE STOP ON TOP OF FLUSH CURB IF STALL IS ONLY 17' DEEP. l" DIA HOLE "S414To , 5-i" MIN 11 2-5/8"0 X 24" STEEL DOWEL BARS AT 12" C.C. GREASED AND WRAPPED ONE SIDE THROUGH EVERY EXPANSION JOINT 2-#3 CONTINUOUS BARS, BREAK AT DOWELED JOINTS AA 6" 6" FLUSH CONCRETE CURB NO SCALE 5" MIN 2 #4 BARS CONTINUOUS CONCRETE BASE MATERIAL 12" SUBGRADE COMPACTED TO 6" PORTLAND CEMENT CONCRETE OVER 6" CLASS 2 AGGREGATE BASE #4 REBAR CONTINUOUS SUBGRADE PREPARED PER THE PROJECT'S GEOTECHNICAL REPORT NOTES: 1. CONSTRUCT EXPANSION JOINTS @ 150' C.C. MAXIMUM SPACING. 2. PROVIDE CONTROL JOINTS @ 40' 0.C. MAXIMUM SPACING. 4' CONCRETE VALLEY GUTTER NO SCALE 4' WHEEL STOP PER CBC 11B-502.7.2, TYP. CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. ©2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS Oakland, CA 94607 Contractor OVERA Construction • • SIEGFRIED Drawing Title DETAILS I Drawing No. C7.0 Project Number: 23204 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 18 19 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 R Q P 0 N M L K J H G F E C B A 00000u 000000 0O0O0O0O0�0o0 000000 00 00 DRIVEWAY ENLARGEMENT 1"=5' 28' 3 5 J. 28' 3.5' 6.5' / / / 0 / / / / /n 11.3' TRASH ENCLOSURE ENLARGEMENT 1"=5' 26' 9' CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 SIEGFRIED Project Number: 23204 Contractor Drawing Title DETAILS II Drawing No. Construction 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 PRECAST VALVE BOX SET FLUSH WITH STREET SURFACE WITH CAST IRON RING AND COVER MARKED "WATER". CHRISTY G-5 OR EQUAL. PROVIDE PHENOLIC VALVE TAG, 1" X 3" WITH 1/2" TEXT. ATTACHED TO INSIDE OF VALVE RISER WITH STAINLESS WIRE OR NYLON TIE. STEM EXTENSION FABRICATION NOTES: 1. ALL WELDS TO RISER SHAFT SHALL BE FILLET WELD ALL AROUND AS SPECIFIED BELOW. 2. ALL STEEL REQUIRED FOR RISER FABRICATION SHALL BE STRUCTURAL STEEL PER ASTM A36. VALVE STEM EXTENSION PARTS LIST: 1. VALVE OPERATING NUT OR 1 - 7/8" X 1 - 7/8" X 2" HIGH SOLID STEEL WELDED TO TOP PLATE. 2. 3/16" THK. X 7 - 1/2" DIA. FREE SPINNING GUIDE PLATE, WITH 3 - 5/8" DIA. HOLE IN CENTER. 3. TWO 3/16" X 1 - 1/2" X 5" L STEEL ANGLE, WELD TO TWO SIDES OF EXTENSION SHAFT. 4. 2 - 1/2" X 3/16" SQUARE STEEL TUBING LENGTH AS REQUIRED EDGE TO WELD TO TOP PLATE. WATER VALVE AND VALVE BOX FINISHED GRADE NON HARDSCAPE AREA 1.5" CLASS "A" CONC. COLLAR 5.5" 3/iT INSULATED #10 SOLID COPPER TRACER WIRE WITH 12" PIGTAIL INSIDE VALUE BOX. OUTSIDE RISER PIPE WELD VALVE NUMBER IN THE FRAME, 1" TEXT. PAINT BOX & / COVER PER UCD STANDARDS. DOMESTIC WATER -BLUE, UTILITY WATER -WHITE D 1 0 10 ,5 ©i I// rn rr" rrn rrn t FINISHED GRADE IMPROVED SURFACE E • d [,o00° 0000 • v CONC. COLLAR a O • oO04o 100 000c\ Q O 00o co00 8" PVC RISER PIPE RISER PIPE TO BE PLUMB AND CENTERED OVER VALVE STEM, AND SHALL BE CONSTRUCTED FROM A SINGLE LENGTH OF PIPE, WITH NO JOINT. NOTES: 1. ENTIRE VALVE SHALL BE WRAPPED TIGHTLY WITH POLYETHYLENE FILM HELD SECURELY WITH ADHESIVE TAPE. 2. IF VALVE IS INSTALLED SO THAT THE TOP OF THE OPERATING NUT IS LESS THAN 30" BELOW FINISHED GRADE, THE VALVE STEM RISER IS NOT REQUIRED. TOP VIEW NON HARDSCAPE AREA IMPROVED SURFACE NO SCALE FINISH GRADE 1W 6" MIN. 1 MOP J CONCRETE PAD PIPE FROM POINT -OF -CONNECTION 8" MI CONTRACTOR TO PROVIDE HINGED GATE FOR STANDARD BACKFLOW ENCLOSURE. LOCKED. COLOR GREEN. BACKFLOW PREVENTER GALV. NIPPLE (TYPICAL) GALV. GALV. 90 DEG ELL (TYPICAL OF 4) GALV. NIPPLE (TYPICAL) 6" MIN. / / ,- 6" TYP. 01 NOTES: 1. ALL GALVANIZED FITTINGS SHALL BE WRAPPED WITH 10 MIL VINYL PIPE WRAP. 2. INSTALL WEATHER BLANKET AROUND BACKFLOW PREVENTER. 3. BACKFLOW ASSEMBLIES SMALLER THAN 2.5" SHALL BE COVERED WITH AN INSULATION BLANKET, MIN R-13, GREEN, WEATHERGUARD OR EQUAL AND PROTECTED BY A LOCKABLE WIRE CAGE ENCLOSURE FASTENED TO THE PAD. THE ENCLOSURE SHALL BE HINGED, POWDER COATED GREEN AND SECURED WITH A DOUBLE -LOCKED, GALVANIZED CHAIN SUCH THAT EITHER LOCK CAN RELEASE THE CHAIN. ONE LOCK WILL BE SUPPLIED BY CITY. c4) BACKFLOW PREVENTER GALV. UNION (TYPICAL OF 2) MAINLINE PIPE EDGE OF CONCRETE PAD MALE ADAPTER (TYPICAL OF 2) 4. BACKFLOW ASSEMBLIES 2.5" AND LARGER SHALL BE SECURED BY A DOUBLE -LOCKED, GALVANIZED, STRAIGHT LINK CHAIN THAT LOCKS THE VALVE AND HANDWHEELS IN THE OPEN POSITION AND EITHER LOCK CAN RELEASE THE CHAIN. ONE LOCK WILL BE SUPPLIED BY CITY. IN AREAS PRONE TO VANDALISM, CITY MAY ADDITIONALLY REQUIRE LOCKABLE PROTECTIVE ENCLOSURE. NO SCALE ATRIUM GRATE IN SHRUB / GROUNDCOVER — AREAS, FLAT CAST IRON GRATE IN TURF, CONCRETE, OR PAVED AREAS SLOPE TO DRAIN, 1.0% MIN. IN PLANTER AREAS III-III-III- 1111 111111 III-1IHIII= III III III 12" AREA DRAIN NO SCALE ALONG PATH OF TRAVEL, GRATE OPENINGS SHALL NOT EXCEED 1/4" AND SHALL BE FLUSH WITH GROUND SURFACE CATCH BASIN AND ADA COMPLIANT GRATE IN CONCRETE AREAS FINISH GRADE BACKFILL MATERIAL PER III SPECS. PLACED UNIFORMLY IN 12" LIFTS I I= AND COMPACTED, 85% RELATIVE DENSITY IN PLANTER AREAS. 11- IHIIIII III II III 1111 III III —III= DRAIN PIPE, REFER TO UTILITY PLANS UNDISTURBED OR RECOMPACTED SUBGRADE. NYLOPLAST CATCH BASIN 3500 PSI CONCRETE 5-#4 CONT. CAST IRON HOOD, FABRICATED FRAME, AND GRATE APPROX. WEIGHT 312 LBS. 31" DIA. THIN WALL KNOCKOUTS. SLEDGE OUT AS REQUIRED BOTH SIDE WALLS UP TO 6'-0" INSIDE DEPTH DROP INLET MODEL NO. A B WEIGHT* D1243636-1A 36" 42" 3028 LBS. 01243648-1A 48" 54" 3889 LBS. D1243660-1A 60" 66" 5611 LBS. D1243672-1A 72" 78" 6472 LBS. OUTSIDE HEIGHT OF BOX 4'-0" EXTENSION MODEL NO. C WEIGHT RS243606 6" 450 LBS. RS243612 12" 900 LBS. DESIGN LOAD: H-20 FULL TRAFFIC. FOR PRODUCT INFORMATION CONTACT JENSEN PRECAST. OPTIONAL EXTENSION C� HEIGHT T( * BOX ONLY 18"x31" THIN WALL KNOCKOUTS SLEDGE OUT AS REQUIRED BOTH END WALLS 24"X36"CATCH BASIN (JENSEN PRECAST MODEL �QQ� 2436-HDI-36, OR EQUAL) v/ NO SCALE C2) CHRISTY NO. F-8 OR EQUAL CONCRETE COVER. USE TRAFFIC RATED COVER IN PAVED AREAS. 4" THREADED PVC PLUG 4" CLEANOUT RISER (NO HUB) FLEXIBLE JOINTS AS NEEDED (TYP.) INSTALL 45° WYE-TEE COMBINATION PLUG (IF NOT CONNECTED) CLEANOUT NO SCALE SLOPE CONCRETE COLLAR TO DRAIN 1/4" TYP. CONCRETE, SEE SHEET C-300 FOR STRUCTURAL SECTION CLASS 2 AGGREGATE BASE SUBGRADE STORM DRAIN 4" TRENCH DRAIN 4" "ACO DRAIN" S100K POWERDRAIN WITH ACCESSIBLE, HEELSAFE, ANTI -SLIP GRATE OR APPROVED EQUAL. GRATE OPENINGS SHALL BE 1/2" MAX IN THE DOMINANT DIRECTION OF TRAVEL. 4" CONCRETE SECTION COLLAR "ACO DRAIN" S100K POWERDRAIN CHANNEL SECTIONS OR APPROVED EQUAL PARTIAL PROFILE ALL JOINTS SHALL BE SEALED TO BE WATER TIGHT "ACO DRAIN" CATCHBASIN OR APPROVED EQUAL NO SCALE NOTED ON PLANS I-4 ►I 1 a a 1 ' //' V/ / / VV���\� CONCRETE SECTION 6" 12" TOP OF _ SLOPE 7— TOE OF SLOPE NOTED ON PLANS SLOPE " SLOPE TO MID°< ° TOVID oQ co 0 r co 0 EQ1� 0 CONCRETE AT CURB CUT-OUTS NO SCALE r 6 4" CONCRETE SECTION Err CONCRETE CURB AND GUTTER PLAN 000 i LL'I.I I c3) GALVANIZED STEEL GRATE AND COVER OPTIONS AVAILABLE IN PEDESTRIAN AND TRAFFIC LOAD RATINGS. OPTIONAL GRATE LOCKING DEVICE AVAILABLE ON REQUEST GALVANIZED STEEL CAST IN FRAME SHOWN, LOOSE FRAME DESIGNS ALSO AVAILABLE OPTIONAL RISER SECTIONS AVAILABLE TO MATCH GRADE VARIATIONS CUSTOM PIPE OPENINGS OR THINWALL KNOCKOUTS AVAILABLE MODEL A B C WEIGHT CALC - LBS. 1212 12 12 4 208 (BASE) + 266 VF 1616 16 16 5 408 (BASE) + 480 VF 1818 18 18 5 602 (BASE) + 604 VF 2424 24 24 6 675 (BASE) + 750 VF 2436 24 36 6 900 (BASE) + 900 VF 2448 24 48 6 1500 (BASE) + 1050 VF 3030 30 30 6 920 (BASE) + 900 VF 3636 36 36 6 1200 (BASE) + 1050 VF 3648 36 48 6 1500 (BASE) + 1200 VF 4848 48 48 6 1875 (BASE) + 1350 VF 6060 60 60 6 2700 (BASE) + 1650 VF FOR COMPLETE DESIGN AND PRODUCT INFORMATION CONTACT JENSEN PRECAST. SQUARE DRAIN INLET NO SCALE BIORETENTION 5, if Oa fib • aa�y 4' II c6) II CURB CUT PROPOSED PAVING EDGE NO SCALE PROPOSED GROUND ELEVATION EDGE SWALE WITH 8" COBBLES OVER MIRAFI 140N GEOTEXTILE FABRIC. COBBLES SHALL BE FLUSH WITH GRADE TO ALLOW WATER TO FLOW INTO SWALE, TYPICAL. TOP OF SLOPE 4" P.C.C. AT CURB CUT OPENING. 12" MIN. LENGTH, AND 12" EACH SIDE OF OPENING. 8" DEEP ROCK EDGED WITH 4"-6" COBBLE OVER MIRAFI 140N GEOTEXTILE FABRIC. REFER TO LANDSCAPE PLANS FOR GROUND TREATMENT COBBLE SWALE SECTION 0 —III 4"-6" COBBLE TO SLOW RUNOFF AND PREVENT EROSION PROPOSED GROUND ELEVATION EDGE SWALE WITH 8" COBBLES OVER MIRAFI 140N GEOTEXTILE FABRIC. COBBLES SHALL BE FLUSH WITH GRADE TO ALLOW WATER TO FLOW INTO SWALE, TYPICAL. TOE OF SLOPE 4" CONCRETE OVER 4" CLASS 2 AGGREGATE BASE TOP OF SLOPE 1' 9 SLOPE CONCRETE AT CURB CUT OPENING TO MATCH PAVEMENT SLOPE VERTICAL CURB AT CURB CUT-OUTS CONCRETE SECTION CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number Project DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record Contractor SHAH KAWASAKI ARCHITECTS OVE" 570 I0th Street, Suite 201 Oakland, CA 94607 • SIEGFRIED Drawing Title DETAILS III Drawing No. C7.2 P N L J H F E D Project Number: 23204 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 1 MIN. CONC COLLAR (CLASS B) TRACER WIRE. TAPE TO RISER PIPE AND EXTEND 12" INTO BOX 8" PVC RISER PIPE (SEE NOTE 3) 1 "STAINLESS STEEL PER DWG W-4 NOTES' 2. 3. 4. 5. VALVE BOX COVER T1 8" VALVE BOX COVER FOR POTABLE WATER VALVE BOX WITH CAST IRON TRAFFIC LID TRAFFIC -RATED VALVE BOX PER SECTION II-B1-2.06 AND IV-B1-2.06 A.C. PAVEMENT THROAT DIA. 8" MIN. VALVE NUT EXTENSION PER DWG W-4 (WHERE REQUIRED) 2" OPERATING NUT ON VALVE CENTERING RING RISERS SHALL REST ON ROCK A.C. PAVEMENT TO COMPLY WITH STREET PAVEMENT REQUIREMENTS. FOR VALVE BOXES INSTALLED IN NON -TRAFFIC AREAS, CONCRETE COLLAR SHALL BE EXTENDED TO FINISH GRADE. SLOPE COLLAR TO DRAIN AWAY FROM LID. RISER PIPE TO BE ONE CONTINUOUS PIECE OF PVC. VALVE BOX COVERS FOR RECYCLED WATER MAINS SHALL BE TRIANGULAR WITH "RW-DSRSD" INSCRIPTION CAST ON THE TOP SURFACE. VALVE BOX COVERS FOR RW WATER MAINS SHALL BE POWDER COATED. POINTING IN DIRECTION OF LINE VALVE BOX COVER FOR RECYCLED WATER Dublin San Ramon Services District REVISION DATE JUN 2020 VALVE BOX INSTALLATION REVISED BY BD SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING W - 1 VALVE BOX INSTALLATION DUBLIN SAN RAMON SERVICES DISTRICT DWG W-1 NO SCALE N � Z a 0 SEE NOTE 4 SERVICE WITH 90° TAP ITEM DESCRIPTION 6" 6" CURB AND GUTTER 111 METER SEE NOTE 3 / \\ L - 1 r METER TAIL REDUCER (AS NEEDED) TW #10 TRACER WIRE, EXTENDED 12" INTO METER BOX MIN. BEND RADIUS OF 30 x NOMINAL DIAMETER. NO BENDS WITHIN 10 x DIAMETER FROM FITTING SERVICE ASSEMBLY A B C D E F BRONZE CORP. STOP BRONZE COMPRESSION JOINT POLYETHYLENE TUBING WITH TRACER WIRE (BLUE HDPE FOR POTABLE AND PURPLE HDPE FOR RECYCLED WATER) BRONZE ANGLE CURB STOP, FLANGE W/WING LOCK BRONZE SADDLE PER SECTION II-81-2.08 FACE OF CURB TO BE MARKED 'y(" FOR POTABLE WATER AND "E " FOR RECYCLED WATER. NOTES' 1. THE SERVICE LINE SHALL REST ON UNDISTURBED EARTH IN THE BOTTOM OF THE TRENCH WITH A 36" MINIMUM COVER IN THE RUN BETWEEN THE MAIN AND THE CURB. 2. FOR METER BOX INSTALLATION SEE DWG W-19. LJ 3. STAINLESS STEEL INSERT STIFFENERS SHALL BE USED AT CORP. AND ANGLE STOPS IN POLYETHYLENE SERVICE LINES WHEN RECOMMENDED BY THE FITTING MANUFACTURER. 4. COLOR OF POLYETHYLENE TUBING SHALL BE: BLUE FOR POTABLE WATER SERVICE PURPLE FOR RECYCLED WATER SERVICE Dublin San Ramon Services District REVISION DATE DEC 2019 1 1 /2" - 2" SERVICE INSTALLATION REVISED BY BD SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING W-8 1 1/2" - 2" SERVICE INSTALLATION DUBLIN SAN RAMON SERVICES DISTRICT DWG W-8 NO SCALE STANDARD CURB & GUTTER CONCRETE COLLAR 8" THRUST BLOCK METER BOX lir 4"z3" REDUCING SPOOL O I! H 1 4OI_.O rl �� a d CENTERING RING 12" o 0 0 iOP ° 0 8 REMOVE KNOCKOUT DRAIN RO.K CONCRETE BRICKS UNDER FULL PERIMETER OF BOX CUSTOMER PIPING THRUST BLOCK SEE DWG. W-22 FOR CONTINUATION KEY QTY MATERIALS A 1 4" GATE VALVE, FLANGE BY RESTRAINED MJ PER SECTION II-B1-2.02 B 1 4" DIP OR PVC C 1 4" FLANGED COUPLING ADAPTER D 1 4"x4" DIP ELL, FLG. x RESTRAINED MJ E 1 4" DIP SPOOL, FLG. x FLG. F 1 4"x4" DIP ELL, FLG. x FLG. G 1 TW#10 TRACER WIRE, EXTEND INTO VALVE BOX NOTES: 1. ALL THRUST BLOCKS SHALL CONFORM TO STANDARD DRAWINGS W-2 AND W-3. 2. ALL BOLTS SHALL BE STAINLESS STEEL TYPE 316. ANTI -SEIZE LUBRICANT SHALL BE APPLIED TO BOLT THREADS. POLYWRAP ALL FERROUS PIPE AND FITTINGS. 3. METER TO BE INSTALLED BY DSRSD. Dublin San Ramon Services District REVISION DATE JAN 2021 3" METER INSTALLATION REVISED BY RM SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING W-20 3" METER INSTALLATIONS DUBLIN SAN RAMON SERVICES DISTRICT DWG W-20 NO SCALE 90' BEND 45" BEND TEE CROSS REQUIRED AREA FOR THRUST BLOCK (SQ. FT.) BASED ON ALLOW. SOIL BEARING VALUE OF 2000 psf PIPE DIA. 90" & 4WYE 22 1/2" 11 1/4' & PLUG TEE CROSS 4 1.5 1.0 0.5 1.0 1.0 1.0 6 4.0 2.5 1.5 1.0 3.0 3.0 2.5 7.5 4.0 2.0 1.0 5.0 5.0 2.55 10 11.5 6.5 3.5 2.0 8.0 8.0 4.0 12 16.0 9.0 4.5 2.5 11.5 11.5 6.5 WYE 15' TYPICAL SECTION THROUGH THRUST BLOCK FELT 16 29.0 16.0 8.0 4.0 20.0 20.0 11.0 PLUG 18 37.0 29.0 10.0 5.0 26.0 26.0 13.0 MULTIPLIERS FOR THRUST BLOCK AREAS ACTUAL SOIL BEARING VALUE MULTIPLIER 1000 psf 1500 psi 2000 psf 2500 psf 3000 psf 2.0 1.33 1.0 0.8 0.67 EXAMPLE ACTUAL SOIL BEARING VALUE = 1000 psf FOR 8" BLOW OFF REQUIRED AREA IS (2.0)(5.0 SQ. FT.) = 10.0 SQ. FT. NOTES' 1. ALL THRUST BLOCKS TO BE PLACED AGAINST UNDISTURBED EARTH. 2. THRUST BLOCKS SHALL BE CLASS B CONCRETE. 3. 15# ROOFING FELT TO BE PLACED BETWEEN PLUG AND THRUST BLOCK CONCRETE. 4. SEVEN DAY CURE TIME REQUIRED PRIOR TO FILLING OR PRESSURING MAINS. 5. THRUST BLOCKS SHALL BE FORMED BEYOND UNDISTURBED EARTH. REV. 09/06 Dublin San Ramon Services District DATE MAY 1987 CONCRETE THRUST BLOCKS DESIGNED RMR SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING W-2 CONCRETE THRUST BLOCKS DUBLIN SAN RAMON SERVICES DISTRICT DWG W-2 NO SCALE AC CHRISTY G-5 BOX THROUGH Z _ HOLE IN ce w 0 0 RISER O Iwin U x 2 W 4WU Q W W NO SERVICE TAP WITHIN 2 FEET OF ITEM I. ITEM A B C D E F G H J K L M CHRISTY G-5 BOX DESCRIPTION 4" EPDXY -COATED FLG RESILIANT SEATING G.V. WITH 2" SQ. NUT, CLOSE CLOCKWISE CATHODIC PROTECTION (INCLUDING VALVE) - (2 SETS) A.W.G. NO. 2 WIRES WITH EXOTHERMIC WELD AT 3 O' CLOCK AND 9 O' CLOCK POSITIONS WITH MASTIC AND PROTECTIVE CAP BONDED TO REDUCER, VALVE, AND SPOOL. REDUCER - 4" X MAIN SIZE TRACER WIRE FOR PVC PIPE ONLY, TW TYPE #10 4" FLANGE X FLANGE, TABBED DUCTILE IRON 90° ELL (BASE 90) 4" COMPANION FLANGE 4" ABS SCREWED PLUG WITH SQ. HEAD 4" DUCTILE IRON RISER (1 LENGTH TO PROPER HEIGHT) RESTRAINED MECHANICAL JOINT 4" DUCTILE IRON PIPE - 12" SPOOL LENGTH THRUST BLOCK 32# PREPACKAGED MAGNESIUM ANODE 8" - 12" FROM PIPE 8" RISER SDR 35 SEE DWG W-1 r1n NOTES: 1. FOR SIZE OF BLOW -OFF ON MAINS LARGER THAN 12", CONSULT DISTRICT ENGINEER. 2. TO BE USED ONLY AT THE DIRECTION OF DISTRICT ENGINEER. 3. RECYCLED WATER BLOW OFF ASSEMBLIES SHALL BE IDENTIFIED AS RECYCLED WATER FACILITIES AS PER SPECIFICATION SECTION IV-B1-2.06. 4. ALL BOLTS SHALL BE STAINLESS STEEL, 3/16" - TYPE 316 OR APPROVED EQUAL. MASTIC COVER BOLTS AND ANTI -SEIZE LUBRICANT SHALL BE APPLIED TO BOLT THREADS. 5. ALL BURIED DUCTILE IRON PIPE SHALL BE ENCASED IN EIGHT (8) MIL POLYETHYLENE WRAP. POLYETHYLENE WRAP SHALL BE MANUFACTURED AND INSTALLED IN CONFORMANCE WITH ANSI A 21.5. (SPECIFICATION SECTION II-B2-2.06) Dublin San Ramon Services District REVISION DATE DEC 2019 4" BLOW -OFF ASSEMBLY 6", 8", 10" AND 12" MAINS REVISED BY RM/BD SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING W-9 4" BLOW -OFF ASSEMBLY 6", 8", 10" AND 12" MAINS DUBLIN SAN RAMON SERVICES DISTRICT DWG W-9 NO SCALE PROPERTY LINE PROPERTY LINE/ BACK OF METER BOX PIPE/FITTINGS TO BE THD BRASS, TYPE K OR L RIGID COPPER, SIZE TO MATCH RP UNION, BR (TYP) METER, METER BOX SEE DWG W-7, W-8 12" MAXIMUM BETWEEN BACK OF METER BOX AND BACKFLOW RISER z mI, 1.I_Ni► .)-.$ I�I�• 6" MIN CLR CUSTOMER PIPING z 5 6" MIN CLR PLAN NTS RP WITH BALL VALVES, SIZE TO MATCH METER (FOR 5/8" METER USE 3/4" RP) 4" CONC. BASE ON 6" COMPACTED DRAIN ROCK THRUST RESTRAINT PIPE/FITTINGS SHALL BE THD. BRASS, STAINLESS STEEL, TYPE K OR L RIGID COPPER BY CUSTOMER NOTES' 1. SET RP ON PRIVATE PROPERTY. 2. IF RP IS LOCATED NEAR TRAFFIC AREA, A MIN. OF TWO 4" GALVANIZED STEEL GUARD POSTS SHALL BE PROVIDED. POSTS SHALL BE 42" HIGH, EMBEDDED 36" BELOW GROUND IN CONCRETE, AND FILLED WITH CONCRETE. 3. FITTING SHALL BE DIELECTRIC WHERE JOINING DISSIMILAR METALS. SECTION NTS 4. 3/4" TO 2" MUST HAVE BALL VALVE SHUT OFF VALVES. 5. PROVIDE LOCKABLE ENCLOSURE WITH FOAM INSULATION LINING, OR BLANKET (SEE DRAWING W-25). 6. DIMENSION OF CONCRETE PAD TO BE AS RECOMMENDED BY ENCLOSURE MANUFACTURER. 7. DEVICE SHALL BE TESTED BY CERTIFIED TESTER. TEST REPORT SHALL BE SUBMITTED TO DSRSD. 8. THE CONCRETE PAD SHALL ACCOMODATE ENCLOSURES. SEE W-25 FOR ENCLOSURE DETAILS. PROTECTIVE ENCLOSURE (SEE NOTE 5) UNION (SEE NOTE 3) Dublin San Ramon Services District REVISION DATE JUN 2020 BACKFLOW PREVENTER INSTALLATION 3/4" TO 2" REVISED BY BD SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING W-21 �2) BACKFLOW PREVENTER INSTALLATION 3/4" TO 2" DUBLIN SAN RAMON SERVICES DISTRICT DWG W-21 NO SCALE L ° ° a 4 a , 4 b II9 a � -. a ..\ a n PLAN TAMP BACKFILL MATERIAL BETWEEN BLOCK Se PIPE A111111110111' /J5 REBARS, 2 REO'D. (EXPOSED REBARS COATED WITH MASTIC) a' d ad • // a.,1� ° (1 , ° 0 //\�ii\i CLASS B CONCRETE ELEVATION THRUST BLOCK DIMENSIONS ^- UPWARD THRUST PIPE 11-1/4' BEND 22 1/2 BEND 45" BEND SIZE L W H G L W H G L W H G 4" 2•-0" 2•-0" 1'-0„ 9" 2•-0" 2,-0" 1'-0" 9" 2,-0" 2•-0" 2•-0" 6„ 6„ 2•-0" 2•-0" 1'-0" 9" 2•-0" 2,-0" 2,-0" 1'-0„ 3,-0" 2•-0" 2•-0" 6" 8" 2•-0" 2,-0" 1'-0„ 9" 3•-0" 2,-0" 2•-0" 1'-0„ 4,-6" 2•-0" 3•-0" 6„ 10„ 3•-0" 2•-0" 2,-0" 1'-8„ 5'-0" 3,-0" 2•-0" 1'-0„ 6'-0„ 2•-0" 3•-8" 8• 12" 3,-0" 2,-0" 2,-0" 1'-8„ 5'-0" 3,-0" 2,-0" 1'-0„ 7,-0" 2,-6" 4•-0" 8" REV. 08/01 Dublin San Ramon Services District DATE MAY 1987 CONCRETE THRUST BLOCKS FOR VERTICAL BENDS DESIGNED SAD SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING W-3 C3D CONCRETE THRUST BLOCKS FOR VERTICAL BENDS DUBLIN SAN RAMON SERVICES DISTRICT DWG W-3 NO SCALE CONCRETE BRICKS ACROSS FULL WIDTH OF BOX ITEM DESCRIPTION SEE DRAWING W-27 FOR AIR RELEASE & VACUUM RELIEF VALVE COVER. A B C D E F G H K L M N AIR RELEASE VENT COVER PER DRAWING W-27 1" DIAMETER PVC SCH 80 PIPE & UNION ANCHOR BOLT 1" BRONZE STREET ELL 1" COMBINATION AIR VALVE. SEE NOTE 4. 24" TRAFFIC -RATED METER BOX. SEE NOTE 4. 1" BRONZE NIPPLE ANGLE METER STOP FLARE OR COMPRESSION. SEE NOTE 4. 1" POLYETHYLENE TUBING (BLUE COLOR FOR POTABLE OR PURPLE FOR RECYCLED WATER) 1" BRONZE COMPRESSION JOINT 1" CORP. STOP. SEE NOTE 4 ALL BRONZE DOUBLE STRAP SADDLE. SEE NOTE 4 THREADED AIR VENT CAP WITH STAINLESS STEEL SCREEN. SEE NOTE 4. TW#10 TRACER WIRE SEE DRAWING W-19 FOR METER BOX INSTALLATION. CONCRETE COLLAR AROUND METER BOX EXTEND TRACER WIRE INTO BOX. 12" MIN. 6" PVC SLEEVE PEA GRAVEL BASE MAINTAIN MIN. 1/4" PER FOOT RISE. INSTALL TAP SADDLE ON TOP OF MAIN NOTES' 1. FOR RECYCLED WATER, COMPONENTS SHALL BE PURPLE. 2. TW#10 TRACER WIRE SHALL BE SPIRALED AROUND POLYETHYLENE TUBING FROM CORP STOP TO THE METER BOX. 3. SEE DRAWING W-19 FOR METER BOX INSTALLATION. 4. ITEM SHALL BE ON APPROVED MATERIAL LIST, OR AN APPROVED EQUAL. Dublin San Ramon Services District REVISION DATE JUN 2020 1" AIR RELEASE & VACUUM RELIEF VALVE INSTALLATION 6"-10" POTABLE WATER AND RECYCLED WATER MAINS REVISED BY BD SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING W-15 1" AIR RELEASE & VACUUM RELIEF VALVE INSTALLATION 6-10" POTABLE WATER AND RECYCLED WATER MAINS DUBLIN SAN RAMON SERVICES DISTRICT DWG W-15 NO SCALE 12" MAXIMUM BETWEEN BACK OF METER BOX AND BACKFLOW RISER PROPERTY LINE/ BACK OF METER BOX WATER METER RP BACKFLOW DEVICE ASSEMBLY (ON APPROVED LIST) - DISCHARGE PORT (NOTE 2) CLASS B CONCRETE SLAB, 4'-0" WIDE DRAIN ROCK CTED 90' ELL W/ CAST RESTRAINT TABS EMBEDDED IN THRUST BLOCK (TYP OF 2) SEE DWG W-20 FOR CONTINUATION ELEVATION RESILIENT WEDGE GATE SHUT-OFF VALVES (NOTE 1) #4012"O.C. E.W. ‘--DRAIN ROCK THRUST BLOCK DETAIL A \ _SEE DETAIL A BELOW 90' ELL FLANGE (TYP OF 2) 2" GALV. STEEL SUPPORT (TYP OF 2) D.I. PIPE SPOOL FINISH GRADE NOTES. 1. TEST COCKS AND SHUT-OFF VALVES MUST BE SUPPLIED AS SHOWN. 2. DISCHARGE PORT MUST BE KEPT CLEAR OF OBSTRUCTION AT ALL TIMES. 3. 2 1/2 THR 10" MUST HAVE RESILIENT SEAT WEDGE SHUT-OFF VALVES. 4. DEVICE SHALL BE TESTED BY CERTIFIED TESTER. TEST REPORT SHALL BE SUBMITTED TO DSRSD. 5. PROTECTIVE ENCLOSURE NOT SHOWN. REFER TO SECTION II-B2-7 AND DRAWING W-25 FOR ENCLOSURE REQUIREMENTS. 6. ALL BOLTS SHALL BE STAINLESS STEEL TYPE 316, ANTI -SEIZE LUBRICANT SHALL BE APPUED TO BOLT THREADS. POLYWRAP ALL FERROUS PIPE AND FITTINGS. Dublin San Ramon Services District REVISION DATE DEC 2020 2 1/2" TO 10" REDUCED PRESSURE BACKFLOW PREVENTION DEVICE REVISED BY RM SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING W-22 �3) 2 1/2" TO 10" REDUCED PRESSURE BACKFLOW PREVENTION DEVICE DUBLIN SAN RAMON SERVICES DISTRICT DWG W-22 NO SCALE FINISHED GRADE PVC RISER 2 W II II II u u 1/4 1 1/4 <4 PLACES EXTENSION NUT 2" x 2" STRUCT. TUBING 0.25" WALL, CHAMFER TOP OUTER EDGE -CIRCULAR 0.25" STL. PLATE DIA = 7" DRILL 1.375 DIA. HOLE IN CENTER FOR PIPE. -- 1.315" 0.D. - 1" STAINLESS STEEL PIPE (ONE PIECE) 1/4 V NOTES. 21/8"I SQ. 2 1/2" SQ. x .025" STL. PLATE V,/4 VALVE KEY, 2 1/2" SQUARE TUBE (3/16" WALL) STEEL 1. VALVE NUT EXTENSION SHALL BE PROVIDED WHERE DEPTH TO TOP OF VALVE IS 4' OR MORE. 2. LENGTH OF EXTENSION IN INCHES SHALL BE INSCRIBED WITH AN ARC WELD BEAD (MIN. OF 2" IN HEIGHT) ON TOP FACE OF CIRCULAR PLATE. 3. VALVE KEY SHALL FIT OVER STANDARD 2" VALVE OPERATING NUT. EXTENSION NUT AND VALVE KEY TO BE IN ALIGNMENT WITH EACH OTHER. 4. Dublin San Ramon Services District REVISION DATE DEC 2019 VALVE NUT EXTENSION REVISED BY KP SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING W-4 C4D VALVE NUT EXTENSION DUBLIN SAN RAMON SERVICES DISTRICT DWG W-4 NO SCALE MAY BE USED AS A SAMPLE TAP SITE WITH A BRONZE HOSE BIB ATTACHED SEE NOTE 2 SIDEWALK CURB 1/2" BRONZE HOSE VALVE (FOR BACT. SAMPLE POINT) SEE NOTE 2 REDUCING TEE SEE NOTE 1 6" MAX. ALL 4 SIDES i!!!!!!!" NOTES: 1. PIPING MUST BE RIGID. 2. HOSE BIB SPOUT MUST FACE BELOW HORIZONTAL AND FACE STREET. 24" MAX 18" MIN METER BOX (TYP) PEA GRAVEL Dublin San Ramon Services District DATE DEC 2005 TEMPORARY SAMPLE TAPS FOR NEW CONSTRUCTION DESIGNED ATJ DRAWING SIGNED COPY ON FILE AT DISTRICT OFFICE TEMPORARY SAMPLE TAPS FOR NEW CONSTRUCTION DUBLIN SAN RAMON SERVICES DISTRICT DWG W-18 NO SCALE 18" CLASS B CONC PAD WITH COMPACTED DRAIN ROCK (NOTE 3) VALVE (TYP) UTILITY BOX IN SLAB FOR METER RADIO TRANSMITTER PER APPROVED MATERIALS LIST NOTFS. DOUBLE DETECTOR CHECK ASSEMBLY (NOTE 1) 18" METER WITH DETECTOR CHECK VALVES UTILITY BOX IN SLAB FOR METER RADIO TRANSMITTER PER APPROVED MATERIALS LIST PLAN NTS TEST COCK (TYP) 2" GALV. STL. SUPPORTS - 90* ELL W/ CAST RESTRAINT TABS EMBEDDED IN THRUST BLOCK (TYP OF 2) THRUST BLOCKS SECTION NTS SPOOL 1/2" SWEEP CONDUIT PVC ELBOW FROM TOP OF SLAB INTO METER BOX SECTION NTS RADIO WIRE CONC. PAD DOUBLE DETECTOR CHECK ASSEMBLY SHALL BE FACTORY ASSEMBLED COMPLETE, WITH METER AND DETECTOR CHECKS AND SHALL BE ON DISTRICT APPROVED LIST. THE DETECTOR METER SHALL BE SUPPLIED WITH A RADIO -READ NEPTUNE OR SENSUS METER. THE METER INTERFACE UNITS SHALL BE DATAMATIC FIREFLY METER INTERFACE UNITS FOR AMR SYSTEMS USING ENCODED REGISTERS WITH PROFILE PLUS LOAD PROFILING CAPABILITY. 2. INSTALL AS REQUIRED. 3. RADIO WIRE TO BE FIRMLY AFFIXED TO PIPING WITH WIRE TIES. 4. TRANSMITTER TO BE SPLICED TO INCOMING WIRES WITH WATER PROOF CONNECTORS. 5. METER SHALL BE SET TO READ IN CUBIC FEET. 6. DEVICE SHALL BE TESTED BY CERTIFIED TESTER. TEST REPORT SHALL BE SUBMITTED TO DSRSD. 7. PROTECTIVE ENCLOSURE NOT SHOWN. REFER TO SECTION II- B2-7 AND DRAWING W-25 FOR ENCLOSURE REQS. 8. ALL BOLTS SHALL BE STAINLESS STEEL TYPE 316, ANTI -SEIZE LUBRICANT SHALL BE APPLIED TO BOLT THREADS. POLYWRAP ALL FERROUS PIPE AND FITTINGS. Dublin San Ramon Services District REVISION DATE DEC 2020 DOUBLE DETECTOR CHECK FOR 2" - 10" FIRE LINES ABOVE GROUND INSTALLATION REVISED BY RM SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING W-23 DOUBLE DETECTOR CHECK FOR 2" - 10" FIRE LINES ABOVE GROUND INSTALLATION DUBLIN SAN RAMON SERVICES DISTRICT DWG W-23 NO SCALE 48" SEE NOTE 3 0)) MIN 1-1 NOTES: 2. 3. 4. 5. 6. 7. THRUST BLOCK SEE DETAIL "A" CURB ITEM A VALVE BOX ce (RESTRAINED) DESCRIPTION AWWA C503 WET -BARREL HYDRANT PER SECTION II -B1-2.03 6" FH BURY W/ MJ OR FLANGED INLET 6" FLG X MJ GV PER SECTION TEE BREAK AWAY BOLTS, NUTS ON TOP FILLED WITH GREASE SQUARE CONCRETE PAD CENTERING RING BOLTS W/THREADS UP. CAULK HOLLOW W/SILICONE. DOUBLE SCOR C.I. BREAK- AWAY SPOOL lammar IMMEL THRUST BLOCK DETAIL "A" ON MAINS WHERE VALVES ARE TO BE INSTALLED ADJACENT TO TEES OR CROSSES, THE VALVES SHALL BE FLANGED X MJ WITH FLANGED END BOLTED DIRECTLY TO THE TEE OR CROSS. VALVE DISTANCE IN FEET TO BE MARKED ON CURB. SEE PLANS AND SPECIFICATIONS FOR LOCATION OF HYDRANTS. REFER TO SECTION II-B2-5.01 FOR PLACEMENT OF FIRE HYDRANTS BEHIND CURBS AND SIDEWALKS. REFER TO SECTION II-A7 FOR CLEARANCE BETWEEN HYDRANT AND FIXED OBJECTS. REFER TO SECTION II-B1-2.03 FOR HYDRANT EXTERIOR PAINT REQUIREMENTS. ALL BOLTS SHALL BE STAINLESS STEEL TYPE 316, ANTI -SEIZE LUBRICANT SHALL BE APPLIED TO BOLT THREADS. POLYWRAP ALL FERROUS PIPE AND FITTINGS. TRACER WIRE SHALL BE INSTALLED ON ALL FIRE HYDRANT RUNS. Dublin San Ramon Services District REVISION DATE JUN 2020 FIRE HYDRANT INSTALLATION REVISED BY BD SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING W-6 (5) FIRE HYDRANT INSTALLATION DUBLIN SAN RAMON SERVICES DISTRICT DWG W-6 NO SCALE 6" CURB CONCRETE (SEE NOTES 8 Se 9) METER BOX SIDEWALK ELEV. 1 ELEV. 3 NOTES: 1. SEE THE APPROVED MATERIAL LIST FOR METER BOX SCHEDULE 2. H20 TRAFFIC LOAD RATED BOXES & LIDS TO BE USED IN TRAFFIC AREAS. 3. ALL METER BOXES MUST BE SET TRUE, PERPENDICULAR TO STREET, AND FLUSH WITH SIDEWALK. 4. SPACE BETWEEN BOXES IN MULTIPLE METER INSTALLATIONS SHALL BE 2". 5. DO NOT SET METER BOXES ON PRIVATE PROPERTY. 6. LID TO BE ONE PIECE, MARKED WATER, AND TOUCH -READ READY WITH 2" PROBE 7. IN SLOPED AREA METER BOX MAY REQUIRE REDWOOD RETAINING WALLS. 8. METER BOXES AND LIDS IN TRAFFIC AREAS SHALL BE H-20 TRAFFIC RATED. INSTALL 6" CONCRETE COLLAR (6" DEEP) AROUND TRAFFIC -RATED METER BOXES. 9. METER BOXES OUTSIDE OF TRAFFIC AREAS AND NOT IN SIDEWALK SHALL HAVE 6" WIDE COLLAR (4" DEEP). 10. RECYCLED WATER METER BOX INSTALLATION SHALL BE IDENTIFIED AS RECYCLED WATER FACILITIES PER SECTION IV-E11-2.04. SIDEWALK METER BOX ELEV. 2 EXTENSION(S) AS NECESSARY (TYP) TO BE AT LEAST 3" BELOW CENTER OF SERVICE PIPE CONCRETE BRICKS ACROSS FULL WIDTH (TYP) PEA GRAVEL Dublin San Ramon Services District REVISION DATE NOV 2019 METER BOX INSTALLATIONS 5/8 INCH TO 2 INCH REVISED BY KP DRAWING SIGNED COPY ON FILE AT DISTRICT OFFICE METER BOX INSTALLATIONS 5/8 INCH TO 2 INCH DUBLIN SAN RAMON SERVICES DISTRICT DWG W-19 NO SCALE CLASS B CONC PAD WITH COMPACTED DRAIN ROCK (NOTE 3) (TYP) DOUBLE DETECTOR CHECK ASSEMBLY (NOTE 1) 18" co METER WITH DETECTOR CHECK VALVES UTILITY BOX IN SLAB FOR METER RADIO TRANSMITTER PER APPROVED MATERIALS LIST TEST COCK (TYP) PLAN NTS BRASS FIRE DEPT PUMPER CONNECTIONS HOSE CONNECTIONS (SEE NOTE 4 BELOW) BRASS FIRE DEPT / PUMPER CONNECTION qg alle1100114111141 D.I. SPOOL (TYP) ..47-rjmwmw- DRAIN ROCK UTILITY BOX IN SLA FOR METER RADIO TRANSMITTER PER APPROVED MATERIALS LIST 90' ELL W/ CAST RESTRAINT TABS EMBEDDED IN THRUST BLOCK, (TYP OF 2) THRUST BLOCKS SECTION NTS 1/2" SWEEP CONDUIT PVC ELBOW FROM TOP OF SLAB INTO METER BOX SECTION NTS RADIO WIRE CONC. PAD 1. DOUBLE DETECTOR CHECK ASSEMBLY SHALL BE FACTORY ASSEMBLED COMPLETE. WITH METER AND DETECTOR CHECKS AND SHALL BE ON APPROVED MATERIALS LIST. THE DETECTOR METER SHALL BE SUPPLIED WITH A RADIO -READ METER. THE METER INTERFACE UNITS SHALL FOR AMR SYSTEMS USING ENCODED REGISTERS WITH PROFILE PLUS LOAD PROFILING CAPABILITY AND SHALL BE ON APPROVED MATERIALS LIST OR APPROVED EQUAL. 2. HOSE THREADS SHALL MATCH FIRE DEPT HOSE CONNECTORS (NST/NH). 3. INSTALL AS REQUIRED. 4. PUMPER CONNECTION MUST BE INSTALLED FACING STREET WITHOUT OBSTRUCTION. 5. THIS ARRANGEMENT REQUIRES FIRE DEPT APPROVAL 6. RADIO WIRE TO BE FIRMLY AFFIXED TO PIPING WITH WIRE TIES. 7. TRANSMITTER TO BE SPUCED TO INCOMING WIRES WITH WATER PROOF CONNECTORS. 8. METER SHALL BE SET TO READ IN CUBIC FEET. 9. DEVICE SHALL BE TESTED BY CERTIFIED TESTER. TEST REPORT SHALL BE SUBMITTED TO DSRSD. 9. ALL BOLTS SHALL BE STAINLESS STEEL TYPE 316, ANTI -SEIZE LUBRICANT SHALL BE APPLIED TO BOLT THREADS. POLYWRAP ALL FERROUS PIPE AND FITTINGS. Dublin San Ramon Services District REVISION DATE DEC 2019 DOUBLE DETECTOR CHECK FOR 2" - 10" FIRE LINES ABOVE GROUND INSTALLATION (OPTIONAL) REVISED BY BD SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING W-23A DOUBLE DETECTOR FOR 2" - 10" FIRE LINES ABOVE GROUND INSTALLATION (OPTIONAL) DUBLIN SAN RAMON SERVICES DISTRICT DWG W23A NO SCALE CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. @ 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS Oakland, CA 94607 Contractor °VERA Construction • SIEGFRIED Project Number: 23204 Drawing Title DETAILS IV Drawing No. C7.3 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 REV. 11/19 FOR PIPE SIZE <= 2-INCH FOR PIPE SIZES > 2-INCH PIPE SIZE INSIDE W DIMENSIONS L H 3/4"-1" 8 25 19 3/4"-1" 9 26 19 1 1/4"-2" 11 35 24 1 1/4"-2" 12 37 30 1 1/4"-2" 12 46 30 1 1/4"-2" 12 46 31 2 1/2"-3" 24 67 45 4" 29 65 50 6" 28 104 49 8"-10" 40 157 74 NOTES; 1. ENCLOSURE SHALL BE AS SPECIFIED ON APPROVED MATERIALS LIST, OR EQUAL. 2. CONCRETE PAD SHALL EXTEND 4 INCHES BEYOND THE EDGE OF THE ENCLOSURE. Dublin San Ramon Services District DATE DEC 2019 FIBERGLASS ENCLOSURE FOR BACKFLOW PREVENTER DESIGNED RM SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING W-25 FIBERGLASS ENCLOSURE FOR BACKFLOW PREVENTER DUBLIN SAN RAMON SERVICES DISTRICT DWG W-25 NO SCALE REV. 08/11 CAST IRON LID. MARKED SEWER C.O. (SEE NOTE 1 FOR TRAFFIC AREA) FINISH GROUND CLEANOUT BOX SEE DETAIL BELOW 2-WAY CAST IRON CLEANOUT SIDE SEWER CLEANOUT RISER RUBBER BUSHING BANDED RUBBER COUPLING NOTES: iOR EASEMENT BOUNDARY PLASTIC PLUG SIZE EQUAL TO SIDE SEWER 1. IN STREETS OR PARKING LOTS, CLEAN -OUT BOX MUST BE A G-5 (CHRISTY) BOX WITH METAL LID MARKED "SEWER". Dublin San Ramon Services District DATE DEC 2019 SIDE SEWER CLEANOUT RISER DESIGNED KP SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING S-10 SIDE SEWER CLEANOUT RISER DUBLIN SAN RAMON SERVICES DISTRICT DWG S-10 NO SCALE CV N UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS KITH DISABILITIES MAY BE TOWED AWAY AT OV ER'S EXPENSE TONED VEHICLES MAY BE RECLAIMED AT DUBUN POLICE ,........„/ ,' 0R BY TELEPHONING / (925) 833-6670 -" 17" MIN. POSTED AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES GENERAL NOTES: LETTERING ON SIGN MUST BE A MINIMUM OF 1" IN HEIGHT APPROPRIATE INFORMATION MUST BE INCLUDED ON SIGN (MINIMUM 1" IN HEIGHT) ADJACENT AND VISIBLE FROM EACH STALL OR SPACE 1. WARNING SIGNAGE REGARDING UNAUTHORIZED USE OF DISABLED PARKING SPACES IS POSTED CONSPICUOUSLY AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE. 2. WARNING SIGNAGE STATES "UNAUTHORIZED VEHICLES PARKING IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT DUBLIN POLICE OR BY TELEPHONING (925) 833-6670". 3. BLANK SPACES ON SIGN(S) SHALL BE FILLED IN WITH APPROPRIATE INFORMATION AS SHOWN. 4. SIZE OF LETTERING ON SIGNAGE IS A MINIMUM OF 1" IN HEIGHT. 5. SIGN(S) SHALL NOT BE LESS THAN 17"x22" IN SIZE. SITE ENTRANCE SIGNAGE - R100B SCALE: NOT TO SCALE DATE: SEPTEMBER 13, 2006 DRAWN BY: LDH V:\CAD\NEW STANDARDS PPROVED: PUBLIC ORKS DIRECTOR CD-113 SITE ENTRANCE SIGNAGE - R100B CITY OF DUBLIN CALIFORNIA DWG CD-113 (BOTTOM SIDE OF PLATE) FOR 1" CAV FOR 2" CAV 8" STEEL CAP WELDED ON 1" X 4" STAINLESS STEEL NAME PLATE DUBLIN SAN RAMON SERVICES DISTRICT TUBING WALL THICKNESS IS 3/16" LID / PLATE SIZE 16-1/4" X 27" X 3/16" 20-1/4" X 33-1/4" X 3/16" NOTES' 1. VALVE COVER TO BE ON APPROVED MATERIALS LIST, OR APPROVED EQUAL. 2. CLEAN INTERIOR AND EXTERIOR OF STEEL WITH A WATER -BASED CLEANER. 3. APPLY PRIMER 2-3 MILLS THICK WITH TWO PART CATALYZED POLYAMID EPDXY PRIMER (HUNTER GREEN FOR POTABLE WATER OR PURPLE FOR RECYCLED WATER), OR APPROVED EQUAL PRIMER. 4. APPLY ALIPHATIC URETHANE FINISH TOP COAT. 5. VALVE VENT COVER AND LID TO BE PAINTED HUNTER GREEN FOR POTABLE WATER OR PURPLE FOR RECYCLED WATER. Dublin San Ramon Services District REVISION DATE JUN 2020 AIR RELEASE & VACUUM RELIEF VALVE VENT COVER REVISED BY RM/BD SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING W-27 AIR RELEASE & VACUUM RELIEF VALVE VENT COVER DUBLIN SAN RAMON SERVICES DISTRICT DWG W-27 NO SCALE 1/2" HEX HEAD BOLTS in 24" PIPE PER PLANS / FRAME OU TLET PLAN VIEW 1/4" GALV. STEEL CHECKERED PLATE COVER INLET SECTION A -A NOTES : 1. FRAMES, GRATES, AND CHECKER PLATE COVER SHALL BE RATED FOR H2O HWY. LOADING. 2. PIPE OPENINGS SHALL BE CAST INTO INLETS. GALV. STEEL FRAME & GRATE SEE NOTE 1 PRECAST INLET AND OUTLET STRUCTURES. CRUSHED ROCK 3. EITHER A 16"x16" OR 24"x24" CONCRETE BOX CAN BE USED PER DSRSD APPROVAL. Dublin San Ramon Services District REVISION DATE DEC 2019 GREASE AND SAND TRAP FOR TRASH ENCLOSURES REVISED BY BD SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING S-12A GREASE AND SAND TRAP FOR TRASH ENCLOSURES DUBLIN SAN RAMON SERVICES DISTRICT DWG S-12A NO SCALE GUTTER LINE TOOLED EDGE. -- DASHED LINE INDICATES PERMISSIBLE OPTION FOR CONSTRUCTION. 4" MINIMUM CLASS II AGGREGATE BASE CURB LINE P.C.C. CURB AND GUTTER AREA = 1.292 SQ. FT. CURB AND GUTTER SCALE: NOT TO SCALE DATE: SEPTEMBER 13, 2006 DRAWN BY: LDH V:\CAD\NEW STANDARDS APPROVED: PUBLIC WORKS DIRECTO CD-300 CURB AND GUTTER CITY OF DUBLIN CALIFORNIA DWG CD-300 z 0 OWNED AND MAINTAINED BY BUILDING PROPERTY OWNER SIDE SEWER LATERAL SEWER HOUSE SEWER 2' MAX. SEE SPEC. SEC. III-B2-4 NEW SEWER MAIN FINISHED ROAD GRADE SADDLE CONNECTION 3D CLASS A OR B CONCRETE REQUIRED WHEN SERVICE ANGLE GREATER THAN 30' NOTE: PROPERTY LINE, EASEMENT LINE, OR BACK OF SIDEWALK, AS APPLICABLE ONE-WAY SDR26 STANDARD CLEANOUT (NOTE 1) CURB SIDE SEWER PLAN FACE OF CURB OR EDGE OF PAVEMENT 5'-0" PVC APPROVED PLUG IN ALL FITTINGS FOR AIR TESTS, SEE SPEC. SEC. III-B4-2 ONE-WAY SDR26 STANDARD CLEANOUT (NOTE 1) EMBEDMENT REQUIREMENTS FOR SIDE SEWER SAME AS MAIN SEWER SIDE SEWER PROFILE CLEANOUT SHALL BE EQUAL IN SIZE TO SIDE SEWER. SEE SECTION III-A6 FOR LOCATION. 2. MIN. SLOPE SHALL BE 0.02 FT/FT (S=0.02). 3. SIDE SEWER, INCLUDING LATERAL SEWER AND HOUSE SEWER, IS OWNED AND MAINTAINED BY THE OWNER OF THE PROPERTY IT SERVES. 4. INSTALL SEWER OVERFLOW PREVENTION DEVICE ON ALL LATERALS. SEE DRAWING S-8A. OVERFLOW PREVENTION DEVICE - BUILDING DRAIN - POINT WHERE SANITARY PLUMBING FIRST PROJECTS FROM UNDER BUILDING FOUNDATION OVERFLOW PREVENTION DEVICE. SEE DETAIL S-8A DISTRICT INSPECTION JURISDICTION BANDED RUBBER COUPLING COUNTY OR CITY INSPECTION JURISDICTION 5. FOR SIDE SEWER REPLACEMENTS, AIR TEST REQUIRED AT 3 PSI FOR 3 MINUTES. 6. FOR SIDE SEWER REPAIRS, STAINLESS STEEL ADJUSTABLE REPAIR COUPLINGS ARE REQUIRED. 5 z 0 5 m Dublin San Ramon Services District DATE FEB 2021 TYPICAL SIDE SEWER INSTALLATION DESIGNED RM SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING S-8 TYPICAL SIDE SEWER INSTALLATION DUBLIN SAN RAMON SERVICES DISTRICT DWG S-8 NO SCALE NOTE 5 SELECT JOB EXCAVATED MATERIAL NOTES 2 & 6 #4 0 2" MAX._ #4 HOOPS 0 12 3" CLEAR CLASS A CONCRETE SEE SPEC. SEC. I-D10 SINGLE COVER 50#/100 SQ. FT. ROOFING PAPER FULL LENGTH JACKET, ALL PAPER LAPS 6" MIN. FULL WIDTH OF TRENCH AS EXCAVATED 0.D. OF PIPE BELL WARNING TAPE -CLASS 1 EMBEDMENT TRACER WIRE FOR ALL WATER MAINS O.D./4, 6 MIN. �Z U)0 .m Luc'LL aI U� N wU mf NVl 0 I O.D./2 w w m �? w w wo CL w PER SECTION I-D6 N /\\//\'/�/ NOTE 5 SELECT JOB EXCAVATED MATERIAL NOTES 2 & 6 WARNING TAPE TRACER WIRE FOR ALL WATER MAINS (TYP.) CLASS 1 EMBEDMEN� PER SECTION I-D6 CLASS A (NOTE 1) FULL WIDTH OF TRENCH 4" MIN. NOTES 3 & 4 NOTES 1. REQUIRED IN SPECIAL CASES SUCH AS WHERE LESS THAN MINIMUM COVER CAN BE ATTAINED. CLASS B -0.D._/4, 3" MIN. NOTES 3 & 4 5. FOR RESURFACING AND RESTORATION REQUIREMENTS, SEE SPEC. I-D9. 2. IMPORTED MATERIAL SHALL BE USED WHEN NATIVE MATERIAL IS 6. UNSUITABLE AS PER SPEC. SEC. I-D7. 3. SHALL BE 5 INCHES MIN. WHEN TRENCH BOTTOM IS UNSUITABLE AS PER SPEC. SEC I-D4-5. 4. ADDITIONAL EXCAVATION REQUIRED AT BELL ENDS TO MAINTAIN MIN. DEPTH OF AGGREGATE BELOW PIPE BELL. BACKFILL REQUIREMENTS ABOVE THE PIPE EMBEDMENT ZONE IN THESE STANDARD SPECIFICATIONS AND DRAWINGS APPLY ONLY WHEN THERE ARE NO GOVERNING CITY OR AGENCY REQUIREMENTS. 7. FOR TRENCH BOTTOMS WITH SOFT OR UNSTABLE MATERIAL, REFERENCE SPEC. SEC. I-D4-5. 8. PIPE EMBEDMENT MATERIAL SHALL BE FREE OF VEGETABLE MATTER, RECYCLED MATERIAL (INCLUDING RECYCLED AGGREGATE BASE), AND OTHER DELETERIOUS SUBSTANCES. Dublin San Ramon Services District DATE DEC 2019 STANDARD TRENCH SECTION FOR WATER AND SEWER MAINS AND SIDE SEWER INSTALLATIONS DESIGNED BD SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING G-1 STANDARD TRENCH SECTION FOR WATER AND SEWER MAINS AND SIDE SEWER INSTALLATIONS DUBLIN SAN RAMON SERVICES DISTRICT DWG G-1 NO SCALE r EXISTING CURB AND GUTTER EXISTING SIDEWALK #4x12" DOWELS 2-EACH SIDE 1/2" DIA. x 12" DOWELS ��'� CO 3' O.C. (MIN. 2) _I 1 1 1 1 Y_ " END INTERNAL SQUARE SQUARE / 1 DEEP SCORE LINE EXISTING CURB AND GUTTER WEAKENED PLANE JOINT ® 10' O.C. REPLACEMENT SIDEWALK NEW SIDEWALK CLASS II AGGREGATE BASE OWELS @ 3' O.C. (MIN. 2) PER STD CD-305 WHEN CURB & GUTTER ARE TO BE REPLACED, REPAIR A.C. PAVING AT THE DIRECTION OF THE ENGINEER (1' MIN.) SECTION A -A NOTE: 1. SEE CD-302 FOR DETAILS. SIDEWALK REPLACEMENT WITH DOWELS SCALE: NOT TO SCALE DATE: SEPTEMBER 13, 2006 DRAWN BY: LDH V:\CAD\NEW STANDARDS APPROVED: PUBLIC WORKS DIRECTOR CD-303 SIDEWALK REPLACEMENT WITH DOWELS CITY OF DUBLIN CALIFORNIA DWG CD-303 PAVED SURFACE CONCRETE BOX WITH ADA-COMPLIANT LID PER NOTE 3 CAST IN PLACE CONCRETE 4" MIN - DRAIN ROCK OVERFLOW ..'-RELIEF VALVE • �4 FNPT THREADED ,PLUG ADAPTER �fTWO-WAY STANDARD CLEANOUT (TYPE 1-TYPICAL INSTALLATION) BALL TO ELIMINATE EMISSION OF ODORS AND ACCESS OF RODENTS 4" NPT OR PLAIN END REMOVE STANDARD CLEANOUT PLUG FINISHED GRADE 3" MIN. SEE NOTE 2 TWO-WAY STANDARD CLEANOUT 4" MIN. FINISHED GRADE SHALL SLOPE AWAY FROM THE BUILDING (TYPE 2-ALTERNATIVE OPTION) NOTE: 1. AN OVERFLOW RELIEF VALVE PER DSRSD APPROVED MATERIALS LIST IS REQUIRED ON ALL NEW SIDE SEWER CONNECTIONS, REPAIRS AND ALTERATIONS TO EXISTING SIDE SEWERS. 2. SPECIFIC LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND THE PROPERTY OWNER SUCH THAT THE TOP ELEVATION OF THE OVERFLOW DEVICE IS A MINIMUM OF SIX INCHES BELOW THE LOWEST FINISHED FLOOR ELEVATION OF THE CONNECTED BUILDING. 3. IN TRAFFIC AREAS USE 12"x12" TRAFFIC -RATED CONCRETE DRAIN BOX WITH G-5 CAST IRON, ADA-COMPLIANT GRATE. IN NON -TRAFFIC AREAS USE 8" ROUND CONCRETE BOX WITH CAST-IRON, ADA-COMPLIANT GRATED LID (F-8 BOX). BOX AND GRATE SHALL BE AS LISTED IN THE DSRSD APPROVED MATERIALS LIST OR APPROVED EQUAL. Dublin San Ramon Services District DATE FEB 2021 TYPICAL OVERFLOW RELIEF VALVE INSTALLATION DESIGNED RM SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING S-8A TYPICAL OVERFLOW RELIEF VALVE INSTALLATION 4 DUBLIN SAN RAMON SERVICES DISTRICT DWG S-8A NO SCALE SSURFACE \ \ NVROOFING EXISTING STORM DRAIN, RECYCLED WATER MAIN, A OR SANITARY SEWER OR BOND CONCRETE PAPER BREAKER CRADLE 1 D J__ '/I/� D/2 6" MINIMUM -\1 d a . 4" " � 1" STYROFOAM 1.5D 1.5D 8" MIN 1111 PIPE EMBEDMENT SEE SPEC. SEC. I-D6 `` CLASS 1 EMBEDMENT .. /%// PER SECTION I-D6 •.. .: PA 3" MIN NEW POTABLE WATER, RECYCLED WATER, OR SANITARY SEWER MAIN T\ / / / / / / / // CENTER A FULL PIPE LENGTH ON CROSSING PIPE CENTERLINE SECTION ABOVE SECTIONS APPLY TO N.T.S.ID 1. SANITARY SEWER CROSSING UNDER EXISTING STORM DRAIN OR SANITARY SEWER 2. RECYCLED WATER CROSSING UNDER EXISTING STORM DRAIN OR RECYCLED WATER 3. POTABLE WATER CROSSING UNDER EXISTING STORM DRAIN N.T.S. NEW POTABLE WATER, RECYCLED . CLASS 1 EMBEDMENT WATER, OR SANITARY SEWER MAIN . _ PER SECTION I-D6 3" SEE NOTE 2 ROOFING PAPER D/4, 6" MIN EXISTING STORM DRAIN, RECYCLED WATER MAIN, SEE DWG. G-1, CLASS A TRENCH SECTION FOR DETAILS OF THIS OR SANITARY SEWER •//� ARCH ENCASEMENT 8" MIN. (TYP) ABOVE SECTIONS APPLY TO' 1. SANITARY SEWER CROSSING OVER EXISTING 2. RECYCLED WATER CROSSING OVER EXISTING 3. POTABLE WATER CROSSING OVER EXISTING N.T.S. STORM STORM STORM DRAIN OR SANITARY SEWER DRAIN OR RECYCLED WATER DRAIN NOTES: 1. CROSSING OF POTABLE WATER MAINS, RECYCLED WATER MAINS, AND SANITARY SEWERS: SEPARATION, CONSTRUCTION, AND PIPE CRITERIA SHALL BE AS REQUIRED BY SECTION I-05 AND THE STATE WATER RESOURCES CONTROL BOARD (APPENDIX C). 2. IF CLASS 2 AGGREGATE BASE MATERIAL CANNOT BE ATTAINED, THEN RAISE PIPE CRADLE TO CONTACT LOWER HALF OF NEW PIPE. PROVIDE ROOFING PAPER OR BOND BREAKER BETWEEN NEW PIPE AND CONCRETE AS SHOWN IN SECTION 1 ABOVE. 3. APPROVAL OF THE DISTRICT ENGINEER REQUIRED TO USE ABOVE DETAILS. Dublin San Ramon Services District DATE MAY 2022 CLOSE CROSSING DETAIL DESIGNED RM SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING G-3 CLOSE CROSSING DETAIL DUBLIN SAN RAMON SERVICES DISTRICT DWG G-3 NO SCALE MIN. 12" THICK AC CAP (8" ON LOCAL RESIDENTIAL) OR 1" MORE THAN EXISTING AC, WHICHEVER IS GREATER AC REPLACEMENT SEE NOTE 6) EXISTING GUTTER FINAL SAWCUT LINE TRENCH BACKFILL (SEE DETAIL B) 12" MIN. TYP. (SEE NOTE 4) PERMANENT SURFACING (SEE DETAIL A) TRENCH BACKFILL (SEE NOTE 3) FINAL 2" AC PLUG (SEE NOTE 13) AC REPLACEMENT (SEE NOTE 7) PARALLEL TRENCH INITIAL SAWCUT (TYP.) TRANSVERSE OR LONGITUDINAL TRENCH DETAIL "A" 1 z1- 0 0 z w °O N WIDTH BACKFILL REQUIREMENTS DETAIL "B" 12" MIN. 95% COMPACTION (MAX. 6" LIFTS) D/3 OR 12" MIN. D TRENCHL_ OF DU TRENCH BACKFILLING AND RESURFACING SCALE. NOT TO SCALE APPROVED: DATE: SEPTEMBER 13, 2006 DRAWN BY: LDH PUB C WORKS DIRECT R CD-801 TRENCH BACKFILLING AND RESURFACING CITY OF DUBLIN CALIFORNIA DWG CD-801 LATERAL SEWER CONNECTION 1/8 BEND LATERAL SEWER CONNECTION MANUFACTURED WYE FITTING (SEE NOTE I) DRY CONNECTION DRILL HOLE IN SEWER TO RECEIVE WYE SADDLE CLAMP SADDLE INSTALLED WITH A 1/8" NEOPRENE GASKET AND TYPE 316 STAINLESS STEEL CLAMPS EXIST. SEWER MAIN EXIST. SEWER MAIN (TYP) SHEAR BAND RUBBER COUPLING WITH TYPE 316 STAINLESS STEEL CLAMP (TYPE) 30' (PREFERRED) CLAMP SADDLE SECTION NTS WET TAP CONNECTION (SEE NOTE 2) NOTES: 1. MANUFACTURED WYE SADDLE INSTALLED ON SEWER SECTION WITH PLAIN ENDS. 2. APPROVAL OF DISTRICT ENGINEER REQUIRED FOR WET CONNECTION. 3. PRE -CONSTRUCTION AND POST -CONSTRUCTION TELEVISION INSPECTION REQUIRED IN THE PRESENCE OF DSRSD CONSTRUCTION INSPECTOR. Dublin San Ramon Services District DATE DEC 2019 LATERAL SEWER CONNECTION TO EXISTING SEWER MAIN DESIGNED BD SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING S-9 LATERAL SEWER CONNECTION TO EXISTING SEWER MAIN DUBLIN SAN RAMON SERVICES DISTRICT DWG S-9 NO SCALE 1. THIS IS A GRAPHICAL REPRESENTATION OF APPENDIX C OF SEPARATION OF WATER MAINS AND NON -POTABLE PIPELINES, EXCEPT FOR NOTE 6. 2. WHERE A WATER MAIN SHALL BE INSTALLED IN THE SAME SIDE OF THE STREET AS ON -STREET PARKING, THE WATER MAIN SHALL BE 7.-0" FROM THE FACE OF CURB. ON STREETS WITHOUT ON -STREET PARKING, THE WATER MAIN SHALL BE AT LEAST 5.-0" FROM THE FACE OF CURB. AS MEASURED FROM THE FACE OF CURB TO THE CENTERLINE OF THE MAIN. 3. WATER MAINS SHALL MAINTAIN A MINIMUM 5.-0" HORIZONTAL CLEARANCE (EDGE TO EDGE) FROM VALLEY GUTTERS. 4. WATER MAINS SHALL MAINTAIN A MINIMUM 4.-0" HORIZONTAL CLEARANCE (EDGE TO EDGE) FROM THE EDGE OF THE ASPHALT PAVEMENT IN PRIVATE STREETS WHERE A CURB AND GUTTER ARE NOT PRESENT. 5. WATER MAINS SHALL MAINTAIN A MINIMUM 10.-0" HORIZONTAL CLEARANCE (EDGE TO EDGE) FROM SANITARY SEWER MAINS OR PIPELINES CONVEYING HAZARDOUS FLUIDS SUCH AS FUELS, INDUSTRIAL WASTES, AND WASTEWATER SLUDGE. UNDER NO CIRCUMSTANCES WILL THE DISTRICT ALLOW A HORIZONTAL CLEARANCE LESS THAN 5.-0". 6. WATER MAINS SHALL MAINTAIN A MINIMUM 5.-0" HORIZONTAL CLEARANCE (EDGE TO EDGE) FROM STORM DRAINS, OTHER WATER MAINS, TERTIARY RECYCLED WATER PIPELINES OR OTHER UTILITIES. 7. WATER MAINS SHALL MAINTAIN A MINIMUM 8.-0" HORIZONTAL CLEARANCE (EDGE TO EDGE) FROM ANY HORIZONTAL PROJECTION OF A BUILDING. INCLUDING ANY BUILDING FOUNDATION WALL OR PROJECTION OF A BUILDING THAT IS WITHIN 23.-0" IN HEIGHT ABOVE THE FINISHED GRADE ABOVE THE MAIN. THE DISTRICT MAY REQUIRE CLEARANCES GREATER THAN 8.-0" DEPENDING ON FACTORS SUCH AS WATER MAIN SIZE, PRESSURE, OR HORIZONTAL DEFLECTIONS IN THE MAIN. 6" FACE OF CONCRETE CURB SEE NOTE 2 WATER MAIN TOP OF PAVEMENT SEE NOTE 5 SANITARY SEWER OR HAZARDOUS FLUID MAIN. SEE NOTE 5 CONCRETE VALLEY GUTTER SEE NOTE 3 WATER MAIN SEE NOTE 5 NO HORIZONTAL / PROJECTIONS WITHIN/ THIS AREA SEE NOTE 7 THIS SHEET SEE NOTE 7 1.-0" MIN CLEARANCE. -(:SEE NOTE 6 )-STORM DRAIN, ANOTHER WATER MAIN, OR OTHER UTILITY. SEE NOTE 6 Dublin San Ramon Services District DATE JAN 2021 CLEARANCE REQUIREMENTS FOR WATER MAINS FROM OTHER UTILITIES AND STRUCTURES DRAWN BY RM SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING G-6 CLEARANCE REQUIREMENTS FOR WATER MAINS FROM OTHER UTILITIES AND STRUCTURES DUBLIN SAN RAMON SERVICES DISTRICT DWG G-6 NO SCALE NOTES: 1. ALL WORK IS TO BE DONE IN ACCORDANCE WITH CALTRANS STANDARD SPECIFICATION AND/OR PROVISIONS. 2. MINIMUM COVER TO FINISH GRADE SHALL BE 36" FOR LOCAL STREETS AND 42" FOR THOROUGHFARE STREETS. 3. TRENCHES SHALL BE BACKFILLED WITH CLASS 2 AGGREGATE BASE AND COMPACTED TO 95 % RELATIVE COMPACTION (90% BELOW 5' DEPTH) AS TESTED BY CITY APPROVED LAB. NATIVE MATERIAL BACKFILLED TO 90% COMPACTION MAY BE USED IN LANDSCAPED AREA. 4. 12" MINIMUM (AT LEAST 6" BEYOND ANY PAVEMENT DAMAGED BY TRENCH EXCAVATION). 5. BEDDING - 6" MINIMUM CLASS AGGREGATE BASE AS APPROVED BY CITY ENGINEER. PIPE ZONE - BACKFILLED WITH CLASS II AGGREGATE BASE TO 95% COMPACTION. 6. WHEN DISTANCE BETWEEN EDGE OF AC CAP AND LIP OF GUTTER IS 24" OR LESS, ASPHALT PAVING SHALL BE REPLACED TO LIP OF GUTTER. 7. REMOVE AND REPLACE EXISTING AC WTH NEW AC IF PARALLEL TRENCH CUT IS WTHIN 2'. 8. IF STREET HAS BEEN OVERLAID WTH FABRIC, SPECIAL MEASURES, AS DIRECTED BY THE CITY ENGINEER, SHALL BE TAKEN TO INSURE INTEGRITY OF FABRIC. 9. UNSUITABLE MATERIALS SHALL BE REMOVED WHEN DIRECTED BY THE ENGINEER AND REPLACED WITH 3/4" CRUSHED ROCK OR GRAVEL. 10. PLACEMENT OF BACKFILL SHALL BE IN 6-INCH LIFTS EVENLY PLACED AND MECHANICALLY COMPACTED TO RELATIVE DENSITY AS SPECIFIED. 11. INITIAL CUT IN THE STREET PAVEMENT SHALL BE EQUAL TO THE WIDTH OF THE TRENCH WITH THE OPTION OF BEING JACKHAMMERED OR SAWCUT. 12. FINAL CUT IN THE STREET PAVEMENT SHALL BE ONE FOOT WIDER THAN THE TRENCH WIDTH AS SHOWN IN THE STANDARD DETAILS AND SHALL BE MADE BY SAWCUTTING ONLY. 13. WEDGE GRIND (2" DEEP) A MINIMUM OF 1 FOOT ON EACH SIDE OF TRENCH OPENING. TRENCH BACKFILLING AND RESURFACING SCALE: NOT TO SCALE DATE: SEPTEMBER 13, 2006 DRAWN BY: LDH V: \CAD\NEW STANDARDS APPROVED: PUBL WORKS DIRECT SHEET 2 OF 2 CD-801 TRENCH BACKFILLING AND RESURFACING CITY OF DUBLIN CALIFORNIA DWG CD-801 CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. @ 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS Oakland, CA 94607 Contractor OVERA Construction • SIEGFRIED Drawing Title DETAILS V Drawing No. C7.4 NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE Project Number: 23204 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 P O N M L K J H G F E C B A CONCRETE BLOCK, 4'-6" SQUARE SIDED PARALLEL TO OR AT RIGHT ANGLES TO EDGE OF PAVEMENT. FORM VERTICAL EDGES AT TOP. CLASS "3" CONCRETE. AC ROADWAY I�=.14-4 .. GROUT PRECAST INLET SHALL BE SANTA7 III —II ROSA CAST PRODUCTS DRAWING'' 17 NO. M46E OR EQUIVALENT. NOTE: ORIENT ECCENTRIC CONE FOR STEPS SO THEY ARE NOT OVER A PIPE OPENING. OUTLET PIPE 24" (MAX.) DIAMETER SEE STEP DETAIL AND NOTE 8 48" DIAMETER TWO #4 BARS EACH WAY #4 BARS ® 12")) 6" DIAMETER BASE J PRECAST MANHOLE WITH TYPE 1 BASE PRECAST MANHOLE, TYPE I BASE, FRAME & COVER 99 SCALE: NOT TO SCALE \\�\ � \ DATE: SEPTEMBER 13, 2006 \ DRAWN BY: LDH 9CIFOR� V:\CAD\NEW STANDARDS APPROVED: PUBLI Cy WORKS DIRECTO SHEET 1 OF 3 PRECAST MANHOLE, TYPE I BASE, FRAME & COVER CITY OF DUBLIN CALIFORNIA CD-407 NO SCALE SET SCREWS FOR EXTENSION RING. 3 REQUIRED EQUALLY SPACED GROUT HOLES (OPTIONAL) 4 — EQUALLY SPACED 1/32" MACHINED SURFACES 26 1/4" 25 5/16" 31 1/2" BLIND PICK HOLE MANHOLE FRAME ASTM GRID PATTERN SECTION A —A TYPICAL FRAME AND COVER DETAIL PRECAST MANHOLE, TYPE I BASE, SCALE: NOT TO SCALE DATE: SEPTEMBER 13, 2006 DRAWN BY: LDH V:\CAD\NEW STANDARDS APPROVED: PUBLIC WORKS DIRECTO EDGE PRY HOLE FRAME & COVER SHEET 2 OF 3 PRECAST MANHOLE, TYPE I BASE, FRAME & COVER CITY OF DUBLIN CALIFORNIA CD-407 NO SCALE RECESS TO RECEIVE SET SCREW EXTENSION RING VARIES 1 1/2" TO 4" RECESS TO RECEIVE SET SCREW AT 1/3 POINTS TYPICAL CAST IRON EXTENSION RING SEE NOTE 7 NOTES 1. ALL REINFORCED CONCRETE SHALL BE CLASS "2" (590 LBS. PC PER CUBIC YARD). 2. ALL CONCRETE JOINTS SHALL BE CLEANED, WETTED, AND MORTARED PRIOR TO SETTING NEXT SECTION. JOINTS SHALL THEN BE PATCHED, TROWELED, AND BRUSHED SMOOTH. 3. TYPE I MANHOLE BASES ARE FOR USE WITH PIPES TO 24" IN DIAMETER AND WHERE THERE IS SUFFICIENT COVER TO USE MINIMUM LENGTH MANHOLE BARREL, ECCENTRIC CONE AND COVER FRAME. TYPE 11 MANHOLE BASES (STD. PLAN CD-408) ARE FOR USE WITH PIPES TO 42" IN DIAMETER. TYPE III MANHOLE BASES (STD PLAN CD-409) ARE FOR USE WITH PIPES TO 60" DIAMETER. MANHOLE BASES FOR PIPES LARGER THAN 60" IN DIAMETER SHALL REQUIRE A SPECIAL DESIGN. TOP OF MANHOLE BOTTOM OF MANHOLE STEP DETAIL SEE NOTE 8 4. FRAME AND EXTENSION RINGS MUST BE SECURED BY PAVEMENT OR CONCRETE BLOCK. 5. MANHOLE COVER FRAME SHALL BE ADJUSTED TO CONFORM TO GRADE AND CROSS SLOPE OF PAVEMENT. 6. MANHOLE FRAME AND COVER SHALL BE PHOENIX IRON (OAKLAND) MODEL P-1090 OR SOUTH BAY FOUNDRY (LODI) MODEL A-640 OR APPROVED EQUIVALENT. 7. USE OF EXTENSION RINGS IS LIMITED BY 18" MAXIMUM MANHOLE THROAT LENGTH. EXTENSION RINGS ARE ALLOWED FOR CONFORMS TO PAVEMENT OVERLAYS ONLY. 8. STEPS SHALL BE STEEL REINFORCED POLYPROPYLENE PLASTIC, SANTA ROSA CAST PRODUCTS CO. DWG. NO. PS2—PF OR EQUIVILANT. STEPS TO BE CAST IN PLACE OR PRESS FITTED INTO PROVIDED HOLES AS PER MANUFACTURER. INSTALL STEPS WITH LOWEST RUNG 1'-0" ABOVE THE FLOOR AND HIGHEST RUNG NOT MORE THAN 6" BELOW TOP OF MANHOLE. THE SPACING BETWEEN STEPS SHALL NOT EXCEED 1'-0" AND SHALL BE UNIFORM THROUGHOUT THE LENGTH OF THE WALL. PLACE STEPS IN THE WALL WITHOUT A PIPE OPENING. NO STEPS REQUIRED WHERE DISTANCE FROM FLOOR OF MANHOLE TO TOP OF MANHOLE IS LESS THAN 2'-6". PRECAST MANHOLE, TYPE I BASE, FRAME & COVER SCALE: NOT TO SCALE DATE: SEPTEMBER 13, 2006 DRAWN BY: LDH V:\CAD\NEW STANDARDS APPRO DIRECT PUBLI WORKS ,/ SHEET 3 OF 3 CD-407 PRECAST MANHOLE, TYPE I BASE, FRAME & COVER CITY OF DUBLIN CALIFORNIA CD-407 NO SCALE 'D' (SEE TABLE FOR DRIVEWAYS) -� ,C, 4,-0„V C B ► _ R/W • CURB LINE 0. ,�2'-0� 4'-0" -.I / BACK BACK OF , WALK 'A' CONFORM —\ 1 ' SLOPE 7-1/4" (P.C.C. SIDEWALK) PER FOOT S-Opf II, \-5 'Y�i. ��i fr -•44.71Tatt-114°''. •••=4c1.10:-0--i. ' R IE. 0.50' CLASS 'B' P.C. CONCRETE 0 33' CUSHION MATERIAL P.C.C. CURB & GUTTER 'C' (FT.) 'B' (FT.) 'A' (FT.) 7 4.5 0.5 8 5.0 1.0 9 5.0 2.0 10 5.0 3.0 COUNTY OF ALAMEDA * PUBLIC WORKS AGENCY DRIVEWAY DETAILS L EC. , A PROVED APPROVED �} REVISIONS COUNTY ENGINEER DRAWN EA CHECKED DATE JAN. 1993 SCALE NONE FILE NO. SD-313 1 of 3 DRIVEWAY DETAILS 4 COUNTY OF ALAMEDA PUBLIC WORKS AGENCY DWG SD-313 NO SCALE CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 SIEGFRIED Contractor Drawing Title DETAILS VI Drawing No. Construction E 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 Project Number: 23204 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 GLEASON DRIVE Know what's below. Call before you dig. • re a sgip qtp VINIPOLPIPOLIBTAII w ileiI„47 TRAINING AREA LEGEND 7//// LANDSCAPED AREA INFILTRATION TRENCH (MODIFIED) BIORETENTION AREA OR PLANTER 3" THICK COMPACTED GRAVEL ROOF RESILIENT SAFETY SURFACING TILES PEDESTRIAN CONCRETE HEAVY DUTY CONCRETE LIGHT DUTY ASPHALT PAVEMENT HEAVY DUTY ASPHALT PAVEMENT LIGHT DUTY VEHICULAR CONCRETE DRAINAGE MANAGEMENT AREA (DMA) DRAINAGE MANAGEMENT AREA (DMA) BOUNDARY FLOW DIRECTION 0' 10' 20' 40' SCALE: 1 "=20' CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 SIEGFRIED Contractor OVERAA\ Construction Drawing Title STORMWATER MANAGEMENT PLAN Drawing No. P N L J H F E D Project Number: 23204 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 1 PURPOSE: PROVISION C.3 OF THE MUNICIPAL REGIONAL STORMWATER NPDES PERMIT (MRP) REQUIRES TREATMENT OF IMPERVIOUS SURFACES USING GREEN INFRASTRUCTURE FOR BOTH PUBLIC AND PRIVATE DEVELOPMENT PROJECTS. BIORETENTION AREAS ARE EXPECTED TO BE THE MOST COMMON GREEN INFRASTRUCTURE APPLICATION IN PUBLIC RIGHT-OF-WAY (ROW). THE PURPOSE OF THE BIORETENTION AREA IS TO IMPROVE WATER QUALITY BY FILTRATION THROUGH THE BIOTREATMENT SOIL AND TO CONTROL RUNOFF PEAK FLOW RATES AND VOLUMES THROUGH STORAGE AND INFILTRATION. NOTES & GUIDELINES: 1. THE ENGINEER SHALL ADAPT PLAN AND SECTION DRAWINGS TO ADDRESS SITE -SPECIFIC CONDITIONS. 2. BIORETENTION AREA SHALL BE SIZED TO MEET THE REQUIREMENTS OF MRP PROVISION C.3 SIZING. 3. 48 HOUR MAXIMUM FACILITY DRAWDOWN TIME (TIME FOR MAXIMUM SURFACE PONDING TO DRAIN THROUGH THE BIOTREATMENT SOIL AFTER THE END OF A STORM). REFER TO C.3 TECHNICAL GUIDANCE MANUAL (ACCWP) FOR DRAINAGE CONSIDERATIONS. 4. A STORAGE LAYER OF CALTRANS STANDARD CLASS II PERMEABLE MATERIAL IS REQUIRED UNDER THE BIOTREATMENT SOIL. REFER TO C.3 TECHNICAL GUIDANCE MANUAL (ACCWP) FOR SPECIFICATIONS. 5. THE BIORETENTION AREA SLOPE IS TYPICALLY DESIGNED TO MATCH THE LONGITUDINAL SLOPE OF THE ADJACENT ROADWAY/SIDEWALK. THE BOTTOM OF THE BIORETENTION AREA, HOWEVER, SHOULD BE FLAT. CHECK DAMS SHALL BE USED TO TERRACE FACILITIES TO PROVIDE SUFFICIENT PONDING FOR SLOPED INSTALLATIONS. ENGINEER SHALL SPECIFY CHECK DAM HEIGHT AND SPACING. REFER TO DETAIL GI-7 FOR GUIDANCE ON CHECK DAM DESIGN. 6. DEPENDING ON THE DEPTH OF THE BIORETENTION AREA, ADDITIONAL STRUCTURAL CONSIDERATIONS MAY BE REQUIRED TO ADDRESS HORIZONTAL LOADING. REFER TO DETAIL GI-5 FOR GUIDANCE ON EDGE TREATMENTS. 7. WHEN FACILITY CONSTRUCTION IMPACTS EXISTING SIDEWALK, ALL SAW CUTS SHALL ADHERE TO CITY OF DUBLIN STANDARDS. SAW CUTS SHALL BE ALONG SCORE LINES OR ALONG CONSTRUCTION JOINTS, AS DETERMINED BY THE CITY ENGINEER, AND ANY DISTURBED SIDEWALK FLAGS SHALL BE REPLACED IN THEIR ENTIRETY. 8. BIORETENTION AREAS IN PUBLIC RIGHT OF WAY SHALL BE DESIGNED WITH AN EMERGENCY OVERFLOW. IN THE EVENT THE BIORETENTION AREA OVERFLOW DRAIN IS OBSTRUCTED OR CLOGGED, THE INUNDATION AREA SHALL BE CONTAINED WITHIN THE STREET AND SHALL NOT BE WITHIN ADJACENT PRIVATE PROPERTIES. 9. BIORETENTION AREA VEGETATION SHALL BE SPECIFIED BY LANDSCAPE DESIGN PROFESSIONAL. SEE C.3 TECHNICAL GUIDANCE MANUAL (ACCWP) FOR PLANT LIST AND VEGETATION GUIDANCE. 10. THE ENGINEER SHALL EVALUATE THE NEED FOR EROSION PROTECTION AT ALL INLET LOCATIONS. ALL COBBLES USED FOR ENERGY DISSIPATION SHALL BE GROUTED. 11. THE PROJECT PLANS SHALL SHOW ALL EXISTING UTILITIES AND INDICATE POTENTIAL UTILITY CROSSINGS OR CONFLICTS. 12. NO UTILITIES, NEW OR EXISTING, SHALL BE LOCATED WITHIN OR BELOW THE BIORETENTION AREA. 13. MINIMUM UTILITY SETBACKS AND PROTECTION MEASURES SHALL CONFORM TO CURRENT CITY OF DUBLIN STANDARDS AND OTHER UTILITY PROVIDER REQUIREMENTS. 14. VERTICAL SIDEWALLS EXTENDING INTO EXISTING STORM DRAIN PIPE TRENCH BACKFILL SHALL BE DESIGNED WITH A CONCRETE BACKFILL ACCEPTABLE TO THE CITY ENGINEER. 15. OVERFLOW RISER MUST BE FORMED SUCH THAT IT IS A MINIMUM OF 6" ABOVE THE BOTTOM OF THE SYSTEM INLET, OR AS DESIGNED. PLACE STRUCTURE ADJACENT TO PEDESTRIAN EDGE TO ALLOW FOR MONITORING ACCESS. 16. DETAILS WERE ADAPTED FROM SFPUC GREEN INFRASTRUCTURE TYPICAL DETAILS AND SPECIFICATIONS. 17. DETAILS WERE DEVELOPED BY GEOSYNTEC CONSULTANTS. ENGINEER CHECKLIST (SHALL SPECIFY, AS APPLICABLE): ❑ BIORETENTION AREA WIDTH AND LENGTH • DEPTH OF PONDING ❑ AMOUNT OF FREEBOARD PROVIDED ❑ DEPTH OF BIOTREATMENT SOIL (18" MIN) ▪ UNDERDRAIN SPECIFICATIONS AND LOCATION (IF FACILITY IS LINED PLACE UNDERDRAIN AT BOTTOM OF FACILITY) ▪ BIORETENTION SURFACE ELEVATION (TOP OF BIOTREATMENT SOIL) AT UPSLOPE AND DOWNSLOPE IENDS OF FACILITY ❑ CONTROL POINTS AT EVERY BIORETENTION WALL CORNER AND POINT OF TANGENCY ❑ DIMENSIONS AND DISTANCE TO EVERY INLET, OUTLET, CHECK DAM, SIDEWALK NOTCH, ETC. ❑ ELEVATIONS OF EVERY INLET, OVERFLOW RISER, STRUCTURE RIM AND INVERT, CHECK DAM, BIORETENTION AREA WALL CORNER, AND SIDEWALK NOTCH Q TYPE AND DESIGN OF BIORETENTION AREA COMPONENTS (E.G., EDGE TREATMENTS, INLETS/GUTTER MODIFICATIONS, UTILITY CROSSINGS, LINER, AND PLANTING DETAILS) El DEPTH AND TYPE OF NON -FLOATING MULCH (3" MIN) RELATED TECHNICAL GUIDANCE SOURCE BIORETENTION: - BIOTREATMENT SOIL MIX - CALTRANS CLASS II PERM LAYER STORAGE - PERFORATED UNDERDRAIN - NON -FLOATING MULCH C.3 TECHNICAL GUIDANCE MANUAL (ACCWP) BIORETENTION AREA: NOTES GREEN INFRASTRUCTURE TYPICAL DETAILS CITY OF DUBLIN PUBLIC WORKS SCALE: NOT TO SCALE DATE: MAY 11, 2018 DRAWN BY: K. K. CHECKED BY: A. R. APPROVED: PUBLIC WORKS DIRECTOR GI-1 I NOTES: 1. REFER TO GI-1 NOTES FOR GUIDELINES AND CHECKLIST. 2. ALL MATERIAL AND WORKMANSHIP FOR OVERFLOW STRUCTURES SHALL CONFORM TO CITY OF DUBLIN STANDARDS. 3. DESIGN OVERFLOW WEIR AND OUTLET PIPE TO CONVEY 10-YR, 24-HR STORM FLOW OR DESIGN INLET TO DIVERT FLOWS LARGER THAN THE DESIGN STORM DIRECTLY TO THE STORM DRAIN. LOCATE ALL OVERFLOW PIPES AT AN ELEVATION HIGHER THAN THE STORM SEWER HYDRAULIC GRADE LINE TO PREVENT BACKFLOW INTO THE BIORETENTION FACILITY. 4. STORM DRAIN OUTLET PIPES SHALL BE SIZED TO MEET HYDRAULIC REQUIREMENTS WITH APPROPRIATE COVER DEPTH AND PIPE MATERIAL. 5. PERFORATED UNDERDRAINS WITH CLEANOUT PIPES ARE REQUIRED. 6. MAINTENANCE ACCESS IS REQUIRED FOR ALL OUTLET STRUCTURES AND CLEANOUT FACILITIES. 12" (MIN) CLEARANCE WITHIN OVERFLOW STRUCTURE SHALL BE PROVIDED FOR MAINTENANCE ACCESS. 7. ENGINEER SHALL EVALUATE BUOYANCY OF STRUCTURES FOR SITE SPECIFIC APPLICATION AND SPECIFY THICKENED OR EXTENDED BASE / ANTI -FLOTATION COLLAR, AS NECESSARY. 8. SIZE OF GRATE SHALL MATCH SIZE OF RISER SPECIFIED IN PLANS, SHALL BE REMOVABLE TO PROVIDE MAINTENANCE ACCESS, AND SHALL BE BOLTED IN PLACE OR OUTFITTED WITH APPROVED TAMPER -RESISTANT LOCKING MECHANISM. MAXIMUM GRATE OPENING SHALL BE 2". 9. IF INTERIOR DEPTH OF OVERFLOW STRUCTURE EXCEEDS 5', A PERMANENT BOLTED LADDER AND MINIMUM CLEAR SPACE OF 30" BY 30" SHALL BE PROVIDED FOR MAINTENANCE ACCESS. 10. MINIMUM DIAMETER OF OPTIONAL GROUTED COBBLES SHALL BE LARGER THAN MAXIMUM GRATE OPENING. 11. GROUT ALL PENETRATIONS, CRACKS, SEAMS, AND JOINTS WITH CLASS "C" MORTAR. CAST IRON GRATE, SEE NOTE 8 ENGINEER TO SPECIFY ENGINEER TO SPECIFY ELEVATION FOR 6 - 12" PONDING DEPTH DESIGN PONDING ELEVATION WALL PENETRATION LATERAL OUTLET CONNECTION TO STORM DRAIN BELL AND SPIGOT JOINT (TYP) OR OTHER APPROVED ALTERNATIVE GRAVEL BASE ASTM NO. 57 12"(MIN) SEE NOTE 3 OPTIONAL GROUTED COBBLES, SEE NOTE 10 6"(MIN) `o^-nA0 o �AL 6" (MIN) 6" (MIN) f OVERFLOW STRUCTURE 4" (MIN) PERFORATED UNDERDRAIN, SEE GI-3A, NOTES 7 & 8 BIORETENTION COMPONENTS: OUTLET DETAIL GREEN INFRASTRUCTURE TYPICAL DETAILS CITY OF DUBLIN PUBLIC WORKS Atio SCALE: NOT TO SCALE DATE: MAY 11, 2018 DRAWN BY: K. K. CHECKED BY: A. R. APPROVED: PUBLIC WORKS DIRECTOR GI-4 BIORETENTION AREA WALL REINFORCING (TYP), SEE DETAIL GI-5 (2) #4 W/ 90° HOOK @ ENDS CONCRETE CHECK DAM, SEE NOTES 3 TO 8 \i //il/�/' /,/ \\,/e *<, 10' (MAX) TOP OF CHECK DAM, SEE NOTE 3 KEY OR EXPANSION JOINT (TYP) SECTION - CONCRETE CHECK DAM NOTES: 1. REFER TO GI-1 NOTES FOR GUIDELINES AND CHECKLIST. 2. UNDERDRAIN TO PASS THROUGH CHECK DAM IN NON -PERFORATED HDPE SDR 17 PIPE. PIPE FITTINGS SHALL BE USED TO ACCOMMODATE CHANGES IN GRADE, AS NEEDED. 3. HEIGHT AND SPACING OF CHECK DAMS SHALL BE ESTABLISHED BASED ON THE PONDING DEPTH REQUIRED TO MEET PROJECT HYDROLOGIC PERFORMANCE GOALS AND THE MAXIMUM DESIRED DROP FROM THE SURROUNDING GRADE TO THE FACILITY BOTTOM. 4. ALL MATERIAL AND WORKMANSHIP FOR CHECK DAM ASSEMBLY SHALL CONFORM TO CITY OF DUBLIN STANDARD SPECIFICATIONS. 5. CONCRETE CHECK DAM SHALL BE CONTINUOUS (NO JOINTS) AND REINFORCED WITH #4 BAR, PLACED AT 18" ON CENTER, EACH WAY. 6. CONCRETE CHECK DAM SHALL MEET STRUCTURAL REQUIREMENTS FOR LATERAL BRACING WHEN USED AS LATERAL BRACING. COORDINATE WITH ENGINEER. 7. TOP OF CHECK DAM TO BE LEVEL WITH CREST ELEVATION MATCHING PONDING ELEVATION UNLESS NOTCH SIZED TO CONVEY DESIGN FLOWS PROVIDED. 8. GROUT ALL PENETRATIONS, CRACKS, SEAMS, AND JOINTS WITH CLASS "C" MORTAR. WATER STOP, BOTH SIDES (TYP) UNDERDRAIN, SEE NOTE 2 DRAINAGE NOTCH (TYP), SEE DETAIL GI-3B TOP OF RAISED BIORETENTION AREA WALL HEIGHT AS SHOWN ON PROJECT PLANS OPTIONAL GROUTED COBBLES, AS NEEDED FOR ENERGY DISSIPATION WALL PENETRATION UNDERDRAIN PIPE FITTINGS SEE NOTE 2 b4-241 n, IIIIIIIIIIIII 3" (MIN) KEY I /!v�/ / PONDING ELEVATION, ENGINEER TO SPECIFY TOP OF SIDEWALK 2" FREEBOARD CONCRETE CHECK DAM, SEE NOTES 3 TO 8 11 I-1 1 1 I 1 I IIIII0IIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �j �jc- / \//\ //V , UNDERDRAIN, < SEE NOTE 2 AND f 6" (MIN) GI-3A, NOTE 7 PROFILE - CONCRETE CHECK DAM BIORETENTION COMPONENTS: CHECK DAM DETAIL GREEN INFRASTRUCTURE TYPICAL DETAILS CITY OF DUBLIN PUBLIC WORKS SCALE: NOT TO SCALE DATE: MAY 11, 2018 DRAWN BY: K. K. CHECKED BY: A. R. APPROVED: PUBLIC WORKS DIRECTOR GI-7 NOTES: 1. REFER TO GI-1 NOTES FOR GUIDELINES AND CHECKLIST. 2. AVOID UNNECESSARY COMPACTION OF EXISTING SUBGRADE BELOW AREA. 3. SCARIFY SUBGRADE TO A DEPTH OF 3" (MIN) IMMEDIATELY PRIOR TO PLACEMENT OF CALTRANS CLASS 2 PERMEABLE MATERIAL STORAGE LAYER AND BIOTREATMENT SOIL MATERIALS. 4. AGGREGATE STORAGE LAYER COMPRISED OF 12" MIN CALTRANS CLASS 2 PERMEABLE MATERIAL. 5. REFER TO C.3 TECHNICAL GUIDANCE MANUAL (ACCWP) FOR BIOTREATMENT SOIL MIX SPECIFICATIONS. INSTALL BIOTREATMENT SOIL AT 85% COMPACTION FOLLOWING BASMAA INSTALLATION GUIDANCE. 6. ANGLE OF REPOSE VARIES PER GEOTECHNICAL ENGINEER RECOMMENDATIONS. 7. UNDERDRAIN AND CLEAN OUT PIPE (1 MIN PER FACILITY) REQUIRED, REFER TO C.3 TECHNICAL GUIDANCE MANUAL (ACCWP) FOR DESIGN CONSIDERATIONS. UNDERDRAINS SHOULD BE ELEVATED 6" (MIN) WITHIN THE CALTRANS CLASS 2 PERMEABLE MATERIAL STORAGE LAYER TO PROMOTE INFILTRATION. IN FACILITIES WITH AN IMPERMEABLE LINER, THE UNDERDRAIN SHOULD BE PLACED AT THE BOTTOM OF THE CALTRANS CLASS 2 PERMEABLE MATERIAL STORAGE LAYER. 8. THE UNDERDRAIN IN ALL FACILITIES LOCATED IN THE PUBLIC RIGHT-OF-WAY SHALL BE VIDEO RECORDED AND PROVIDED TO THE CITY FOR REVIEW PRIOR TO PROJECT ACCEPTANCE. INLET NOT SHOWN, SEE DETAIL GI-6A & GI-6B ROADWAY PERMEABLE PAVERS, SEE DETAIL GI-5 2' (MIN) BACKFILL WITH NATIVE SOIL 6" - 12" PONDING DEPTH, DESIGNER TO SPECIFY 1 v,i,,, tti� \\A f 41kilkiiii ** I I \\\III OVERFLOW RISER WITH GRATE, SEE DETAIL GI-4 4" (MIN) PERFORATED UNDERDRAIN, SEE NOTES 7 & 8 2' (MIN) BOTTOM WIDTH 0 1 2" (MIN) FREEBOARD =III=III I\\\��\i\ �-III-18" (MIN)-\\\\\i 1 ��QQgg,OOn009K0 N4�12"(MIN)fl 6" (MIN)�nUU� Oc SCARIFIED AND UNCOMPACTED SUBGRADE, SEE NOTES 2 & 3 1' (MIN) 3" (TYP) MULCH EDGE CONDITION TO BE DESIGNED BY ENGINEER ANGLE OF REPOSE, SEE NOTE 6 BIOTREATMENT SOIL, SEE NOTE 5 CALTRANS CLASS II PERM STORAGE, SEE NOTE 4 BIORETENTION AREA: SLOPED SIDES CROSS SECTION GREEN INFRASTRUCTURE TYPICAL DETAILS CITY OF DUBLIN PUBLIC WORKS SCALE: NOT TO SCALE DATE: MAY 11, 2018 DRAWN BY: K. K CHECKED BY: A. R. APPROVED: PUBLIC WORKS DIRECTOR GI-3A NOTES: REFER TO GI-1 NOTES FOR GUIDELINES AND CHECKLIST. 2. THE ENGINEER SHALL ADAPT EDGE TREATMENT DESIGN TO ADDRESS SITE SPECIFIC CONSTRAINTS TO EFFECTIVELY STABILIZE ADJACENT PAVEMENT AND MINIMIZE LATERAL MOVEMENT OF WATER. 3. STANDARD CURB EDGE (WHEN SPACE AVAILABLE): A. PERMEABLE PAVER STRIP (2' MIN WIDTH) REQUIRED IF SPRAY IRRIGATION IS USED TO COMPLY WITH WATER EFFICIENT LANDSCAPE ORDINANCE.. B. REFER TO CITY OF DUBLIN MEDIAN DETAIL (TBD) FOR PERMEABLE STRIP AND UNDERLYING AGGREGATE SPECIFICATIONS. C. ANGLE OF REPOSE VARIES PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS. 4. VERTICAL SIDE WALLS (WHEN SPACE LIMITED): A. ALL BIORETENTION AREA WALLS SHALL EXTEND TO BOTTOM OF AGGREGATE STORAGE LAYER OR DEEPER. MINIMUM DEPTHS SHALL BE DESIGNED TO PREVENT LATERAL SEEPAGE INTO THE ADJACENT PAVEMENT SECTION. B. FOOTING OR LATERAL BRACING SHALL SHALL BE DESIGNED BY THE ENGINEER TO WITHSTAND ANTICIPATED LOADING ASSUMING NO REACTIVE FORCES FROM THE UNCOMPACTED BIOTREATMENT SOIL. C. BIORETENTION AREA WALLS EXTENDING MORE THAN 36" BELOW ADJACENT LOAD -BEARING SURFACE, OR WHEN LOCATED ADJACENT TO PAVERS, SHALL HAVE FOOTING OR LATERAL BRACING. FOOTING OR LATERAL BRACING MAY BE EXCLUDED ONLY IF THE ENGINEER DEMONSTRATES THAT THE PROPOSED WALL DESIGN MEETS LOADING REQUIREMENTS. WALL SHALL NOT ENCROACH INTO TREATMENT AREA. D. CONTRACTOR TO PROVIDE 3" MINIMUM COVER OVER ALL LATERAL BRACING FOR PLANT ESTABLISHMENT. E. ALL CONSTRUCTION COLD JOINTS SHALL INCORPORATE EPDXY, DOWEL/TIE BAR, KEYWAY, OR WATER STOP. 12" 18" 18" ROADWAY WITHOUT PARKING CURB AND PARKING STRIP OR GUTTER 2' (MIN) i,..„„_ r trif..„,.;,,,..t., %„\.. \\ „ \\.\�\ PONDING DEPTH, EQUAL TO ELEVATION OF OUTLET PERMEABLE PAVERS, SEE NOTE 3 /\\v\\vim\' STANDARD CURB EDGE AT BIORETENTION BASIN COMBINED CURB AND PARKING STRIP OR GUTTER WITH MONOLITHIC WALL EXTENSION, SEE NOTE 4 ROADWAY WITHOUT PARKING SEE NOTE 4E #4 @ 12" O.C. (HOR), (3) MIN #4 @ 12" O.C. (VERT) @ Q WALL SHALL EXTEND AT LEAST 6' BELOW BOTTOM OF ROAD SECTION BACKFILL WITH NATIVE SOILj\ ANGLE OF REPOSE SEE NOTE 3C BIORETENTION BASIN, SEE DETAIL GI-3A 10' (MAX) 3" (MIN) COVER, I SEE NOTE 4D KEY OR EXPANSION JOINT SIDEWALK / PLAZA CONCRETE BIORETENTION AREA WALL, SEE DETAIL GI-3B LATERAL BRACING, SEE NOTE 4B EXTENDED BIORETENTION AREA WALL WITH LATERAL BRACING BIORETENTIONI COMPONENTS: EDGE TREATMENT DETAIL GREEN INFRASTRUCTURE TYPICAL DETAILS CITY OF DUBLIN PUBLIC WORKS SCALE: NOT TO SCALE DATE: MAY 11, 2018 DRAWN I3Y: K. K. CHECKED BY: A. R. 31\ \\\\ / \\ /\/ /\/ /\/ / /\\,\O 00o0oO� o0o000-' /\ 0�0000 t 0�� /\ \ � \\\\�7�� \\Q C% ' /VO��O��O�O \\ci?\ci?\ci?\ci?\ci?\ci?\ci?\�� 0 0 0 `v /\\\ \O\O\O\O\O\OOciDO INFILTRATION TRENCH (MODIFIED) DETAIL APPROVED: PUBLIC WORKS DIRECTOR \ \; • EDGE TREATMENT (TYP), SEE DETAIL GI-5 3' (MIN) CURB AND GUTTER ROADWAY WITH PARKING COURTESY STRIP, ENGINEER TO SPECIFY WIDTH 2" FREEBOARD 6" (MAX) PONDING DEPTH, ENGINEER TO SPECIFY OVERFLOW RISER WITH GRATE, SEE DETAIL GI-4 COMPACTED SUBGRADE, SEE NOTE 4 SCARIFIED AND UNCOMPACTED SUBGRADE, SEE NOTES 2 & 3 SEE NOTE 5 - SIDEWALK PER CITY STANDARD PLAN 1" DRAINAGE NOTCH 2" FREEBOARD BIOTREATMENT SOIL, SEE GI-3A, NOTE 5 CALTRANS CLASS II PERM STORAGE, SEE GI-3A, NOTE 4 4" (MIN) PERFORATED UNDERDRAIN, SEE GI-3A, NOTES 7 & 8 BIORETENTION AREA WITH VERTICAL SIDE WALLS R 0.75" PER DPW STANDARDS (TYP) 6" (TYP) EXPOSED WALL KEY OR EXPANSION JOINT PER CITY OF DUBLIN APPROVAL (TYP), ENGINEER TO SPECIFY EDGE CONNECTION DRAINAGE NOTCH (TYP) SLOPE TO BIORETENTION AREA SIDE VIEW FRONT VIEW DRAINAGE NOTCH DETAIL NOTES: 1. REFER TO GI-1 NOTES FOR GUIDELINES AND CHECKLIST. 2. AVOID UNNECESSARY COMPACTION OF EXISTING SUBGRADE BELOW BIORETENTION AREA. 3. SCARIFY SUBGRADE TO A DEPTH OF 3" (MIN) IMMEDIATELY PRIOR TO PLACEMENT OF AGGREGATE STORAGE AND BIOTREATMENT SOIL MATERIAL. 4. FOR STRUCTURAL SUPPORT, SUBGRADE UNDER WALLS ONLY COMPACTED PER ENGINEER SPECIFICATIONS. 5. MAXIMUM DROP FROM TOP OF CURB TO TOP OF BIOTREATMENT SOIL SHALL INCLUDE CONSIDERATIONS FOR BIOTREATMENT SOIL SETTLEMENT. THE DROP IS THE SUM OF PONDING DEPTH (6" TYP), FREEBOARD (2" TYP), AND CURB HEIGHT (6" TYP). DEPRESSED GUTTER 2" AT OPENING BIORETENTION AREA: VERTICAL SIDE WALL CROSS SECTION GREEN INFRASTRUCTURE TYPICAL DETAILS CITY OF DUBLIN PUBLIC WORKS MATCH GUTTER - WIDTH TAPER GUTTER AT CURB CUT TO MATCH GUTTER SLOPE UPSLOPE AND DOWNSLOPE OF CURB CUT. 12" AGGREGATE SURFACE LAYER MIRAFI 140N OR APPROVED EQUAL 18" SAND LAYER NO SCALE ISOMETRIC MATCH - CURB WIDTH 12" (MIN) SEE NOTE 2 SCALE: NOT TO SCALE DATE: MAY 11, 2018 DRAWN BY: K. K. CHECKED BY: A. R. SPLASH APRON 2" GUTTER DEPRESSION AT FLOWLINE GUTTER UPSLOPE AND DOWNSLOPE OF CURB CUT SLOPE CONCRETE SPLASH APRON, NOT INTEGRAL TO CURB FULL WIDTH OF CURB CUT ROADWAY a" DIA. WEEP HOLES (TYP) APPROVED: PUBLIC WORKS DIRECTOR MATCH HEIGHT OF CURB UPSLOPE AND DOWNSLOPE OF CURB CUT CONCRETE SPLASH APRON 6" (MIN), ENGINEER TO SPECIFY SECTION A METAL INLET ASSEMBLY 0.5" DIA. WEEP HOLES (TYP) HEADED CONCRETE 18" THICK END PLATE ANCHOR CENTER ON END PLATES ELEVATION NOTES: 1. REFER TO GI-1 NOTES FOR GUIDELINES AND CHECKLIST. BIORETENTION AREA OPTIONAL EROSION PROTECTION, SEE GI-1, NOTE 10 6" SECTION B 2. CURB CUT INLETS SHALL BE ADEQUATELY SIZED, SPACED, AND SLOPED TO MEET HYDRAULIC REQUIREMENTS. THE CURB CUT OPENING WIDTH SHALL BE SIZED BASED ON THE CATCHMENT AREA, LONGITUDINAL SLOPE ALONG THE CURB, AND THE CROSS SLOPE OF THE GUTTER OR ADJACENT PAVEMENT AT THE INLET. SEE SIZING EQUATIONS AND NOMOGRAPHS FOR CURB OPENING INLETS IN THE U.S. DEPARTMENT OF TRANSPORTATION HYDRAULIC ENGINEERING CIRCULAR NO. 27. 3. BOND NEW CURB AND GUTTER TO EXISTING CURB AND GUTTER WITH EPDXY AND DOWEL CONNECTION. 4. METAL INLET ASSEMBLY SHALL BE HOT -DIP GAVANIZED IN ACCORDANCE WITH ASTM A-123. BIORETENTION COMPONENTS: GUTTER CURB CUT INLET DETAIL GREEN INFRASTRUCTURE TYPICAL DETAILS CITY OF DUBLIN PUBLIC WORKS PERFORATED SUBDRAIN PIPE IN FILTER FABRIC SLEEVE 18" DRAIN ROCK LAYER SCALE: NOT TO SCALE DATE: MAY 11, 2 018 DRAWN BY: K. K. APPROVED: PUBLIC WORKS DIRECTOR CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. @ 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS Oakland, CA 94607 SIEGFRIED Contractor Construction Drawing Title STORM WATER TREATEMENT DETAILS Drawing No. 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 Project Number: 23204 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R P O N M L K J H G F E C B A GLEASON DRIVE IRRIGATION POINT OF CONNECTION: CONNECT TO EXISTING 3/4" RECYCLED WATER METER. ACTUAL LOCATION. • • • • • • • • • • te • • 7 0 0 0 Tr- 0 9 O 9 • 0 0 0 w 1 1/2" WATER METER TO 1 12" BACKFLOW PREVENTER TO BE 1 1/2" COPPER TYPE K MAINLINE 0 7 • • o-o • 7 • ft 0 0 0 • A 9 CLASSROOM BUILDING f1 II II II II 0 1 1 0 0 1 II II II II e a O 0 v 0 0 O 0 0 yr 0 0 • r rrm T111 �111�rT' II III !I 7 IMF TRAINING TOWER V 7 1TITI 111111= _1I o • 00 • 0 Know what's below. Call before you dig. IRRIGATION EQUIPMENT AND PIPING IS DIAGRAMMATIC FOR GRAPHICAL CLARITY. 1. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. 2. AVOID ANY CONFLICTS BETWEEN THE IRRIGATION SYSTEM AND PLANTING AND ARCHITECTURAL FEATURES. IRRIGATION LEGEND SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Rain Bird RWS-B-C-P w/ RWS-SOCK 1400 Series Root Watering System with 4in. diameter x 36in. long with locking grate, 104 1402 semi -rigid mesh tube. Check Valve, Purple Grate, and Sand Sock. 1401 0.25 GPM, two per tree, typical. SYMBOL EB 0 SYMBOL A 1 MV (BF) FS • MANUFACTURER/MODEL/DESCRIPTION QTY Rain Bird XCZ-100-PRB-R Wide Flow Drip Control Kit. Purple Cap. Non -Potable Use. 1 in. PESBR Valve 11 and 1 in. Pressure Regulating 40psi Basket Filter. 5-20 GPM. With 150 mesh stainless steel screen. Rain Bird XCZ-150-LCDR-R High Flow Control Zone Kit, Purple Cap. Non -Potable Use. 1-1/2in. PESB-R Scrubber Globe Valve with high -capacity filter and Pressure Regulating system (PRS) fixed at 40psi. Flow range: 20 - 62 GPM. With 150 mesh stainless steel screen. 1 Rain Bird XCZ-LF-100-PRF-R Low Flow Drip Control Kit, Purple Cap, Non -Potable Use 1 in. Low Flow 3 Valve, 3/4in. Pressure Regulating RBY Filter, and 30psi Pressure Regulator. With 150 mesh stainless steel screen. Rain Bird MDCFPCAP Dripline Flush Valve purple cap in compression fitting coupler. For non -potable water use. 15 Rain Bird ARV050 15 1/2in. Air Relief Valve, Rain Bird OPERIND 15 Drip System Operation Indicator. Area to Receive Dripline Rain Bird XFS-06-12-NP (Bioretention Areas) XFS Non potable Sub -Surface Pressure Compensating Dripline w/Copper Shield Technology. 0.6 GPH emitters at 12" O.C. Laterals spaced at 12" apart, with emitters offset for triangular pattern. UV Resistant. Specify XF insert fittings. Area to Receive Dripline Rain Bird XFS-06-18-NP (Shrub Areas) XFS Non potable Sub -Surface Pressure Compensating Dripline w/Copper Shield Technology. 0.6 GPH emitters at 18" O.C. Laterals spaced at 18" apart, with emitters offset for triangular pattern. UV Resistant. Specify XF insert fittings. MANUFACTURER/MODEL/DESCRIPTION QTY Rain Bird PESBR 9 1in., 1-1/2in., and 2in. Durable. Purple Flow Control Handle. Rain Bird 44-NP 1 in. Brass Quick -Coupling Valve, Locking Non -Potable Purple Rubber Cover, and 2-Piece Body. Nibco T-113 Class 125 bronze gate shut off valve with wheel handle, same size as mainline pipe diameter at valve location. Superior 3100-RW 1-1/2" Normally Open Brass Master Valve that Provides Dirty Water Protection. With Purple Cross Handle for Reclaimed Water Use. 12 6 1 Zurn 975XL2 1-1/2" 1 Reduced Pressure Backflow device. Leed-free. Rain Bird ESPLXIVM-LXMM 60 Station, 2-Wire Controller w/ Smart Valve Technology. (1) ESPLXIVM 1 60-Station, Indoor/Outdoor, Plastic Wall -Mount Enclosure. Installed in LXMM Powder Coated, Metal Wall -Mounted Cabinet. Rain Bird FD-101TURF Field Decoder for Two -Wire system. Install in valve box for valve. Operates 25 one valve/solenoid. Use line surge protection as per manufacturerft.s directions. Rain Bird LSP-1TURF 6 Line surge protection decoder directly to the ground rod or ground plate Rain Bird SMRT-Y Soil Moisture Sensor Kit. 24VAC @ 50/60 Hz. Operating temperature: -4 degrees F to 158 degrees F. Survival temperature: -40 degrees F to 185 degrees F. UL, CUL, C-TICK certifications. 12 Rain Bird WR2-RFS 1 Wireless Rain/Freeze Sensor. Mounted on enclosure. Creative Sensor Technology FSI-B15-001 1.5in. Brass tee type flow sensor w/FIPT threads, Bronze alloy mounting tee 1 and ultra lightweight impeller. 2 wire digital output compatible w/all irrigation controllers. Water Meter 3/4" 1 Irrigation Point of Connection: connect to existing 3/4" recycled water meter. Irrigation Mainline: PVC Schedule 40 (1 1/2") Irrigation Mainline: Type K Copper Pipe (1 1/2") Pipe Sleeve: PVC Schedule 40 Typical pipe sleeve for irrigation pipe. Min. size 2x diameter of pipe being sleeved. Extend sleeves 18" beyond edges of paving or construction. Valve Callout Valve Number Valve Flow Valve Size PROPOSED TREES REFERENCE EXISTING TREES REFERENCE I WILL COMPLY WITH THE CRITERIA OF THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE AND APPLY THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE AND IRRIGATION DESIGN PLANS. • 0' 10' 20' 40' CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor OvERAA Construction • 7 SIEGFRIED Drawing Title IRRIGATION PLAN Drawing No. L1.O ROBERT J. NORB AS, JR., RLA 5595 SCALE: 1 "=20' Project Number: 23204 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 REFERENCE DATA HYDROZONE INFORMATION TABLE REFERENCE SCHEDULE HYDROZONE CALCULATION REFERENCE Ks = Species factor Per WUCOLS List: .1 - Very Low .2 - Low .5 - Medium .8 - High Kd = Density factor Plant Spacing & layering 0.8 - Low 1.0 - Average 1.3 - High Kmc = Micro -climate factor Relative to open field conditions 0.7 - Low 1.00 - Average 1.3 - High KL = Landscape Coefficient Calculation factor Irr Type = Method of Irrigation Overhead spray, bubbler, or drip IE = Irrigation Effieciency Value based on irrigation method PR = Precipitation Rate Value based on irrigation method BIR = Basic Infiltration Rate Infiltration rate based on type of soil AW = Available Water Amount of water per inch of soil available to plant assuming field -saturated condition RZ = Depth of Root Zone Depth placed on plant material PAW = Plant Available Water Water available to plant based on root zone, depth, & soil type MAD = Management Allowable Depletion Percentage of plant available water allowed to be depleted from usable soil profile AD = Allowable Depletion Plant available water allowed to be lost to avoid reaching permanent wilting point MAXIMUM APPLIED WATER ALLOWANCE (MAWA) ESTIMATED TOTAL WATER USE (ETWU) IRRIGATION EQUIPMENT AND PIPING IS DIAGRAMMATIC FOR GRAPHICAL CLARITY. 1. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. 2. AVOID ANY CONFLICTS BETWEEN THE IRRIGATION SYSTEM AND PLANTING AND ARCHITECTURAL FEATURES. IRRIGATION SCHEDULING NOTE PROJECT INCLUDES A NEW IRRIGATION SYSTEM AND REQUIRES THE FOLLOWING MEASURES TO BE MET: 1. IRRIGATION MUST BE SCHEDULED BETWEEN 9:00 P.M. AND 6:00 A.M. UNLESS WEATHER CONDITIONS PREVENT IT. 2. OPERATION OF THE IRRIGATION SYSTEM OUTSIDE THE NORMAL WATERING WINDOW IS ALLOWED FOR AUDITING AND SYSTEM MAINTENANCE. 3. TOTAL ANNUAL APPLIED WATER SHALL BE LESS THAN OR EQUAL TO MAXIMUM APPLIED WATER ALLOWANCE (MAWA) AS CALCULATED PER THE POTABLE WATER USE REDUCTION REQUIREMENTS. PIPE SIZING SCHEDULE (SCH 40 PVC) FOR LATERAL LINES IN DRIP AREAS BEYOND THOSE SHOWN ON PLAN, CONTRACTOR SHALL FIELD SIZE BASED ON THE FOLLOWING TABLE: PIPE SIZE MAXIMUM GALLONS PER MINUTE (GPM) 3/4" 8 GPM 1" 12 GPM 1-1/4" 22 GPM 1-1/2" 30 GPM 2" 50 GPM 2-1/2" 80 GPM LANDSCAPE SUMMARY TOTAL IRRIGATED LANDSCAPE AREA XXXX SF MAXIMUM APPLIED WATER ALLOWANCE (MAWA) XXXX GALLON/YR ESTIMATED TOTAL WATER USE (ETWU) XXXX GALLON/YR I WILL COMPLY WITH THE CRITERIA OF THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE AND APPLY THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE AND IRRIGATION DESIGN PLANS. CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASA K I ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor °VERA Construction ■ ■ SIEGFRIED Drawing Title IRRIGATION CALCULATIONS Drawing No. L1.1 ROBERT J. NORB AS, JR., RLA 5595 Project Number: 23204 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 GLEASON DRIVE Know what's below. Call before you dig. / ////// //////// P'/ // // // / // // // // // ///// ///// // // // // // // / / / / / / / / /4/////////////// / / //f//////// /� ////////// ////////// / / / / / / / / / / / / / / / / //4///// / / / / / / / / / / / / / / / / / / / / / / / / 0 0 0 0 /////////// / / / / / // AID/ //. / / o//// o 00 o o_ o /// / / / / /// / / // /// / /+/ / / / / / / / / / / / / / / / EXISTING TREES TO REMAIN AND BE PROTECTED DURING CONSTRUCTION 40 ////////////////// //�////////////////////_//////////;////////////////////////////////////////////////////////////////// 9,0,0 > /9v9o0,0ooA/// CLASSROOM BUILDING 0000n n00000n_ n0000or, �O0000 ///// ////// Igo/ //////dd///// // ///////0c/// /// 00// ///a// //0o/// / 00 o- -o o° °o o° 00000 000000o °0o0oo° 0000° / / / / / / / / / / / / / / / / / 0 0 0 0 I IT1T111 1I111I �I FriII TRAINING TOWER ImITITI LLI_LL TRAINING AREA / / / / / / / / ////_ _ / / 40 r t7 TREE LEGEND SYMBOL CODE BOTANICAL / COMMON NAME CONT QTY TREES o +O 0 O 0 °°°OO000°°°°° AGO BUR Agonis flexuosa'Burgundy' / Burgundy Peppermint Tree 24"box 7 ARB MRN Arbutus x'Marina' / Marina Strawberry Tree Standard 24"box 6 CER OCC Cercis occidentalis / Western Redbud 24"box 6 GLE SH2 Gleditsia triacanthos inermis 'Shademaster' / Shademaster Honey Locust 36"box 11 LAG PRI Lagunaria patersonii / Primrose Tree MEL QUI Melaleuca quinquenervia / Paperbark Tree SCH MOL Schinus molle / California Pepper BARK MULCH Recycled Natural chip bark mulch. 3" thick layer minimum. Landscape planting areas within the project site to receive chip bark mulch. Not installed in bioretention areas. EXISTING TREES To remain and be protected during construction I WILL COMPLY WITH THE CRITERIA OF THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE AND APPLY THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE AND IRRIGATION DESIGN PLANS. ROBERT J. NORB AS, JR., RLA 5595 0' 48"box 8 24"box 8 36"box 6 10' 20' 40' SCALE: 1 "=20' CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record 570 I0th Street, Suite 201 Oakland, CA 94607 SIEGFRIED Contractor Drawing Title TREE PLAN Drawing No. Project Number: 23204 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 17, o 0 GLEASON DRIVE Know what's below. Call before you dig. • 0 ******•••* ***** ** 00000000000000000000 • 0j Ii"1 11I.6 • 0• 0 0 0• p 0 0.0 0 0• O o• 00000000000000000000o°oir) 0 0 (10 0 0 P 0 0000o00000000000000000 1 000 SHRUB & GROUNDCOVER LEGEND SYMBOL CODE BOTANICAL / COMMON NAME CONT WATER USE QTY LARGE SHRUBS CAR ELI Carpenteria californica 'Elizabeth' / Elizabeth Bush Anemone 5 gal M 51 Cistus x purpureus / Orchid Rockrose 5 gal L 45 Grevillea x'Robyn Gordon' / Robyn Gordon Grevillea 15 gal L 5 Heteromeles arbutifolia / Toyon 15 gal L 1 Ribes speciosum / Fuchsia Flowering Gooseberry 5 gal L 3 Agave vilmoriniana / Octopus Agave 5 gal L 42 ANI HAR Anigozanthos x'Harmony / Harmony Yellow Kangaroo Paw 1 gal L 50 FAR GIG Farfugium japonicum giganteum / Giant Leopard Plant 1 gal M 12 LAV GRO Lavandula x intermedia 'Grosso' / Grosso Lavendin 1 gal L 52 Myrtus communis'Variegata' / Variegated Common Myrtle 15 gal L 22 TEU AZU Teucrium fruticans 'Azureum' / Azure Bush Germander 5 gal L 32 Asparagus densiflorus'Myers' / Myers Asparagus Fern 1 gal M 47 EPI HUM Epilobium canum / California Fuchsia 1 gal L 170 SAL BEE Salvia x'Bee's Bliss' / Bee's Bliss Sage 1 gal L 32 ORNAMENTAL GRASSES LEY CAN Leymus condensatus 'Canyon Prince' / Canyon Prince Giant Wild Rye 1 gal L 51 LOM IRA Lomandra longifolia'Breeze' / Breeze TM Mat Rush 1 gal L 488 SYMBOL CODE BOTANICAL / COMMON NAME CONT WATER USE QTY D O CIS PUR GRE GOR HET ARB RIB SPE MEDIUM SHRUBS AGA VIL 11ac • MYR VA2 VINE HAR THE GROUNDCOVERS EPI EV2 • HEL WIS LIR BIG MYO F12 SEN BLU TEU CHA SMALL SHRUBS ASP DEN BIORETENTION CHO TEC Chondropetalum tectorum / Small Cape Rush 5 gal L 238 LEY WIL Leymus triticoides / Wild Rye 1 gal L 201 MIM AUR Mimulus aurantiacus / Sticky Monkeyflower 5 gal VL 235 Hardenbergia violacea 'Happy Wanderer' / Lilac Vine Trellis 15 gal M 16 Epilobium canum latifolium 'Everett's Choice' / Everett's California Fuchsia 1 gal L 23 Helianthemum nummularium'Wisley Pink' / Wisley Pink Sunrose 1 gal L 54 Liriope muscari 'Big Blue' / Big Blue Lilyturf 1 gal M 89 Myoporum parvifolium 'Fine Leaf Form' / Fine Leaf Trailing Myoporum 1 gal L 75 Senecio mandraliscae 'Blue Chalk Sticks' / Senecio 1 gal L 42 Teucrium chamaedrys / Germander 1 gal L 123 PROPOSED TREES REFERENCE EXISTING TREES REFERENCE I WILL COMPLY WITH THE CRITERIA OF THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE AND APPLY THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE AND IRRIGATION DESIGN PLANS. ROBERT J. NORB AS, JR., RLA 5595 0' 10' 20' 40' SCALE: 1 "=20' CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record 570 10th Street, Suite 201 Oakland, CA 94607 SIEGFRIED Contractor Drawing Title SHRUB & GROUNDCOVER PLAN Drawing No. Project Number: 23204 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 SET CONTROLLER 60" ABOVE FINISHED GRADE UNLESS OTHERWISE NOTED. CONTROLLER AS SPECIFIED. SECURELY BOLT CONTROLLER TO WALL. INSTALL BACKUP BATTERIES AS REQUIRED. GROUND AS PER MFG. SPECIFICATIONS. 2" DIAMETER RIGID STEEL CONDUIT FOR 110 VAC ELECTRICAL SOURCE. INSTALL PER LOCAL ELECTRICAL CODES. 0 BUILDING FINISH FLOOR w § w W J < 0 cD I WALL -MOUNTED CONTROLLER 2" DIAMETER RIGID STEEL CONDUIT FOR RCV WIRES. 12"X12"X4" STEEL JUNCTION BOX. GROUP WIRE BUNDLES AND SPLICE TO 18 GA. WIRES WITH TERMINAL STRIP AS PER SPECIFICATIONS. 2" DIAMETER RIGID STEEL CONDUIT FOR RCV WIRES. NO SCALE ALL IRRIGATION PRODUCTS SHALL BE INSTALLED WITH (NP) NON -POTABLE PRODUCTS AND REQUIRED LABELING. 2" IN PLT. AREA, FLUSH IN TURF 2" IN PLT. AREA, FLUSH IN TURF NOTES: 1. FITTINGS TO BE SAME SIZE AS QUICK COUPLING VALVE. ALL IRRIGATION PRODUCTS SHALL BE INSTALLED WITH (NP) NON -POTABLE PRODUCTS AND REQUIRED LABELING. 3" MIN. LOCKING VALVE BOX INDICATOR POP-UP PA-80 ADAPTER WITH SCHEDULE 40 THREADED CAP MULCH FINISH GRADE 12" POPUP BODY SCH 80 NIPPLE LATERAL TEE OR ELL LATERAL PIPE NOTES: 1. CONTRACTOR TO LOCATE THE OPERATION INDICATOR(S) IN AN INCONSPICUOUS LOCATION AS TO AVOID BEING VANDALIZED. 2. ONE PER DRIP VALVE STATION. 3. LOCATED WITHIN 8 FEET OF VALVE BOX. LOCKING VALVE BOX FINISHED GRADE 10" DIA. CLASS 160 SLEEVING GATE VALVE MALE ADAPTER PVC PIPING 3/4" GRAVEL DRAIN ROCK FINISHED GRADE QUICK -COUPLING VALVE LOCKING COVER PLASTIC VALVE BOX WITH COVER & BOLT DOWN LOCK (CONCRETE BOX AND LID IN PAVED AREAS) PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 3-INCH MINIMUM DEPTH OF PEA GRAVEL PVC SCH 40 STREET ELL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 STREET ELL PVC SCH 40 TEE OR ELL PVC SCH 40 ELL PVC MAINLINE PIPE #4 18" REBAR WITH STAINLESS STEEL GEAR CLAMPS 1/2" PVC STREET ELLS (3) 11111 lam SCH 40 PVC 45 DEG. ELBOW CONTROL WIRES WITH TWELVE INCH (12") MIN. EXPANSION COIL 5X PIPE DIA TONE FITTING FOUR (4) 4"X8" BRICKS SCH. 80 PVC MALE ADAPTER CONTROL WIRES WITH TWELVE INCH (12") MIN. EXPANSION COIL FLOW SENSOR AND BODY 10X PIPE DIA. MI MASTER VALVE 3" THICK LAYER OF PEA GRAVEL OR APPROVED EQUAL NOTES: 1. MASTER VALVE AND FLOW SENSOR SHALL BE OF MAKE AND MODEL NUMBER AS PRESCRIBED PER THE CONTROLLER MANUFACTURER'S SPECIFICATIONS. 2. INSTALL MASTER VALVE AND FLOW SENSOR PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 3. FLOW SENSOR WIRE SHALL BE PER THE CONTROLLER MANUFACTURER'S SPECIFICATIONS. 4. MASTER VALVE WIRE SHALL BE 14 AWG OR LARGER. COLOR: BLACK. 0 MASTER VALVE AND FLOW SENSOR LAYOUT //////////I FOUR (4) 4"X8" BRICKS IRRIGATION MAINLINE TO FLOW SENSOR RECTANGULAR VALVE BOX WITH LOCKING LID FINISH GRADE %" WELDED WIRE MESH SCH 40 PVC BUSHING REDUCER SCH 40 PVC 45 DEG. ELBOW 5. ALL WIRE RUNS SHALL BE CONTINUOUS WITHOUT ANY SPLICES. WIRE CONNECTIONS SHALL BE MADE USING DBR-Y/6 CONNECTORS OR APPROVED EQUAL. 6. CONTRACTOR SHALL STABILIZE VALVES DURING INSTALLATION UNTIL BACKFILL IS COMPLETE. 7. INLET PIPE LENGTH OF SENSOR MUST BE 10X PIPE DIAMETER. STRAIGHT, CLEAN RUN OF PIPE, NO FITTINGS OR TURNS. OUTLET PIPE LENGTH OF SENSOR MUST BE MINIMUM 5X PIPE DIAMETER OF STRAIGHT CLEAN RUN OF PIPE, NO FITTINGS OR TURNS. 8. INSTALL WIRE MESH UNDER GRAVEL. NO SCALE EXTEND PVC 12" ABOVE FINISH GRADE AND CLOSE WITH ORANGE PAINTED END CAP. MAINLINE SLEEVE TO EXTEND 24" BEYOND BACK OF CURB OR EDGE OF PAVEMENT. TOP OF SLEEVE TO BE PLACED A MINIMUM OF 3" BELOW THE BOTTOM OF THE ROAD BASE. 24" MIN. z L_ \ Iv" 5CH 40 PVC PIPE \/, �VA\\jA\A\jVA\V\\\i\v/VVA TEMPORARY MARKER. TO BE REMOVED WHEN PIPE IS INSTALLED. PIPE SLEEVE WITH 90 ELBOW NO SCALE 2" IN PLANTING AREA, FLUSH IN TURF NOTE: CONTRACTOR SHALL STABILIZE VALVE DURING INSTALLATION UNTIL BACKFILL IS COMPLETE. LOCKING VALVE BOX CONTROL WIRE ELECTRIC VALVE TEMPORARY 90 DEG PVC ELBOW FINISHED GRADE TRUE -UNION BALL VALVE WITH THREADED ENDS SCH 80 NIPPLE BRICK (TYP. OF 4) SCH 80 NIPPLE MAINLINE FITTING, SEE SPECS. SCH 80 NIPPLE REMOTE CONTROL VALVE WITH BALL VALVE NO SCALE MULCH ALL IRRIGATION PRODUCTS SHALL BE INSTALLED WITH (NP) NON -POTABLE PRODUCTS AND REQUIRED LABELING. 2" IN PLT. AREA, FLUSH IN TURF LOCKING VALVE BOX 17MM BARBED ELL, TYP. OF 2 POLYETHYLENE DISTRIBUTION TUBING FINISHED GRADE 8" GALVANIZED TUBING STAKE. 17mm BARBED MANUAL SHUTOFF VALVE POLYETHYLENE DISTRIBUTION TUBING COMMON BRICK, 3 TOTAL PLACED CENTER ON VALVE BOX EDGE 3/4" ANGULAR DRAIN ROCK ALL IRRIGATION PRODUCTS SHALL BE INSTALLED WITH (NP) NON -POTABLE PRODUCTS AND REQUIRED LABELING. 9"X10" CIRCULAR VALVE BOX Z 12" 14"X19" RECTANGULAR VALVE BOX 12" 13" X 20" OR LARGER VALVE BOX SIDEWALK OR EDGE OF PAVING NOTES: 1. CENTER BOX OVER VALVE TO FACILITATE SERVICING VALVE. 2. SET BOXES 2" ABOVE FINISH GRADE OR MULCH COVER IN GROUND COVER/SHRUB AREA AND FLUSH WITH FINISH GRADE IN TURF AREA. 3. SET VALVE BOX ASSEMBLY IN GROUND COVER/SHRUB AREA WHERE POSSIBLE. INSTALL IN LAWN AREA ONLY IF GROUND COVER/SHRUB AREA DOES NOT EXIST ADJACENT TO LAWN. 4. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. 5. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOX EDGES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOX SIDES. 6. VALVE BOXES SHALL HAVE BOLT DOWN LIDS WITH BOLTS INSTALLED. VALVE BOX NO SCALE 2" IN PLANTING AREA, FLUSH IN TURF BUBBLER (0.50 GPM) ROOT WATERING SYSTEM (INCLUDES BUBBLER AND GRATE) FINISHED GRADE -IN PLANTERS OR BOTTOM -u OF TREE GRATE IN TREE WELLS. PEA GRAVEL -Y2" TO %" 1/2 -INCH PVC SCHD 80 NIPPLE 1/2-INCH 90-DEGREE EBLOW I.PS FLEX HOSE SWING ASSEMBLY, LENGTH VARIES 1/2-INCH MALE NPT INLET PVC SCH 40 TEE LATERAL PIPE 4-INCH BASKET WEAVE CANISTER NOTES: 1. BUBBLERS ARE REQUIRED FOR TREES. TWO BUBBLERS PER TREE ARE TO BE PLACED ON OPPOSITE SIDES OF ROOTBALL. 2. USE PROPER RATED GLUE FOR I.P.S. FLEX HOSE. 1 O DEEP ROOT WATERING SYSTEM NO SCALE MULCH FINISHED GRADE 2" IN PLT. AREA, FLUSH IN TURF PVC LATERAL ALL IRRIGATION PRODUCTS SHALL BE INSTALLED WITH (NP) NON -POTABLE PRODUCTS AND REQUIRED LABELING. BUBBLER TREE ROOT BALL BUBBLER I.P.S. FLEX HOSE SCH 40 PVC PVC SCH 40 TEE TOP VIEW LOCKING VALVE BOX 2" AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINTS IN DRIP ZONE STAKE PVC SCH 40 FEMALE ADAPTER POLYETHYLENE DISTRIBUTION TUBING BRICK (1 OF 2) MASTER VALVE MAINLINE PIPE FROM BACKFLOW PREVENTION DEVICE b FLOW 10X DIA. OF PIPE 5X DIA. OF PIPE SCH. 40 PVC REDUCER SCH. 40 PVC COUPLING MAINLINE PIPE TO IRRIGATION SYSTEM FLOW RUN FLOW SENSOR NOTES: 1. FLOW SENSOR SHALL BE OF MAKE AND MODEL AS RECOMMENDED BY THE CONTROLLER MANUFACTURER. 2. FLOW SENSOR WIRE SHALL BE PER MANUFACTURER'S SPECIFICATIONS. 3. MASTER VALVE WIRE SHALL BE DIRECT BURIAL 14 AWG WIRE (OR LARGER). COLOR: BLACK. 4. ALL WIRE RUNS SHALL BE CONTINUOUS WITHOUT ANY SPLICES. 5. SEE MASTER VALVE DETAIL AND FLOW SENSOR DETAIL FOR FURTHER INFORMATION. 6. FLOW RUN PIPE SHALL BE REDUCED DOWN ONE (1) PIPE SIZE AS INDICATED. MASTER VALVE AND FLOW SENSOR LAYOUT NO SCALE SLEEVING UNDER HARDSCAPE HARDSCAPE MAINLINE LATERAL MAINLINE LATERAL PIPE AND WIRING - v N ` 0 WIRING Q -►Q LLATERAL PIPE 6" MIN. RUN WIRING BENEATH AND BESIDE MAINLINE. TAPE AND BUDLE AT 10' INTERVALS. 1 PLAN VIEW PIPE z N O ALL SOLVENT WELD PLASTIC PIPING TO BE SNAKED IN TRENCH AS SHOWN. z X X 4"-6" TIE A 24" LOOP IN ALL WIRING AT CHANGES OF DIRECTION OF 30° OR GREATER. UNTIE AFTER ALL CONNECTIONS HAVE BEEN MADE. NOTES: 1. SLEEVE 24" BELOW ALL HARDSCAPE ELEMENTS WITH SCH. 40 PVC TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. 3. SNAKE ALL PLASTIC PIPING IN TRENCHES FROM SIDE TO SIDE AS SHOWN, AT A 50' INTERVAL. PIPE AND WIRE TRENCHING NO SCALE 25 PSI PRESSURE REGULATOR SCH 80 PVC UNION LATERAL LINE TO DRIP SYSTEM BRICK SUPPORTS (4 COMMON BRICKS REQUIRED) 11 2" IN PLANTING AREA, FLUSH IN TURF LOCKING VALVE BOX VALVE LABEL FOR # ON CONTROLLER �'' I .,Yeltea I MillaNIIM- A rialik . `��+p I SCH 40 BALL VALVE (*) Mp a sesesesesest FINISH GRADE CONTROL WIRES NOTES: 1. MIN. AND MAX. FLOW RATE - PER MANUFACTURER. 2. (*) PARTS IN DRIP ZONE KIT. 3. INSTALL WIRE MESH UNDER GRAVEL. REMOTE CONTROL VALVE -DRIP SCH 40 PVC MALE ADAPTER SCH 40 PVC ELL (SxS) CONTROL WIRES TO CONTROLLER PVC MAINLINE FITTING NO SCALE CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION Project 09/27/2024 100% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record Contractor SHAH KAWASAKI ARCHITECTS OVERAA Construction 570 10th Street, Suite 201 Oakland, CA 94607 ■ • SIEGFRIED Drawing Title LANDSCAPE DETAILS I Drawing No. L3.0 DRIP SYSTEM OPERATION INDICATOR NO SCALE MANUAL FLUSH VALVE NO SCALE 1 AIR RELIEF VALVE NO SCALE Project Number: 23204 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 MULCH COMPRESSION TEE INLINE DRIP EMITTER OUTLET / \ \i:iA/y/ //, />/z ON -SURFACE DRIPLINE FINISH GRADE TIE DOWN STAKE: WITH BEND (TYPICAL) NOTE: 1. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM AND FIVE FEET IN CLAY. 2. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE -DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. ON -SURFACE DRIPLINE STAKING NO SCALE PVC SUPPLY PIPE FROM VALVE (SIZED TO MEET LATERAL FLOW DEMAND) PREFABRICATED DRIPLINE HEADER PERIMETER DRIPLINE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA ON -SURFACE DRIPLINE TIE -DOWN STAKES OPERATION INDICATOR PRE -INSTALLED BARB FITTING FLUSH POINT WITH PVC CAP OR OPTIONAL PVC BALL VALVE MULCH PRE -INSTALLED BARB FITTING PREFABRICATED DRIPLINE HEADER STAINLESS STEEL I� \ CLAMP MALE ADAPTER INSERT PVC RISER PIPE DRIP MANIFOLD BURIAL DEPTH PVC SCH 40 ELL PVC SUPPLY MANIFOLD TOTAL LENGTH OF SELECTED DRIPLINE SHOULD NOT EXCEED LENGTH PER MANUFACTURER BARB X BARB INSERT TEE OR CROSS PERIMETER OF AREA FLUSH POINT WITH PVC CAP _ 1?" OR OPTIONAL PVC BALL VALVE PREFABRICATED DRIPLINE HEADER NOTE: 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE INSTALLATION SPECIFICATIONS PER MANUFACTURER. 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACING PER MANUFACTURER'S SPECIFICATIONS. 3. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM AND FIVE FEET IN CLAY. 4. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE -DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. i ON -SURFACE DRIPLINE - CURVED EDGE LAYOUT NO SCALE DECODER COMMUNICATION CABLE BLUE COMMUNICATION CABLE DIRECT BUR AL WIRE CONNECTORS BLUE DECODER WHITE WHITE SOLENOID WIRE DIRECT BURIAL WIRE CONNECTORS SOLENOID (VALVE), MASTER VALVE, OR BOOSTER PUMP / VALVE (MAXIMUM 1) NOTE: 1. MAXIMUM LENGTH OF SECONDARY WIRE PATH (14 AWG) FROM DECODER TO SOLENOID IS 450 FEET. 2-WIRE DECODER WIRING DIAGRAM NO SCALE BARB ELBOW 17X17MM • = . • • = • • . • = • • 21 21 11 INLINE DRIP EMITTER OUTLET, SEE PLANS FOR DRIPLINE OUTLET SPACING ON -SURFACE DRIPLINE BARB TEE 17X17X17MM BLANK DRIP TUBING LENGTH AS REQUIRED MULCH BARB COUPLING 17X17MM FINISH GRADE TIE DOWN STAKE: WITH BEND (TYPICAL) BARB MALE ADAPTER: 17MM X 2" MPT / 17MM X 4" MPT • jai= PVC LATERAL SUPPLY HEADER PVC TEE SXSXT NOTE: 1. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM AND FIVE FEET IN CLAY. 2. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE -DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. ON -SURFACE DRIPLINE - DRIPLINE RISER ASSEMBLY NO SCALE PREFABRICATED DRIPLINE HEADER PRE -INSTALLED BARB FITTING PVC SCH 40 CAP PERIMETER OF AREA OPERATION INDICATOR FLUSH POINT (TYPICAL) - SEE MANUFACTURER'S SPECIFICATIONS FOR FLUSH POINT INSTALLATION ON -SURFACE DRIPLINE OPERATION INDICATOR BARB X BARB INSERT TEE OR ELL PVC DRIP MANIFOLD FROM CONTROL VALVE KIT (SIZED TO MEET LATERAL FLOW DEMAND) PERIMETER OF AREA PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA TIE -DOWN STAKES ON -SURFACE DRIPLINE NOTE: 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE INSTALLATION SPECIFICATIONS PER MANUFACTURER. 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACING PER MANUFACTURER'S SPECIFICATIONS. ON -SURFACE DRIPLINE - TYPICAL ISLAND LAYOUT PREFABRICATED DRIPLINE HEADER PRE -INSTALLED BARB FITTING FLUSH POINT WITH PVC CAP OR OPTIONAL PVC BALL VALVE OPERATION INDICATOR PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA ON -SURFACE DRIPLINE TIE -DOWN STAKES PRE -INSTALLED BARB FITTING PREFABRICATED DRIPLINE HEADER 7 PERIMETER OF AREA FLUSH POINT WITH PVC CAP OR OPTIONAL BALL VALVE MALE ADAPTER INSERT STAINLESS STEEL CLAMP PRE -INSTALLED BARB FITTING PREFABRICATED DRIPLINE HEADER PVC SCH 40 RISER PIPE DRIP MANIFOLD BURIAL DEPTH PVC SCH 40 ELL PVC DRIP MANIFOLD FROM VALVE (SIZED TO MEET LATERAL FLOW DEMAND) PER MANUFACTURER'S SPECIFICATIONS MULCH INSET A NOTE: 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE INSTALLATION SPECIFICATIONS PER MANUFACTURER. 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACING PER MANUFACTURER'S SPECIFICATIONS. ON -SURFACE DRIPLINE - END FEED LAYOUT NO SCALE PAVEMENT AND CURB PVC SCH 40 SLEEVE PIPE SIZED TWICE THE SIZE OF MANIFOLD PIPE SIZE PVC SCH 40 TEE OR ELL MALE ADAPTER INSERT STAINLESS STEEL CLAMP PRE -INSTALLED BARB FITTING PREFABRICATED DRIPLINE HEADER PVC SCH 40 RISER PIPE PVC SCH 40 ELL INSET A DRIP MANIFOLD BURIAL DEPTH INSET B PVC RISER PIPE PVC SUPPLY MANIFOLD PVC SCH 40 SLEEVE PIPE SIZED TWICE THE SIZE OF MANIFOLD PIPE SIZE 3. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM AND FIVE FEET IN CLAY. 4. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE -DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. NO SCALE FINISH GRADE GREEN/YELLOW WIRE FROM DECODER TO GROUNDING ROD BRASS CLAMPS (10F 2) GROUNDING ROD: 10 OHMS OR LESS TWO -WIRE CABLE TO NEXT DEVICE (FIELD DECODER, SENSOR DECODER, LINE SURGE PROTECTOR OR IRRIGATION CONTROLLER) 10-INCH VALVE BOX WITH COVER LINE SURGE PROTECTOR BLUE WIRE FROM DECODER TO DIRECT BURIAL WIRE CONNECTOR 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL COMMUNICATION WIRE TO NEXT DEVICE (FIELD DECODER, SENSOR DECODER, LINE SURGE PROTECTOR OR IRRIGATION CONTROLLER) NOTE: 1. LINE SURGE PROTECTOR SHOULD BE INSTALLED EVERY 500-FEET OR FOR EVERY EIGHT DECODERS ON TWO -WIRE PATH. 2. LINE SURGE PROTECTOR TO BE INSTALLED AT END OF WIRE RUN THAT TERMINATES IN THE FIELD (STAR CONFIGURATION). FIELD DECODER CONNECTION NO SCALE 12-INCH VALVE BOX WITH COVER SENSOR DECODER FINISH GRADE GREEN/YELLOW WIRE FROM DECODER TO GROUNDING ROD BRASS CLAMP (1 OF 2) TWO -WIRE CABLE TO NEXT DEVICE (FIELD DECODER, SENSOR DECODER, LINE SURGE PROTECTOR OR IRRIGATION CONTROLLER) GROUNDING ROD COMMUNICATION WIRE TO NEXT DEVICE (FIELD DECODER, SENSOR DECODER, LINE SURGE PROTECTOR OR IRRIGATION CONTROLLER) RED WIRE FROM SD-210TURF FLOW SENSOR DIRECT BURIAL WIRE CONNECTOR GROUND WIRE FROM DECODER TO DIRECT V BURIAL WIRE CONNECTOR (1 OF 2) BLACK WIRE FROM DECODER TO FLOW SENSOR BLUE WIRE FROM DECODER (1 OF 2) FLOW SENSOR WIRE (1 OF 2) FLOW SENSOR PVC MAINLINE PIPE 3-INCH MINIMUM DEPTH OF 3.4-INCH WASHED GRAVEL BRICK (1 OF 4) NOTE: 1. MAXIMUM LENGTH OF SECONDARY WIRE PATH (14 AWG) FROM DECODER TO RELAY IS 450 FEET. 2. PLACE 3-FEET OF EXTRA WIRE IN VALVE BOX FOR EASY SERVICING. 3. IN A SITE CONTROL DECODER SYSTEM A PULSE TRANSMITTER SHOULD BE INSTALLED BETWEEN THE SENSOR DECODER AND THE FLOW SENSOR. 4. GROUNDING SHOULD BE TO 10 OHMS OR LESS. 10 2-WIRE FLOW SENSOR DECODER CONNECTION NO SCALE PREFABRICATED DRIPLINE HEADER PVC SUPPLY PIPE FROM VALVE (SIZED TO MEET LATERAL FLOW DEMAND) OPERATION INDICATOR PERIMETER DRIPLINE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA _76e PERIMETER OR AREA ON -SURFACE DRIPLINE TIE -DOWN STAKES FLUSH POINT WITH PVC CAP OR OPTIONAL PVC BALL VALVE PRE -INSTALLED BARB FITTING MULCH PRE -INSTALLED BARB FITTING PREFABRICATED DRIPLINE HEADER STAINLESS STEEL CLAMP MALE ADAPTER INSERT PVC RISER PIPE DRIP MANIFOLD BURIAL DEPTH PVC SCH 40 ELL PVC SUPPLY MANIFOLD BARB X BARB INSERT TEE OR CROSS TOTAL LENGTH OF SELECTED DRIPLINE SHOULD NOT EXCEED LENGTH PER MANUFACTURER PREFABRICATED FLUSH POINT WITH PVC CAP DRIPLINE HEADER OR OPTIONAL PVC BALL VALVE NOTE: 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE INSTALLATION SPECIFICATIONS PER MANUFACTURER. 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACING PER MANUFACTURER'S SPECIFICATIONS. ON -SURFACE DRIPLINE - IRREGULAR SHAPED LAYOUT NO SCALE PREFABRICATED DRIPLINE HEADER FLUSH POINT WITH PVC CAP OR OPTIONAL PVC BALL VALVE OPERATION INDICATOR PERIMETER DRIPLINE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA PVC SUPPLY PIPE FROM VALVE (SIZED TO MEET LATERAL FLOW DEMAND) BARB X BARB INSERT TEE BLANK TUBING PREFABRICATED DRIPLINE HEADER ON -SURFACE DRIPLINE PRE -INSTALLED BARB FITTING INSET A -\\___ FLUSH POINT WITH PVC CAP OR OPTIONAL PVC BALL VALVE PERIMETER OF AREA MULCH PRE -INSTALLED BARB FITTING PREFABRICATED DRIPLINE HEADER STAINLESS STEEL CLAMP PVC SCH 40 RISER PIPE PVC SCH 40 ELL DRIP MANIFOLD BURIAL DEPTH PVC SUPPLY PIPE FROM VALVE (SIZED TO MEET LATERAL FLOW DEMAND) NOTE: 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE INSTALLATION SPECIFICATIONS PER MANUFACTURER. 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACING PER MANUFACTURER'S SPECIFICATIONS. ON -SURFACE DRIPLINE - CENTER FEED LAYOUT NO SCALE SOLENOID WIRE (1 OF 2) DIRECT BURIAL WIRE CONNECTOR (1 OF 4) WHITE WIRE FROM FIELD DECODER (1 OF 2) FIELD DECODER BLUE WIRE FROM FIELD DECODER (1 OF 2) PVC LATERAL PIPE TWO -WIRE CABLE TO NEXT DEIVCE (FIELD DECODER, SENSOR DECODER, LINE SURGE PROTECTOR OR IRRIGATION CONTROLLER) 11 COMMUNICATION WIRE TO NEXT DEVICE (FIELD DECODER, SENSOR DECODER, LINE SURGE PROTECTOR OR IRRIGATION CONTROLLER) 12-INCH VALVE BOX WITH COVER FINISH GRADE REMOTE CONTROL VALVE PVC MAINLIN PIPE BRICK (1 OF 4) 3-INCH MINIMUM DEPTH OF 3/4-INCHED WASHED GRAVEL NOTE: 1. MAXIMUM LENGTH OF SECONDARY WIRE PATH (14 AWG) FROM FIELD DECODER TO OLENOID IS 450 FEET. 2. PLACE 3 FEET OF EXTRA WIRE IN EVERY VALVE BOX FOR EASIER SERVICING. 2-WIRE VALVE DECODER CONNECTION NO SCALE CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASA K I ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OvERAA Construction • SIEGFRIED Drawing Title LANDSCAPE DETAILS II Drawing No. L3.1 P N L J H E D Project Number: 23204 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 R Q P O N M L K J H G F E C B A NOTE: 1. MULCH SHALL NOT BE WITHIN 6" OF THE STAKE TREES W/ (2), 2" THICK 10' TRUNK OF THE TREE. LODGEPOLE POSTS. DO NOT 2. PLANT FERTILIZER TABLET QUANTITY AND PLACE STAKE IN ROOTBALL PLACEMENT PER MANUFACTURER'S d Qo o Qo oa0°o 0�'0�0 RECOMMENDATIONS. 0 0 , Q 3. AFTER INSTALLATION OF LODGEPOLE, o ag 0 ' Q o II REMOVE NURSERY STAKES AND TIES. o nn nn o go STAKE TREES W/ (2), 2" THICK 10' LODGEPOLE POSTS. DO NOT PLACE STAKE IN ROOTBALL SET LOWER TIE 2 DISTANCE BETWEEN TOP TIE AND FINISHED GRADE PLANT FERTILIZER TABLET QUANTITY AND PLACEMENT PER MANUFACTURER'S RECOMMENDATIONS ROOT BARRIER, TO BE INSTALLED WHEN TREE IS WITHIN 5' OF SIDEWALK OR CURB. SEE MANUFACTURER'S SPECS OF INSTALLATION o` < 0 0 0` 0 0 0 0 00 0 • TREE PLANTING & STAKING d PREVAILING" WIND 0) w PLAN 90° TREE BUBBLER INSTALLED 90 DEGREES OF STAKES. FOUR FLEXIBLE BELT OR RUBBER HOSE TREE TIES. CROSS TIES OVER BEFORE SECURING ONTO STAKES WITH GALVANIZED SCREWS. TOP OF ROOTBALL AT 2" ABOVE FINISH GRADE MULCH 3" DEEP, 6" CLEAR OF TRUNK 4" BERM TO FORM WATERING BASIN FINISH GRADE BACKFILL MIX (1/2 DEPTH OF ROOT BALL HEIGHT) 70% PULVERIZED NATIVE SOIL 30% APPROVED COMPOST NO SCALE NOTE: 1. INSTALL ROOT BARRIERS AT ALL TREES WITHIN 5' OF ALL CURBS, SIDEWALKS, ROADS OR BUILDINGS. CENTERED ON TREES. CENTER ON TREE SIDEWALK 24" DEPTH LINEAR ROOT BARRIER PANELS INSTALLED AT BACK OF CURB AND FACE OF SIDEWALK, CENTERED ON TREES 10'x24", TYPICAL. LINEAR ROOT BARRIER NO SCALE Q 00Q0 o00°° d o 00 DO:), Q Q O� Q O 0 0 0 0 Q o d < 0 00 00 Od000 5' 5' TOP OF LINEAR ROOT BARRIER MUST BE AT LEAST 1/2" ABOVE FINISHED GRADE <Z� HOLD TOP OF ROOTBALL CROWN 1" ABOVE FINISH GRADE BARK MULCH 3" DEEP KEEP CLEAR FROM BASE OF PLANT NO COVER OVER PLANT MATERIAL 4" BERM TO FORM WATERING BASIN PLANT FERTILIZER TABLET QUANTITY AND PLACEMENT PER MANUFACTURER'S RECOMMENDATIONS BACKFILL MIX (1/2 DEPTH OF ROOT BALL HEIGHT) 70% PULVERIZED NATIVE SOIL 30% APPROVED COMPOST ROOTBALL MOUND, FOOT TAMP SHRUB PLANTING J(i NO SCALE LIMIT OF PLANTING AREA OR HARDSCAPE fr/— CENTER OF GROUNDCOVER PLANT NOTES: 1. "X" REPRESENTS PLANT SPACING ON CENTER PER PLANTING PLAN. 2. AFTER ALL TREES, SHRUBS AND GROUNDCOVER HAVE BEEN PLANTED, A PRE -EMERGENT SPRAY SHALL BE APPLIED TO ALL PLANTING AREAS PER MANUFACTURER'S SPECIFICATIONS. GROUNDCOVER SPACING NO SCALE "X"/2 (24" MIN.) (4) 2 TIMES GREATER THAN ROOT BALL FENCE OR WALL ANCHOR AS APPROPRIATE FOR VINE - TENDRILS: FRAMEWORK & COMMERCIAL VINE TIES TWINNING : COMMERCIAL VINE TIES CLINGING: NO ANCHOR REQUIRED SET TOP OF ROOT BALL 1" ABOVE FINISH GRADE BARK MULCH 3" DEEP KEEP CLEAR FROM BASE OF PLANT NO COVER OVER PLANT MATERIAL 4" EARTH BASIN BACKFILL MIX PER SPECS. PUDDLE AND SETTLE BACKFILL PRIOR TO SETTLING PLANT PLACE BOTTOM OF ROOT BALL UPON UNDISTURBED SOIL NOTES: A. SEE SPECIFICATIONS FOR FERTILIZATION AND SOIL AMENDMENT. B. PLANT VINE STEM AS CLOSE TO STRICTURE AS POSSIBLE, BUT ALLOW 6" MINIMUM BETWEEN POST AND PLANT. VINE PLANTING NO SCALE CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 SIEGFRIED Contractor Drawing Title LANDSCAPE DETAILS III Drawing No. Construction 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 Project Number: 23204 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT AGONIS FLEXUOSA 'BURGUNDY' BURGUNDY PEPPERMINT WILLOW ARBUTUS 'MARINA' STD FORM MARINA STRAWBERRY TREE MELALEUCA QUINQUENERVIA PAPERBARK TREE SCHINUS MOLLE CALIFORNIA PEPPER TREE GLEDITSIA TRIACANTHOS 'SHADEMASTER' SHADEMASTER HONEYLOCUST LAGUNARIA PATERSONIA PRIMROSE TREE TREES PLANTING NOTES 1. VERIFY LOCATION OF SUBSURFACE UTILITIES, PIPES AND STRUCTURES. SHOULD UTILITIES OR OTHER WORK NOT SHOWN ON THE PLANS BE FOUND DURING EXCAVATIONS, PROMPTLY NOTIFY OWNER'S REPRESENTATIVE. FAILURE TO DO SO WILL MAKE CONTRACTOR LIABLE FOR DAMAGE ARISING FROM HIS OPERATIONS SUBSEQUENT TO DISCOVERY OF UTILITIES NOT SHOWN ON PLANS. 2. KEEP PLANTING CLEAN AND FREE FROM ALL CONCRETE, ASPHALTIC WASTE, LUMBER AND OTHER SUCH MATERIALS AND SHOULD BE REMOVED BY EXCAVATION OF THE SOIL AND REPLACED WITH CLEAN NATIVE TOP SOIL. 3. CLEAR AND GRUB ALL AREAS TO RECEIVE NEW PLANTING AND PREPARE SOIL PER SPECIFICATION. 4. DO NOT WORK SOIL WHEN WET TO AVOID COMPACTION. 5. NO PLANT SPECIES SUBSTITUTIONS WILL BE ACCEPTED, UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT. CERTIFICATES OF COMPLIANCE WILL NOT BE COMPLETED FOR PROJECTS WHICH EXCEED THE WATER USE OF SPECIFIED PLANT MATERIALS UNTIL CONFORMANCE WITH THE WATER EFFICIENT LANDSCAPE REQUIREMENTS IS ACHIEVED. 6. CONTRACT GROW PLANTS AS REQUIRED. 7. ALL PLANTS AND LAYOUT TO BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO EXCAVATION OF PLANTING HOLES. 8. NOTIFY OWNER'S REPRESENTATIVE 36 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT OBSERVATION MEETINGS. 9. SPACE GROUND COVERS TRIANGULARLY IN PLANTING AREAS. GROUND COVER KEY INDICATIONS ARE SHOWN IN LEGEND. HOLD GROUND COVER BACK IN 18 IN. FROM THE EDGE OF NEW SHRUB PLANTS UNLESS OTHERWISE. PLANT GROUND COVER WHERE SHRUBS ARE PLANTED 2 1/2 FT. APART OR MORE. 10. PLANT QUANTITIES ARE FOR INFORMATIONAL PURPOSES AND CONSTRUCTION DOCUMENT WATER USE CALCULATIONS ONLY, CONTRACTER TO VERIFY THE QUANTITY AND USE THE GRAPHIC PLANS AS A BASIS FOR QUANTITY OF PLANTS. 11. SEE DETAILS AND SPECIFICATIONS FOR PROCEDURES, MATERIALS AND INSTALLATION REQUIREMENTS. 12. PROVIDE SOILS REPORTS FOR ALL IMPORTED SOILS, PER SPECIFICATIONS AND WELO CONFORMANCE. SUBMIT REPORTS TO OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. 13. KEEP ADJACENT STREETS, SIDEWALKS AND OTHER AREAS FREE OF MUD, DIRT OR SIMILAR NUISANCES RESULTING FROM EARTHWORK OPERATIONS. 14. REPLACE TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE ANY DAMAGED OR DESTROYED LANDSCAPING. 15. FOR BEST RESULTS, CA NATIVE PLANT MATERIALS SHOULD NOT HAVE THEIR ROOTS DISTURBED. FOR PLASTIC CANS, REMOVE BOTTOM OF CAN, PLACE IN PLANT PIT AND CUT SIDES TO REMOVE. CUT METAL CANS IN THREE PLACES MINIMUM AND CAREFULLY SLIDE ROOT BALL INTO PLANT PIT, FOR LARGE MATERIAL, USE BOTTOM SUPPORT AS NECESSARY. 16. AREAS IDENTIFIED AS BIORETENTION PLANTING ARE FUNCTIONAL STORM WATER PLANTERS WITH AN ENGINEERED IMPORTED SOIL MIX DESIGNED FOR SPECIFIC PERFORMANCE CRITERIA. AMEND ONLY PLANTING PITS AND ASSOCIATED PLANTING BACKFILL PER THE PLANTING INSTRUCTIONS. SEE CIVIL DRAWINGS FOR BIOFILTRATION MIX AND DRAINAGE. PLANT LIST SYMBOL QTY BOTANICAL NAME COMMON NAME CONTAINER SIZE SPACING WATER USE TREE AGO FLE 7 AGONIS FLEXUOSA 'BURGUNDY' BURGUNDY PEPPERMINT WILLOW 24" BOX 15'-0" LOW ARB MAR 6 ARBUTS X 'MARINA', STD FORM MARINA STRAWBERRY TREE, STD FORM 24" BOX 30'-0" LOW CER OCC 6 CERCIS OCCIDENTALIS WESTERN REDBUD- STD FORM 24" BOX 15'-0" VERY LOW GLE TRI 11 GLEDITSIA TRICANTHOS INERMIS 'SHADEMASTER' SHADEMASTER HONEY LOCUST 36" BOX 30'-0" LOW LAG PAT 8 LAGUNARIA PATERSONII PRIMROSE TREE 48" BOX 40'-0" LOW MEL QUI 8 MELALEUCA QUINQUENERVIA PAPERBARK TREE 24" BOX 20'-0" LOW SCH MOL 6 SCHINUS MOLLE CALIFORNIA PEPPER TREE 36" BOX 35'-0" LOW SHRUB AV 42 AGAVE VILMORINIANA OCTOPUS AGAVE 5 GAL 4' 0" LOW a 53 ANIGOZANTHOS 'HARMONY' KANGAROO PAW 1 GAL 2' 0" LOW A 47 ASPARAGUS DENSIFLORUS 'MYERS' FOXTAIL FERN 1 GAL 2' 0" MODERATE CA 51 CARPENTERIA CALIFORNICA 'ELIZABETH' ELIZABETH BUSH ANEMONE 5 GAL 4'-0" MODERATE CT 238 CHONDROPETALUM TECTORUM CAPE RUSH 5 GAL 3'-0" LOW CI 45 CISTUS x PURPUREUS ORCHID ROCKROSE 5 GAL 5'-0" LOW e 170 EPILOBIUM CANUM CALIFORNIA FUCHSIA 1 GAL 2' 0" LOW EV 23 EPILOBIUM CANUM 'EVERETTE'S CHOICE' EVERETTE'S CALIFORNIA FUCHSIA 1 GAL 4' 0" LOW F 12 FARFUGIUM JAPONICUM GIGANTEA GIANT LEOPARD PLANT 1 GAL 2'-0" MODERATE GR 5 GREVILLEA 'ROBYN GORDON' ROBYN GORDON GREVILLEA 15 GAL 6'-0" LOW HA 1 HETEROMELES ARBUTIFOLIA TOYON 15 GAL 7'-0" LOW L 52 LAVANDULA X. INTERMEDIA 'GROSSO' PURPLE LAVANDIN 1 GAL 2'-6" LOW LC 37 LEYMUS CONDENSATUS 'CANYON PRINCE' CANYON PRINCE WILD RYE 1 GAL 4' 0" LOW LT 215 LEYMUS TRITICOIDES CREEPING WILD RYE 1 GAL 3'-0" LOW LL 478 LOMANDRA LONGIFOLIA 'BREEZE' DWARF MAT RUSH 1 GAL 3'-0" LOW MA 235 MIMULUS AURANTIACUS BUSH MONKEY FLOWER 5 GAL 3'-0" VERY LOW MC 22 MYRTUS COMMUNIS 'VARI EGATA' VARIGATED MYRTLE 15 GAL 6'-0" LOW RS 3 RIBES SPECIOSUM FUCHSIA -FLOWERING GOOSEBERRY 5 GAL 5'-0" LOW SA 32 SALVIA 'BEE'S BLISS' BEE'S BLISS SAGE 1 GAL 4' 0" LOW t 123 TEUCRIUM CHAMAEDRYS GERMANDER 1 GAL 1'6 LOW TF 32 TEUCRIUM FRUTICANS 'AZUREUM' BUSH TEUCRIUM 5 GAL 4' 6" LOW GROUNDCOVER H 54 HELIANTHEMUM 'WISLEY PINK' WISLEY PINK SUNROSE 1 GAL 3'-0" LOW i 89 LIRIOPE MUSCARI 'BIG BLUE' LILY TURF 1 GAL 1'-0" MODERATE MY 75 MYOPORUM PARVIFOLIUM 'FINE LEAF FORM' CREEPING MYOPORUM 1 GAL LOW s 43 SENECIO MANDRALISCAE BLUE CHALKSTICKS 1 GAL 1'-6" LOW VINE H 16 HARDENBERGIA VIOLACEA 'HAPPY WANDERER' PURPLE VINE LILAC 15 GAL PER PLAN MODERATE ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number R1 DATE 07/30/2024 ISSUE DESCRIPTION RECONCILIATION SET Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction ■ C Drawing Title PLANT LIST AND NOTES Drawing No. Preliminary Design. Not For Construction Purposes. 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 SIEGFRIED 0-L3.2 SEI Job No. 23204 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 CLIENT 1 1/2" R AT EDGES, 1/4" AT ALL EXPOSED EDGES THICKENED EDGE 8" SECTION EXPANSION JOINT: 3/8" WIDE WITH EXPANSION JOINT FILLER, SEAL TOP OF JOINT WITH CAULK, SEE ALSO GEOTECHNICAL REPORT FOR RECOMMENDATIONS REINFORCEMENT: #4 REBAR, EACH WAY, 18" O.C. CONTROL JOINT: 1/4" WIDE x 1/4 OF PAVING THICKNESS, SAWCUT CONSTRUCTION JOINT: 1/4" WIDE x DEPTH OF PAVEMENT. ROUGHEN EDGE OF SLABS TO 1/4" AMPLITUDE. EXTEND HALF OF THE REBAR THROUGH THE CONSTRUCTION JOINT, 2 BARS MIN. PEDESTRIAN CONCRETE PAVING ONLY, S.C.D. FOR VEHICULAR PAVING DEPTHS COMPACTED AGGREGATE BASE, 95% NOTES: COMPACTED SUBGRADE, 95% 1. INSTALL EXPANSION JOINT IN PAVING AS SHOWN AND WHERE PAVING ABUTS WALLS, BUILDINGS, AND STAIRS. 2. CAULK/SEALANT TO MATCH COLOR OF ADJACENT PAVING, TOOL THE SEALANT. SCORELINE SCHEDULE PATH WIDTH SCORE JOINT SPACING EXPANSION JOINT SPACING 4'-0" 4' O.C. 16' O.C. 5'-0" 5' O.C. 20' O.C. 6' OR GREATER 12' O.C. 24' O.C. PROVIDE SCORE JOINTS IN CONCRETE AT RIGHT ANGLES TO THE PAVING OR AS SHOWN, SPACING ACCORDING TO TABLE ABOVE UNLESS (1TIHFRWRP q 4CIWN CONCRETE PAVING -PEDESTRIAN CONCRETE CURB OR WALL, SEE PLANS 6" x 36" THICK PAVERS, THICKNESS 2 3/4" (PEDESTRIAN TRAFFIC ONLY), HAND TIGHT, SAND SWEPT JOINTS 1.5" BEDDING COURSE OF WASHED CONCRETE SAND, ASTM C-33 CONCRETE BAND OR CONCRETE PAVING, SEE PLANS COMPACTED AGGREGATE BASE, DEPTH CHART: PEDESTRIAN USE: 4" DEPTH VEHICULAR USE: S.C.D. COMPACTED SUBGRADE, SEE GEOTECHNICAL REPORT PAVER COLOR NOTES: 1. WHERE A PAVER LESS THAN 30% OF A FULLSIZE PAVER WOULD BE REQUIRED TO END A LINE OF PAVERS IN THE RUNNING BOND, PUT THE END TWO PAVERS IN THE LINE WITH NEITHER PAVER BEING LESS THAN 30%. END WITH A FULL SIZE UNCUT PAVER AT PLANTER WALLS WHERE POSSIBLE. 2. LINEAR UNIT PAVERS: ECO PREMIER H-SERIES PAVERS: 6" X 36", PATTERN: STACKED BOND, COLOR: HEP-50 MANUFACTURED BY WAUSAU TILE, TELEPHONE: (715) 359-3121, WEB: wausautile.com 3. DEPTH AND SUB DRAINAGE PER GEOTECHNICAL REPORT, WHICHEVER IS MORE STRINGENT LINEAR UNIT PAVERS CONCRETE CURB OR WALL, SEE PLANS 24" SQ. PAVERS, THICKNESS 2 1/2", HAND TIGHT, SAND SWEPT JOINTS 1.5" BEDDING COURSE OF WASHED CONCRETE SAND, ASTM C-33 CONCRETE BAND OR CONCRETE PAVING, SEE PLANS COMPACTED AGGREGATE BASE, DEPTH CHART: PEDESTRIAN USE: 4" DEPTH VEHICULAR USE: S.C.D. COMPACTED SUBGRADE, SEE GEOTECHNICAL REPORT PAVER COLOR NOTES: 1. WHERE A PAVER LESS THAN 30% OF A FULLSIZE PAVER WOULD BE REQUIRED TO END A LINE OF PAVERS IN THE STACKED BOND SHOWN, ORDER AND INSTALL OVERSIZED PAVERS TO AVOID "SLIVERS". 2. SQUARE UNIT PAVERS: ECO PREMIER H-SERIES PAVERS: 6" X 36", PATTERN: STACKED BOND, COLOR: HEP-70 MANUFACTURED BY WAUSAU TILE, TELEPHONE: (715) 359-3121, WEB: wausautile.com 3. DEPTH AND SUB DRAINAGE PER GEOTECHNICAL REPORT, WHICHEVER IS MORE STRINGENT 3 SQUARE UNIT PAVERS - PEDESTRIAN 0-L5.0 3/4" = 1'-0" CONCRETE CURB OR WALL, SEE PLANS ,r ram,---4 dm P dIalPO4 24" SQ. PAVERS, THICKNESS 4", MORTAR JOINTS MORTAR BED 6" CONCRETE BASE W/ #4 BARS, 18" O.C. EW. 6" AGGREGATE BASE COURSE CONCRETE BAND OR CONCRETE PAVING, SEE PLANS COMPACTED SUBGRADE, SEE GEOTECHNICAL REPORT PAVER COLOR NOTES: 1. WHERE A PAVER LESS THAN 30% OF A FULLSIZE PAVER WOULD BE REQUIRED TO END A LINE OF PAVERS IN THE STACKED BOND SHOWN, ORDER AND INSTALL OVERSIZED PAVERS TO AVOID "SLIVERS". 2. LINEAR UNIT PAVERS: ECO PREMIER H-SERIES PAVERS: 6" X 36", PATTERN: STACKED BOND, COLOR: HEP-70 MANUFACTURED BY WAUSAU TILE, TELEPHONE: (715) 359-3121, WEB: wausautile.com 3. DEPTH AND SUB DRAINAGE PER GEOTECHNICAL REPORT, WHICHEVER IS MORE STRINGENT 4 SQUARE UNIT PAVERS - VEHICULAR 0-L5.0 3/4" = 1'-0" affiserwitalffi BENCH: ACCOYA WOOD NOTES: PLANTER: CORTEN OR 1. PLANTER TO BE BOTTOMLESS. MANUFACTURER TO ALT: POWDER COATED PROVIDE FOOTING DETAILS. 2. PLANTER:ROUGH & READY BIG GREEN BENCHES, BENCH: ACCOYA WOOD, PLANTER: TBD MANUFACTURER: STREETLIFE TELEPHONE: 215-247-0148 ' 8 PLANTER WITH BENCH \L5 J 1" = 1 '-0" 0-L5� 3/4" = 1'-0" ADJACENT CONCRETE PAVING WITH THICKENED EDGE, FLUSH WITH ADJACENT RUBBER SURFACING RUBBER SAFETY SURFACING TILES, LAID IN STACKED BOND PATTERN 4" PERVIOUS CONCRETE BASE, S.C.D. FOR DRAINS AND SLOPES CONCRETE BAND, FLUSH WITH ADJACENT RUBBER SURFACING ADJACENT GRAVEL PAVING, SEE PLANS DRAINAGE BASE PER GEOTECHNICAL RECOMMENDATIONS COMPACTED SUBGRADE, 95% NOTES: 1. SAFETY SURFACE TILE: duraSAFE PLUS SERIES RUBBER TILES, COLOR: SLATE GREY, 2. MANUFACTURED BY sofSURFACES, TELEPHONE: 800-263-2363, WEB: sofsurfaces.com 3. TILE THICKNESS IS ESTIMATED TO BE 2" THICK, CONTRACTOR TO CONFIRM THICKNESS PRIOR TO INSTALL. 4. INSTALL PER MANUFACTURERS INSTRUCTIONS. 5. CONNECT TO STORM DRAINAGE SYSTEM, S.C.D. SLOPE BOTTOM SURFACE OF PERVIOUS CONCRETE TOWARD DRAINAGE SYSTEM. 6. TOP SURFACE OF THE RUBBER SURFACING TO NOT EXCEED 2% IN ANY DIRECTION 5 \ RESILIENT SAFETY SURFACING TILES 0-L5.0 1" = 1'-0" Reed PLANTER COLOR NOTES: 1. SEE PLAN FOR LOCATIONS. 2. PLANTER 1: 60"x24"x30"H WILSHIRE RECTANGULAR PLANTER, FRP FIBERGLASS, MODEL: WR-602430, COLOR: REED, FINISH: SMOOTH 3. PLANTER 2: 60"x36"x30"H WILSHIRE RECTANGULAR PLANTER, FRP FIBERGLASS, MODEL: WR-603630, COLOR: REED, FINISH: SMOOTH 4. MANUFACTURER: TOURNESOL SITEWORKS TELEPHONE: (800) 542-2282 WEB: tournesol.com 5. DRAINAGE PIPES AT EACH DRAINAGE HOLE OF PLANTER, S.C.D. FOR DRAINAGE. 6 0-L5.0 3/4" = 1'-0" ADJACENT PLANTING AREA METAL EDGE SUPPORT STAKE PAVERS NOTES: 1. EDGE: 1/4" THICK X 5.5" DEEP STEEL HEADER 2. SUPPORT STAKE: 1/2" WIDE X 12" LONG, LOCK AT 1/2" BELOW TOP EDGE OUT OF VIEW. 3. INSTALL PAVING FLUSH WITH TOP OF HEADER. 4. MAKE ALL CURVES AND SLOPED SECTIONS SMOOTH AND CONTINUOUS. 5. INSTALL EDGING BETWEEN PAVERS AND PLANTING AREAS, UNLESS OTHERWISE SHOWN. METAL EDGING AT PLANTING AREA 0-L5.0 1" = 1'-0" Reed RECEPTACLE COLOR eft inurnEsnl Wilshire Rery[1er, FR F, NOTES: 1. SEE PLAN FOR LOCATIONS. 2. 38"L x 22"W x 33"H WILSHIRE RECTANGLE, FRP FIBERGLASS, MODEL: WR-REC-02, COLOR: REED, FINISH: SMOOTH 3. MANUFACTURER: TOURNESOL SITEWORKS TELEPHONE: (800) 542-2282 WEB: tournesol.com WASTE RECEPTACLES 1" = 1'-0" 11 7 NOTES: 1. SEE PLAN FOR SPACING, SURFACE MOUNTED 2. EMERSON BIKE RACK, COLOR: TBD 3. MANUFACTURER: LANDSCAPE FORMS TELEPHONE: (800) 430-6209 WEB: landscapeforms.com/ BIKE RACKS \0-L5.0i 1" = 1'-0" AINEM NOTES: 1. SEE PLAN FOR LOCATION. 2. TREE GRATE: 8'x4' JAMISON TREE GRATE, WILSHIRE RECTANGULAR CAST GREY IRON ASTM A48 (STANDARD), FINISH: NATURAL RAW UNFINISHED 3. MANUFACTURER: URBAN ACCESSORIES TELEPHONE: (877) 487-0488 WEB: urbanaccessories.com TREE GRATE 0-L5.0 1" = 1'-0" ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number R1 DATE ISSUE DESCRIPTION 07/30/2024 RECONCILIATION SET Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 10th Street, Suite 201 Oakland. CA 94607 Contractor OVERAAt Construction C Drawing Title LANDSCAPE DETAILS AND IMAGERY Drawing No. P N L J H F E D Preliminary Design. Not For Construction Purposes. SIEGFRIED SEI Job No. 23204 0-L5.0 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT 1 SEE LAYOUT PLAN 1/4" GAP, TYP. SEE LAYOUT PLAN— --/ /d Jfi// II/i =t/ ME 7/ N r /% '� � u.YYY..NJ ■!mmNM e 1 WALL PLAN VIEW AI(/ ///4';/ LILL u.14O; %/ f I iid _ /_� _ idEe4wY�� Y .� I 1� , ifl�l� �111w_ WALL FRONT ELEVATION 1 meLegroz 1.4.76447 STEEL SUBSTRUCTURE & BRACKETS, BEYOND 3X3 ACCOYA WOOD PLANKS GABION MESH & GABION FILL BEYOND 2X3 ACCOYA WOOD PLANKS, MITERED EDGE GABION MESH & GABION FILL BEYOND FINISH SURFACE NOTES: 1. GABION METAL MESH: 4GA, 5' & 6' LENGTHS, MANUFACTURER: GABION 1, WEB: gabion1.com 2. GABION FILL: APACHE SUNSET WALL ROCK OR APPROVED EQUAL; MIN. 4" AND UNABLE TO PASS THROUGH GABION METAL MESH; MANUFACTURER: EARTH STONE ROCK, WEB: earthstonerock.com/ 3. BENCH: CUSTOM BUILT AS SHOWN, WOOD: ACCOYA, FINISH: TO MATCH "PLANTER WITH BENCH" 4. GABION FILL TO BE LEVEL AT THE TOP WITH A MINIMUM OF 1/2" GAP BETWEEN BASKET AND ROCK. STACK AND COMPACT ROCKS TO ACCOUNT FOR SETTLING. GABION WALL & BENCH 0-L5.2 3/4" = 1-0" 8" 8'-0" HEIGHT MIN. VERIFY IN FIELD WALL CAP: 2" X 8" X 16" NOMINAL FULL SIZE WALL BLOCK: 8" x 8" x 16" NOMINAL, PLASTER FINISH ON ALL SIDES 1/4" CONCAVE MORTAR JOINT FINISH GRADE OF ADJACENT PAVING OR PLANTING AREA I I I WALL SECTION WALL ELEVATION ADJACENT PAVING, SEE PLANS 2X3 ACCOYA WOOD PLANKS, MITERED EDGE 3X3 ACCOYA WOOD PLANKS STEEL SUBSTRUCTURE & BRACKETS GABION MESH GABION FILL WOOD STAKES, 12-14" O.C. MAX r t COMPACTED BASE ROCK / COMPACTED SUBGRADE WALL SECTION 3" LATCH CLEARANCE 3'-6" 11 n n n A n n A 2" HINGE CLEARANCE NOTES: 1. S.A.D. FOR CMU FINISH TO MATCH. 2. WALL TO BE FREESTANDING, KEEP WALL 3" MAX FROM BUILDING WALL & FENCE. 3. S.S.D. FOR WALL FOOTING. 4. GATE: CONTRACTOR TO PROVIDE SHOP DRAWINGS AND STRUCTURAL ENGINEER SIGNED DRAWINGS OF GATE POST FOOTINGS. 5. GATE: AMERISTAR STALLWART SYSTEM, COLOR: SAND, STYLE: CLASSIC 2 CMU WALL & METAL SECURITY GATE 0-L5.2 0-L5.3 3/4" = 1'-0" 8'-0"O.C.TYP. 0 Co 0 Z N • • • • • • • • • • n n n n n (1 n n n r 2" TOP AND BOTTOM RAILS 3"x2.75" POST, I BEAM 12ga PICKET BRACKET FINISH GRADE NOTES: 1. CONTRACTOR TO PROVIDE SHOP DRAWINGS AND STRUCTURAL ENGINEER SIGNED P _ '0 2. FENCE: AMERISTAR MONTAGE II CLASSIC 3-RAIL, COLOR:BLACK, STYLE: CLASSIC 0L11" 0S IT •N.IPE'''TI• • I E 4T F• N eN H LA TA WEST SIDE SO THEY DO NOT BURN ON DARK COLOR METALS. 4. DRAWING ABOVE PROVIDED FOR REFERENCE ONLY. MANUFACTURER TO PROVIDE SHOP DRAWINGS. 3 \ METAL FENCE 0-L5.2 1/2" = 1-0" // 3 3/4" TYP. J METAL GATE ELEVATION 2" POST 3"x2.75" POST, I BEAM 12ga 2" TOP AND BOTTOM RAILS ADJACENT CMU WALL PANIC BAR AND MOUNTING PLATE, MOUNTED ON INSIDE/BUILDING SIDE PULL LEVER, MOUNTED ON OUTSIDE/PLAY AREA SIDE PICKET HINGE ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 L J NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION R1 07/30/2024 RECONCILIATION SET 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 1 0th Street, Suite 201 Oakland, CA 94607 Contractor OVERA,&t Construction ■ Drawing Title LANDSCAPE DETAILS Drawing No. 0-L5.2 Preliminary Design. Not For Construction Purposes SIEGFRIED SEI Job No. 23204 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 uTurAE F F 11 TBALL 10 CLIENT (1 *31:L5.3 SECTION PLANTING TREE PLANTING W CARDBOARD MULCH 1/2" = SECTION UNDISTURBED SOIL 2X WIDTH OF ROOTBALL 3 PLANTING TREE WITHIN STORMWATER TREATMENT AREA TREE, SET PLUMB TREE TIES, (2) LOOP IN FIGURE 8 AROUND TREE & STAKES AS SHOWN, SCREW TO STAKES - 2 SCREWS PER STAKE TREES STAKES ONLY AS REQUIRED, HEIGHT AS REQUIRED TO SUPPORT TREE, SET VERTICAL, DO NOT PENETRATE ROOTBALL 1" x 3" CROSSTIE BACKFILL 3" THICK MULCH 2 LAYERS OF CARDBOARD BENEATH COMPOST FINISH GRADE OF ADJACENT PAVING BACKFILL OR AMENDED EXISTING SOIL WITH COMPOST, PER SOILS REPORT SUBGRADE TREE, SEE TREE PLANTING DETAIL FOR STAKING 3" THICK MULCH BIOFILTRATION SOIL MIX UP TO ROOTBALL, S.C.D. FOR INSTALL DEPTH AND SOIL TYPE ADJACENT CURB, S.C.D. SET TREE ATOP UNDISTRUBED SOIL FOR 3X WIDTH OF THE ROOTBALL SUBGRADE PROTECT TREE FROM VANDALISM PREVAILING WIND 0-L5.3.1 1/2" = 1'-0" III III III III III EDGE OF GROUNDCOVER AREA PLANT, TYP. TRIANGULAR SPACING: X = TYPICAL PLANT SPACING SEE PLANT LEGEND CULTIVATED PLANTING BED PLANT, TYP. FINISH GRADE 3" THICK MULCH 2 LAYERS OF CARDBOARD COMPOST AMENDED BACKFILL SUBGRADE PROVIDE POSITIVE DRAINAGE OF PLANT PIT, SEE SPECS FOR PERCOLATION TEST PLANTING AT CONCRETE ENLARGEMENT NOTES: 1. OVERLAP CARDBOARD PIECES - 8" MINIMUM. 2. SET DRIP IRRIGATION TUBING 4" BELOW FINISH GRADE OF SOIL, NOTE THIS DOES NOT INCLUDE MULCH DEPTH, SEE IRRIGATION PLANS. PLAN VIEW TREE TREE TIES -------TREE STAKES CROSS TIE AT OAK TREES IN LAWN AREA OR TREES IN AREAS OF POOR DRAINAGE PROVIDE TREE DRAIN/CHMINEY TREE --SUBGRADE 18' DIAMETER AUGERED CHIMNEY WITH 1-1/2" DIAMETER DRAIN ROCK, DEPTH TO BE 4' DEEP OR TO DEPTH WHERE WATER DRAINS WITHIN AN 8 HOUR PERIOD ROOTBALL SET 1" ABOVE FINISH GRADE FINISH GRADE 3" THICK MULCH 2 LAYERS OF CARDBOARD COMPOST OR BACKFILL SUBGRADE, SCARIFY SURFACE OF BOTTOM OF PLANTING PIT REST ROOTBALL ON NATIVE SOIL PROVIDE POSITIVE DRAINAGE OF PLANT PIT, SEE SPECS FOR PERCOLATION TEST %% 1/3 TREE, SET PLUMB 48" 3 STAKE CROSS BRACE (3) 2" DIA. x 12' LONG WOOD STAKES (3) MODEL 200 GREEN SLEEVES BRACKETS, 2.37 I.D. FITS 2" WOODEN STAKE TO SECURE THE TREE TIES TO THE STAKES RUBBER CORDED TREE TIE ADJACENT CURB, S.C.D. SET CROWN OF ROOT BALL 1" ABOVE FINISH GRADE DECOMPOSED GRANITE, 3" DEEP, HAND TAMPED. HOLD BACK 1" FROM TRUNK FLARE FINISH GRADE OF ADJACENT PAVING ROOT BARRIER, ALL SIDES OF PLANTING PIT. ROOT BARRIER TO BE PLACED FLAT ALONG ENTIRE PERIMETER OF PLANT PIT. AMENDED BACKFILL, AMEND & TILL ENTIRE LENGTH OF PLANTING BED UNDISTURBED SUBGRADE PLAN VIEW SECTION _ ROOT BALL, CENTER NOTES: IN PLANTER 1. LOCATE TREE STAKES ON PREVAILING WIND SIDE WHEN TREE IS IN LEAF. ADJUST BRACING & TIES TO AVOID CONFLICT WITH LIMBS. 2. ROOT BARRIER: DEEP ROOT CORP, MODEL UB24-2 AND/OR UB36-2 OR EQUAL WITH GROUND LOCKS. INSTALL FLUSH TO SOIL GRADE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 3. TOP OF ROOT CONTROL BARRIER MUST BE AT FINISHED GRADE OF SOIL (NEVER BELOW GRADE). 4. DURING CONSTRUCTION THE ROOT CONTROL BARRIER CAN BE PLACED AGAINST THE INSIDE OF THE CONCRETE FORM WORK. 5. THE RAISED ROOT DEFLECTORS MUST BE FACING INWARD TOWARD THE TREE. 6. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 7. PROVIDE ROOT BARRIER FOR ANY TREE ADJACENT TO CURB, PAVING OR WALLS. ROOT DEFLECTORS MUST FACE TREE. PLANTING STREET TREE WITH ROOT BARRIER 1/2" = 3" MULCH/COMPOST LAYER CARDBOARD, FOLDED DOWN AT PAVEMENT EDGE AMENDED SOIL CONCRETE PAVING PLANTING AT CONCRETE ENLARGEMENT NOTES: 1. OVERLAP CARDBOARD PIECES - 8" MINIMUM. 2. SET DRIP IRRIGATION TUBING 4" BELOW FINISH GRADE OF SOIL, NOTE THIS DEPTH DOES NOT INCLUDE MULCH DEPTH, SEE IRRIGATION PLANS. 4 PLANTING SHRUB W CARDBOARD MULCH 0-L5.3 3/4" = 1'-0" 3" MULCH LAYER CARDBOARD, FOLDED DOWN AT PAVEMENT EDGE AMENDED SOIL CONCRETE PAVING 6 PLANTING VINE METAL FENCE VINE, TIE TO FENCE WITH VINYL TAPE, TRAIN ALL MAIN VINE STALKS TO FENCE WITH A MINIMUM OF 4 TIES PER VINE; SEE ALSO SPECS 3" MULCH VINE POCKET OR PLANTING AREA, SEE PLAN ADJACENT PAVING OR CURB 0-L5.3 3/4" = 1'-0" CURB, S.C.D. ROOT BALL TREE ROOT BARRIER EDGE OF TREE WELL, SEE LAYOUT PLAN FOR DIMENSIONS ADJACENT PAVING ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 L J NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION R1 07/30/2024 RECONCILIATION SET Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 1 0th Street, Suite 201 Oakland. CA 94607 Contractor OVERAAt Construction C Drawing Title PLANTING DETAILS Drawing No. 5 PLANTING GROUNDCOVER W CARDBOARD MULCH 0-L5.3 3/4" = 1'-0" Preliminary Design. Not For Construction Purposes. SIEGFRIED 0-L5.3 SEI Job No. 23204 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 8 7 4 3 CLIENT Users\bretts\OneDrive - ZFA Structural Engineers\Documents\23656_Alameda County Fire Training_S22C_bretts©zfa.com.rvt 10/2/2024 4:53:39 PM D C COLD -FORMED STEEL FRAMING NOTES 1. SEE PLANS, DETAILS, AND ARCHITECTURAL DRAWINGS FOR METAL FRAMING LOCATIONS. SEE ARCHITECTURAL DRAWINGS FOR WALL WIDTHS AND CONFIGURATIONS. 2. EACH FRAMING MEMBER IS DESIGNATED BY A FOUR PART CODE INDICATING THE SIZE (BOTH DEPTH AND FLANGE WIDTH), STYLE, AND MATERIAL THICKNESS. FOR EXAMPLE, 600S162-54: 600 - MEMBER DEPTH IN 1/100" (6") S - MEMBER STYLE - S=STUD, T=TRACK 162 - FLANGE WIDTH IN 1/100" (1 %") 54 - MATERIAL THICKNESS IN MILS (0.054") 3. TYPICAL METAL STUDS AND FRAMING ARE PER SCHEDULE 1/0-S1.30 UNO. SUBMIT SHOP AND ERECTION DRAWINGS AND MANUFACTURER'S INFORMATION SHOWING CONFORMANCE TO CRITERIA SHOWN ON DRAWINGS AND SPECIFICATIONS. MINIMUM METAL THICKNESS = 33MILS (20GA). 4. TYPICAL TRACKS ARE SAME GAUGE (MILS) AS STUD, 43 MILS MINIMUM UNO. FLANGE TO BE 11/2" MIN. 5. ALL STUDS TO BE CONTINUOUS. ALL TRACKS IN HEADERS AND SILLS TO BE CONTINUOUS SINGLE -PIECE BETWEEN JAMB STUDS OR PARAPET POSTS. 6. FASTENING OF COMPONENTS SHALL BE WITH SELF -DRILLING SCREWS OR WELDING. SCREWS OR WELDS NOT SHOWN SHALL BE OF SUFFICIENT SIZE TO ENSURE THE STRENGTH OF THE CONNECTION. ALL WELDS OF GALVANIZED STEEL SHALL BE TOUCHED -UP WITH A ZINC -RICH PAINT. WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED. 7. EXPANSION ANCHOR OR SCREW ANCHOR SIZE AND EMBEDMENT ARE AS REQUIRED PER DRAWINGS. MINIMUM STEEL EDGE DISTANCE IN TRACK IS 2x ANCHOR DIAMETER AND MINIMUM SPACING IS 3x ANCHOR DIAMETER UNO. SEE EXPANSION OR SCREW ANCHOR SCHEDULE FOR CONCRETE REQUIREMENTS. FOR EXPANSION ANCHOR THROUGH METAL TRACK, USE 3" SQUARE x 1/2" PLATE WASHER (OR EQUIVALENT ROUND WASHER) AT TRACK. DRILL HOLE IN PLATE WASHER FOR EXPANSION ANCHOR AS NEEDED TO ACHIEVE MINIMUM EDGE DISTANCES. 8. NON -BEARING STUDS TO BE LATERALLY BRACED WITH GYPSUM BOARD BOTH SIDES PER CBC OR BRACED AT 4'-0"oc MAXIMUM PER 1/0-S1.31 .GYPSUM BOARD MAY NOT BE USED FOR BRACING AT BEARING STUDS. 9. TYPICAL STUD -TO -TRACK CONNECTIONS PER 6/0-S1.30 UNO. MAXIMUM GAP OF 1/" IS ALLOWED BETWEEN STUDS AND TRACK AT STANDARD WALLS. TRIM STUDS TO FULLY BEAR. 10. TYPICAL WALL INTERSECTIONS PER 14/0-S1.30 UNO. 11. PROVIDE LIGHT GAUGE METAL BACKING FOR ARCHITECTURAL FINISHES AND FURNISHINGS SAD. 12. CEILING FRAMING PER 7/0-S1.31 . 13. TYPICAL PUNCHOUTS PER 2/0-S1.31 . 14. WALLS AT SEISMIC SEPARATION JOINTS SHALL BE FRAMED AS EXTERIOR WALLS UNO. 15. FOR POWER ACTUATED FASTENERS (PAF) UNO: BASE MATERIAL FASTENER TYPE SIZE MINIMUM SPACING MINIMUM EDGE DISTANCE NOTES CONCRETE HILTI X-U (ICC ESR-2269) 0.157"0 MIN 11/4" LONG 4„ 3„ DO NOT USE PAF AT CONCRETE CURB STRUCTURAL STEEL HILTI X-U (ICC ESR-2269) 0.157"0x%" LONG 1 /2 16. ALL SHEATHING SHALL HAVE 1/8" GAP AT ALL EDGES AND JOINTS. TYPICAL SHEATHING: A. FLAT ROOF SHEATHING (SLOPE 2:12 OR LESS): '/32" T&G APA RATED SHEATHING (40/20) EXP 1 WITH #8 @ 6"oc EDGES (PES) AND 12"oc FIELD UNO ON PLANS. LAY PERPENDICULAR TO FRAMING MEMBERS. BLOCK EDGES WITH 362S162-43 SECTION LAID FLAT WHERE NOTED ON THE PLANS AND DETAILS. NO PANELS LESS THAN 24" WIDE SHALL BE USED. STAGGER SHEETS. B. SLOPING ROOF SHEATHING (SLOPE GREATER THAN 2:12): 1%2"APA RATED SHEATHING (32/16) EXP 1 WITH #8 @ 6"oc EDGES (PES) AND 12"oc FIELD UNO ON PLANS. LAY PERPENDICULAR TO FRAMING MEMBERS. PROVIDE SHEATHING CLIPS AT UNSUPPORTED EDGES UNLESS NOTED TO BE BLOCKED ON PLANS. NO PANELS LESS THAN 24" WIDE SHALL BE USED. STAGGER SHEETS. C. FLOOR SHEATHING: 23/32" T&G APA RATED SHEATHING (48/24) EXP 1 WITH #8 @ 6"oc EDGES (PES) AND 12"oc FIELD UNO ON PLANS. LAY PERPENDICULAR TO FRAMING MEMBERS IMMEDIATELY PRIOR TO FULL NAILING (DO NOT SPOT SCREW). BLOCK EDGES WITH 362S162-43 SECTION LAID FLAT AS NOTED ON THE PLANS AND DETAILS. NO PANELS LESS THAN 24" WIDE SHALL BE USED. STAGGER SHEETS. SUBFLOOR GLUE NOT REQUIRED. MATERIAL DATA (INFORMATION SHOWN IS FOR STRUCTURAL DESIGN REFERENCE ONLY. SEE THE PROJECT SPECIFICATIONS FOR ALL MATERIAL SPECIFICATIONS.) CONCRETE 28-DAY MINIMUM DESIGN STRENGTH: F'c = 3,000 PSI FOUNDATIONS (DESIGNED FOR 2,500 PSI) F'c = 3,000 PSI INTERIOR SLAB ON GRADE F'c = 3,000 PSI COLUMNS REINFORCING STEEL: ASTM A615 GRADE 60 OR A706 GRADE 60 (F,, = 60,000 PSI) STRUCTURAL STEEL (UNO): W SHAPES - ASTM A992 (Fy = 50,000 PSI) ANGLES, CHANNELS, AND PLATES - ASTM A36 (Fy = 36,000 PSI) RECTANGULAR HSS - ASTM A500 GRADE C (Fy = 50,000 PSI) ROUND HSS - ASTM A500 GRADE C (Fy = 46,000 PSI) PIPES - ASTM A53 GRADE B (Fy = 35,000 PSI) FASTENERS: MACHINE BOLTS - ASTM A307 GRADE A HIGH STRENGTH BOLTS - ASTM F3125 GRADE A325 OR F1852 UNO ANCHOR RODS - ASTM F1554 GR 36 UNO ARC -WELDING ELECTRODES - E70 COLD FORMED METAL FRAMING YIELD STRENGTH: Fy = 33,000 PSI 33 & 43 MILS (20 & 18 GAUGE) F,, = 50,000 PSI 54, 68, & 97 MILS (16, 14, & 12 GAUGE) MASONRY COMPRESSIVE STRENGTH: F'm = 2,000 PSI WOOD BASE DESIGN STRESSES (UNO): SAWN LUMBER MEMBER SPECIES AND MINIMUM GRADE, UNO F ( PSI) b F (PSI)E (PSI) 6x POSTS DOUGLAS FIR - #1 1200 170 1.6x106 6x BEAMS DOUGLAS FIR - #1 1350 170 1.6x106 4x POSTS & BEAMS DOUGLAS FIR - #1 1000 180 1.7x106 2x JOISTS, RAFTERS DOUGLAS FIR - #2 900 180 1.6x106 R MATERIAL DOUGLAS FIR - #2 900 180 1.6x106 2x STUDS DOUGLAS FIR - #2 900 180 1.6x106 GLUE -LAMINATED WOOD DES GN STRESSES: Fb = 2,400 PSI, F„ = 265 PSI FOR SIMPLE SPAN BEAMS. MANUFACTURED WOOD PRODUCTS: LVL (JOISTS) LSL (BLOCKING, LEDGERS) PSL (BEAMS, JOISTS) PSL (POSTS) Fb = 2,600 PSI Fb = 1,700 PSI Fb = 2,900 PSI Fc = 2,500 PSI (PARALLEL) E = 2.0x106 PSI E = 1.3x106 PSI E = 2.2x106 PSI E = 1.8x106 PSI FOR METAL CONNECTOR DESIGNATION REFER TO SIMPSON STRONG -TIE PER SPECIFICATIONS. SHEAR WALL NOTES 1. PEN = PLYWOOD/OSB SHEATHING EDGE NAILING. BLOCK ALL UNSUPPORTED EDGES WITH 2x MATERIAL UNO. BLOCK EDGES WITH 3x MATERIAL WHERE NAILING IS 4"oc OR LESS. SEE 11/0-S1.20 FOR NAIL STAGGER AT ALL 3x. 2. FIELD NAILING TO BE 12"oc UNO. 3. ALL SHEATHING NAILS TO BE COMMON WIRE. SEE F/O-S0.10AND SPECIFICATIONS FOR OTHER NAIL REQUIREMENTS. 4. ALL EXTERIOR WALLS NOT DESIGNATED AS SHEAR WALLS ON PLANS TO HAVE SHEATHING AND PEN NAILING PER SHEAR WALL TYPE 'A'. 5. SHEAR WALL LENGTHS, WHERE NOTED, ARE MINIMUM. DO NOT LOCATE HOLDOWNS FROM THESE DIMENSIONS. SAD FOR ACTUAL WALL LENGTHS. 6. HOLDOWN REFERS TO SIMPSON STRONG TIE CO. HOLDOWNS. INSTALL HOLDOWNS AND REQUIRED POSTS PER 8/0-S1.20 AND 9/0-S1.20 SEE PLANS FOR OTHER REQUIREMENTS. 7. EDGE NAIL WALL SHEATHING TO STUDS OR POSTS WITH HOLDOWNS. 8. PORTIONS OF INTERIOR WALL SURFACES ADJACENT TO SPECIFIED SHEAR WALLS SHALL BE SHEATHED FOR THE FULL, UNINTERRUPTED LENGTH TO MATCH EXTERIOR WALLS OR WITH GYPSUM BOARD OF THE SAME THICKNESS TO PROVIDE AN EVEN WALL SURFACE FOR FINISH MATERIALS. 9. SHEAR WALLS MORE THAN ONE VERTICAL PANEL IN HEIGHT SHALL HAVE STAGGERED HORIZONTAL OR VERTICAL SPLICE JOINTS. 10. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6"oc ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3x OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. 11. ANCHOR BOLTS (AB) FOR SHEAR WALLS SHALL INCLUDE STEEL PLATE WASHERS, A MINIMUM OF 0.229 INCH BY 3 INCHES SQUARE IN SIZE, BETWEEN THE SILL PLATE AND NUT. THE HOLE IN THE PLATE WASHER IS PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO 3/16" LARGER THAN THE AB DIAMETER AND A SLOT LENGTH NOT TO EXCEED 13/ ", PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND THE NUT. PLATE WASHER TO EXTEND WITHIN 1/2" OF SHEAR WALL SHEATHING UNO. PROVIDE OVERSIZED PLATE WASHER OR OFFSET AB AS REQUIRED. AT DOUBLE -SIDED SHEAR WALLS, STAGGER AB AS REQUIRED. AB TO BE PLACED A MINIMUM OF 41/2" AND A MAXIMUM OF 12" FROM ENDS OF ALL SILL PLATES AND AT NOTCHES IN SILL PLATES. 12. NO OPENINGS ARE ALLOWED IN SHEAR WALLS UNLESS SHOWN ON THE STRUCTURAL PLANS. OPENINGS NOTED ARE PER 6/0-S1.20. COORDINATE ANY OPENINGS NOT SHOWN WITH THE STRUCTURAL ENGINEER. SHEAR WALL SCHEDULE SW APA RATED EXP 1 SHEATHING NAILING (PEN) ANCHORAGE REMARKS ��.0 BOLT FDN AT FRAMING 2 2x SILL 3x SILL 16d A35 SCREW 1 O 1%2" (32/16) CD 10d @ 6"oc 32"oc 48"oc 8"oc 24"oc 16"oc © 1%2" (32/16) CD 10d @ 4"oc 24"oc 32"oc 4"oc 16"oc 12"oc 3x MIN AT ALL ADJOINING PANEL EDGES © 1%2" (32/16) CD 10d @ 3"oc 16"oc 24"oc 4"oc 12"oc 8"oc © 1%32" (32/16) CD 10d @ 2"oc 16"oc (2) Ro WS 8"oc 6"oc OE 1%2 " (32/16) CD BOTH SIDES 10d 3"oc @ 12"oc (2) ROWS @2°° 6"oc (2) ROWS @6°° NOTES: 1. 2x SILL: SDSY4x41/2" OR SDWS 0.22"x4". AT 3x SILL : SDS'/4x6" OR SDWS 0.22"x6" 2. FOR SCREW © 6"oc OR LESS & DBL ROW OF ANCHORAGE PROVIDE 4x OR EQUIVALENT SB/RIM BLW. AT DBL ROW STGR ROWS TYPICAL. MANUFACTURED ROOF TRUSS NOTES 1. MANUFACTURED ROOF TRUSSES ARE AT 24"oc UNO. 2. REFER TO PLAN FOR ROOF TRUSS TYPE. REFER TO ARCHITECTURAL DRAWINGS FOR SHAPE, OVERHANG, DIMENSIONS, SLOPES, SPAN, DRAINAGE, ETC. LOCATION OF BEARING POINTS ARE AS INDICATED ON THE DRAWINGS. 3. MANUFACTURER SHALL PROVIDE THE FOLLOWING: TRUSS CALCULATIONS AND TRUSS DESIGN DRAWINGS (INCLUDING TRUSS LAYOUT PLAN), BOTH PREPARED AND SIGNED BY A CIVIL OR STRUCTURAL ENGINEER (STATE OF CALIFORNIA). TRUSS CALCULATIONS AND TRUSS DESIGN DRAWINGS SHALL BE PROVIDED FOR EACH TRUSS PROFILE TYPE PER CBC SECTION 2303.4. THE TRUSS LAYOUT PLAN SHALL SHOW ALL TRUSS TYPES, TRUSS PLACEMENT LOCATIONS, PERMANENT AND TEMPORARY BRACING LOCATIONS, ALL TRUSS TO TRUSS CONNECTIONS, ALL LIVE AND DEAD LOADING CONDITIONS, AND TRUSS HANGERS. TRUSS CALCULATIONS SHALL BE BASED UPON LOADS, BEARING POINTS, AND CONDITIONS SPECIFIED HEREIN. TRUSS LAYOUT, TRUSS PROFILES, LOCATIONS OF GIRDER TRUSSES AND BEARING LOCATIONS SHALL BE AS SHOWN ON THE STRUCTURAL PLANS. 4. NO UPLIFT REACTIONS AT SUPPORT POINTS DUE TO APPLICATION OF VERTICAL LIVE OR DEAD LOADS ARE ALLOWED. 5. THE CONTRACTOR SHALL VERIFY TRUSS DIMENSIONS, MECHANICAL LOADS AND LOCATIONS. ETC., AND AFFIX A REVIEW STAMP PRIOR TO SUBMITTAL TO ARCHITECT/ENGINEER. 6. CHANGES MADE IN TRUSS LAYOUT CONFIGURATION REQUIRING ADDITIONAL ENGINEERING REVIEW AND/OR DETAILING WILL BE CONSIDERED A SUBSTITUTION AND EXTRA SERVICES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COST OF INVESTIGATING AND REVIEWING THE ADEQUACY AND/OR ACCEPTABILITY OF SUCH SUBSTITUTION. 7. THE CONTRACTOR SHALL SUBMIT TRUSS SUBMITTAL PACKAGE TO THE ARCHITECT/ENGINEER FOR REVIEW AND COMMENT. FOLLOWING ARCHITECT/ENGINEER REVIEW, CONTRACTOR SHALL THEN SUBMIT REVIEWED TRUSS SUBMITTAL TO THE BUILDING DEPARTMENT FOR REVIEW. TRUSS FABRICATION SHALL NOT COMMENCE UNTIL APPROVAL IS RECEIVED FROM THE BUILDING DEPARTMENT. 8. TRUSS MANUFACTURER SHALL PROVIDE HANGERS AND CONNECTORS ADEQUATE FOR LOADS FOR ALL TRUSS -TO -TRUSS, TRUSS -TO -BEAM, AND BEAM -TO -TRUSS CONNECTIONS. 9. TRUSS TOP CHORD TO BE 2x6, MINIMUM. 10. TRUSS MANUFACTURER TO PROVIDE VERTICAL WEB MEMBER AT TRUSS SUPPORTS, BRIDGING, AND BLOCKING AS REQUIRED. 11. THE POSITIONS, WEIGHTS, AND METHODS OF ATTACHMENT OF ALL MECHANICAL UNITS, ELECTRICAL FIXTURES, PLUMBING, FIRE SPRINKLERS, ETC. SHALL BE INCLUDED IN THE DESIGN OF THE TRUSSES BY THE TRUSS MANUFACTURER AND SHALL BE VERIFIED BY THE ARCHITECT. SAD FOR ATTIC ACCESS SIZE AND LOCATIONS. ADDITIONAL TRUSSES OR SPECIAL DESIGNED TRUSSES MAY BE REQUIRED. ALL "GABLE END TRUSSES" TO HAVE CLEAR SPACE BETWEEN WEBS FOR WALL VENT. SIZE TO MATCH ARCHITECTURAL DRAWINGS. 12. TRUSS MANUFACTURER SHALL REVIEW AND DESIGN "GABLE END TRUSSES" FOR DEAD LOAD AND LIVE LOAD FROM ROOFS IN COMBINATION WITH DL FROM END WALLS, PARAPETS, SOFFIT FRAMING MEMBERS, AND ALL ARCHITECTURAL FINISHES, ETC., INCLUDING WIND LOAD PERPENDICULAR TO TRUSS. 13. SUPERIMPOSED LOADS FROM THE JACK TRUSSES OR SECONDARY FRAMING (I.E. CALIFORNIA FRAMING, FURRED CEILINGS, ETC.) SHALL BE INCLUDED IN THE DESIGN OF SUPPORTING TRUSSES. 14. "SCISSOR" TYPE TRUSSES (SC) SHALL BE DESIGNED FOR A MAXIMUM OF 1/2" TOTAL HORIZONTAL DEFLECTION UNDER DEAD PLUS LIVE LOADS. TRUSS MANUFACTURER SHALL INCLUDE DEFLECTION CALCULATIONS WITH THE SHOP DRAWING SUBMITTAL. 15. BRACING SHALL BE PROVIDED TO BRACE THE TOP CHORD OF TRUSSES WHERE "PIGGY BACK" TRUSSES ARE USED. 16. BOTTOM CHORD TRUSS MEMBERS HAVING A GYPSUM BOARD CEILING ATTACHED SHALL PROVIDE A LEVEL SURFACE WITH A MAXIMUM VARIATION OF 1/4" IN 10'-0" IN ANY DIRECTION. 17. TRUSS MEMBERS AND COMPONENTS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED, OR OTHERWISE ALTERED IN ANY WAY WITHOUT WRITTEN CONCURRENCE AND APPROVAL OF AN ENGINEER. 18. TRUSSES SPANNING 60 FEET OR GREATER SHALL CONFORM TO THE REQUIREMENTS OF CBC SECTION 2303.4.1.3. 19. MANUFACTURED ROOF TRUSS DESIGN LOADS: A. TOP CHORD DEAD LOAD = 17 PSF LIVE LOAD = 20 PSF B. BOTTOM CHORD DEAD LOAD = 8 PSF LIVE LOAD = 10 PSF (BOTTOM CHORD LIVE LOAD DOES NOT ACT SIMULTANEOUSLY WITH OTHER IMPOSED LIVE LOADS) C. SPECIAL LOADS AND CONCENTRATED LOADS ARE AS NOTED ON THE DRAWINGS. D. ATTICS WITH 2 OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 24 INCHES WIDE OR GREATER SHALL HAVE A BOTTOM CHORD LIVE LOAD OF 20 PSF AT THESE LOCATIONS. WOOD FRAMING NOTES 1. HEADERS, BEAMS, POSTS, TOP PLATE SPLICES, AND ETC., ARE PER1/0-S1.20 AND 3/0-S1.20 WHERE NOT NOTED ON PLAN AND DETAILS. WALLS AT SEISMIC SEPARATIONS SHALL BE CONSIDERED EXTERIOR WALLS. 2. ALL BEAMS AND JOISTS (EXCLUDING I JOISTS) SHALL BE SEAT CUT FOR FULL UNIFORM BEARING AT SUPPORTS, INCLUDING BEAM SEATS AND COLUMN CAPS. 3. THE GENERAL CONTRACTOR SHALL MEASURE GLULAM BEAM SIZES AND CAMBERS AS DELIVERED TO THE JOB SITE AND SHALL REPORT FINDINGS TO THE ENGINEER PRIOR TO ERECTION. PROVIDE 5,000 FT. RADIUS CAMBER ON ALL SIMPLE SPAN GLULAM BEAMS UNO. WHERE INDICATED ON PLAN, C = 3/4" INDICATES MIDSPAN CAMBER IN INCHES. 4. 31/2" AND 51/" WIDTHS MAY BE SUBSTITUTED FOR 31/" & 51/" WIDTHS, RESPECTIVELY, AT INDUSTRIAL APPEARANCE GRADE GLULAM MEMBERS UNO. 5. SEE 11/0-S1.20 FOR SHEATHING NAILING REQUIREMENTS. ALL NAILING NOT NOTED OR DETAILED OTHERWISE SHALL BE PER10/0-S1.20• NAIL LENGTH TO BE SUFFICIENT TO MEET CBC PENETRATION REQUIREMENTS. NAILS INTO PRESSURE TREATED MATERIAL SHALL BE HOT DIP GALVANIZED. NAILS AT BORATE TREATED LUMBER MAY BE CLEAR ZINC COATED. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AT EXTERIOR EXPOSURES. 6. EXTERIOR STUD WALL SHALL BE 2x6 @ 16"oc UNLESS NOTED OTHERWISE. INTERIOR BEARING WALLS AND SHEAR WALLS SHALL BE 2x6 @ 16"oc UNLESS NOTED OTHERWISE. SEE ARCHITECTURAL DRAWINGS FOR OTHER INTERIOR WALL FRAMING SIZES. COORDINATE STUD AND PLATE SIZES WITH THE REQUIREMENTS OF THE SHEAR WALL SCHEDULE. 7. WOOD POST SIZES ARE TO MATCH BEAM AND STUD WIDTH, UNO. WHERE POST OCCURS ABOVE RAISED FLOOR, PROVIDE SOLID BLOCKING AT FLOOR FRAMING TO MATCH WIDTH OF POST. PEN PER G/0-S0.10TO POSTS AT ALL EXTERIOR WALLS AND INTERIOR SHEAR WALLS. POSTS AT HOLDOWNS TO BE FULL HEIGHT AND PER8/0-S1.20 8. FOR ROOF DRAINAGE, TOP OF FRAMING BETWEEN NOTED POINTS IS A STRAIGHT LINE. 9. ALL MECHANICAL SUPPLY AND RETURN OPENINGS TO BE BETWEEN FRAMING UNO. 10. HSS OR PIPE COLUMNS IN STUD WALLS ARE TO BE TRIMMED PER6/0-S1.21. REFER TO PLANS AND DETAILS FOR OTHER REQUIREMENTS. 11. JOISTS AND RAFTERS ARE PER PLAN. UNLESS NOTED OTHERWISE, PROVIDE "LU" HANGER AT FLUSH FRAMING AND "HU" HANGER WHERE HANGER IS SHOWN SKEWED PER PLAN AND/OR HANGER SEAT IS INDICATED TO BE SLOPED. HANGER SIZE TO BE CORRECT FULL SIZE FOR JOIST SIZE (I.E. LU210 FOR 2x10). FILL ALL NAIL HOLES. 12. PROVIDE SOLID BLOCKING @ 8'-0"oc MAX FOR ALL 2x12 REPETITIVE FRAMING. PROVIDE SOLID BLOCKING OR SIMPSON TB X-BRIDGING @ 8'-0"oc MAX FOR ALL 11/2" LSL AND 13/4" LVL REPETITIVE FRAMING WITH A DEPTH OF 111/4" OR GREATER. 13. PROVIDE ADDITIONAL JOIST BELOW ALL OR ADJACENT TO NON-STRUCTURAL WALLS PARALLEL TO FRAMING, UNO. 14. ROUND HOLES IN STEEL PLATES TO BE '/,6" OVERSIZE. SLOTTED HOLES IN STEEL PLATES SHALL BE '1As" WIDER THAN THE BOLT DIAMETER AND HAVE A LENGTH OF 2 TIMES THE BOLT DIAMETER. THE DIRECTION OF THE SLOTTED LENGTH IS INDICATED ON THE DETAILS (VSH OR HSH). INSTALL BOLT AT THE CENTER LINE OF THE HOLE. BOLT HOLES IN WOOD SHALL BE ROUND AND %32" OVERSIZE. CUT OFF BOLT THREADED END FLUSH WITH NUT WHEN REQUIRED BY FINISHES AND 1" MAXIMUM FROM NUT OTHERWISE. PROVIDE STANDARD CUT WASHERS UNDER HEAD AND NUT WHERE BOLT BEARS ON WOOD. USE PLATE OR MALLEABLE IRON WASHERS AT EXPOSED CONDITIONS OR AS INDICATED. 15. ALL BOLTED OR NAILED STRAP CONNECTIONS SHALL HAVE AN EQUAL NUMBER OF BOLTS OR NAILS EACH SIDE OF THE SPLICE JOINT. THE FIRST BOLT OR NAIL FROM EACH SIDE OF THE SPLICED OR STRAPPED MEMBER SHALL BE EQUIDISTANT FROM THE SPLICE. STRAPS USING 16d NAILS ON 2x MATERIAL TO BE INSTALLED ON THE 11/2" EDGE OF THE MEMBER. 16. THE CONTRACTOR SHALL VERIFY THAT THE MOISTURE CONTENT OF ALL FRAMING LUMBER AND SHEATHING MEET THE REQUIREMENTS OF THE SPECIFICATIONS AT THE TIME OF INSTALLATION AND AT CLOSE -IN. THE CONTRACTOR SHALL PROVIDE ALLOWANCE FOR DIFFERENTIAL SHRINKAGE BETWEEN FLOORS, ETC. 17. VENTING IS REQUIRED IN ENCLOSED FRAMING AREAS, SAD. DRILL BLOCKING AND LEDGERS AND PROVIDE SKIP BLOCKING AS DETAILED. 18. SAD FOR CEILING INFO. WHERE REQUIRED PROVIDE CEILING JOISTS PER 4/0-S1.21 , UNO. 19. ALL SHEATHING SHALL HAVE 1/8" GAP AT ALL EDGES AND JOINTS. TYPICAL SHEATHING: A. FLAT ROOF SHEATHING (SLOPE 2:12 OR LESS): 1%2" T&G APA RATED SHEATHING (40/20) EXP 1 WITH 10d © 6"oc EDGES (PEN) AND 12"oc FIELD UNO ON PLANS. LAY PERPENDICULAR TO FRAMING MEMBERS. BLOCK EDGES WITH 2x4 LAID FLAT WHERE NOTED ON THE PLANS AND DETAILS. NO PANELS LESS THAN 24" WIDE SHALL BE USED. STAGGER SHEETS. B. SLOPING ROOF SHEATHING (SLOPE GREATER THAN 2:12): 1%2 " APA RATED SHEATHING (32/16) EXP 1 WITH 10d @ 6"oc EDGES (PEN) AND 12"oc FIELD UNO ON PLANS. LAY PERPENDICULAR TO FRAMING MEMBERS. PROVIDE SHEATHING CLIPS AT UNSUPPORTED EDGES UNLESS NOTED TO BE BLOCKED ON PLANS. NO PANELS LESS THAN 24" WIDE SHALL BE USED. STAGGER SHEETS. C. FLOOR SHEATHING: 23/32" T&G APA RATED SHEATHING (48/24) EXP 1 WITH 10d @ 6"oc EDGES (PEN) AND 12"oc FIELD UNO ON PLANS. LAY PERPENDICULAR TO & GLUE TO FRAMING MEMBERS IMMEDIATELY PRIOR TO FULL NAILING (DO NOT SPOT NAIL). BLOCK EDGES WITH 2x4 LAID FLAT AS NOTED ON THE PLANS AND DETAILS. NO PANELS LESS THAN 24" WIDE SHALL BE USED. STAGGER SHEETS. ALTERNATE FASTENER: SIMPSON WSV #9x2" MIN SCREW (ICC ESR-1472). MIN 11/4" FRAMING/BLOCKING EMBEDMENT. SUBFLOOR GLUE NOT REQUIRED. ABBREVIATIONS AB ANCHOR BOLT FTG FOOTING PNL PANEL ABV ABOVE GA GAGE or GAUGE PSF POUNDS PER SQUARE FOOT AC AIR CONDITIONING GALV GALVANIZED PSI POUNDS PER SQUARE INCH ADJ ADJACENT GB GRADE BEAM PSL PARALLEL STRAND LUMBER ADDL ADDITIONAL GL GRIDLINE PTDF PRESSURE TREATED ALT ALTERNATE GLB GLUE LAMINATED BEAM DOUGLAS FIR ALUM ALUMINUM GR GRADE PT POINT ARCH ARCHITECT HD HOLD DOWN R RADIUS AYC ALASKAN YELLOW CEDAR HDG HOT -DIP GALVANIZED RBS REDUCED BEAM SECTION @ AT HDR HEADER RFTR RAFTER BF BRACED FRAME HGR HANGER REF REFERENCE BLDG BUILDING HK HOOK REINF REINFORCING BLK/BLKG BLOCK/BLOCKING HORIZ HORIZONTAL REQD REQUIRED BLW BELOW HSB HIGH STRENGTH BOLT RET RETAINING BM BEAM HSG HIGH STRENGTH GROUT REV REVISION BN BOUNDARY NAIL HSH HORIZONTAL SLOTTED RF ROOF BOT BOTTOM HOLE RWD REDWOOD BRG BEARING HSS HOLLOW STRUCTURAL S AMERICAN STANDARD BEAM BTWN BETWEEN SECTION SAD SEE ARCHITECTURAL BU BUILT-UP HT HEIGHT DRAWINGS BYND BEYOND ID INSIDE DIAMETER SB SOLID BLOCK C AMERICAN STANDARD IJ I SHAPED WOOD BUILT SC SLIP CRITICAL CHANNEL UP TRUSS SCD SEE CIVIL DRAWINGS CA CALIFORNIA INT INTERIOR SCHED SCHEDULE CANT CANTILEVER JST JOIST SED SEE ELECTRICAL DRAWINGS CB CARRIAGE BOLT JT JOINT SEOR STRUCTURAL ENGINEER OF CFS COLD FORMED STEEL KP KING POST RECORD CIP CAST IN PLACE L STEEL ANGLE SFRS SEISMIC FORCE RESISTING CGL CERTIFIED GLUED LUMBER Lb or # POUND(s) SYSTEM CJ CONTROL JOINT LGMF LIGHT GAGE METAL SHTG SHEATHING CL CENTERLINE FRAMING SIM SIMILAR CJP COMPLETE JOINT LGMFC LIGHT GAGE METAL SKYLT SKYLIGHT PENETRATION FRAMING CONTRACTOR SLD SEE LANDSCAPE DRAWINGS CLG CEILING LL LIVE LOAD SMS SHEET METAL SCREW CLR CLEAR LLH LONG LEG HORIZONTAL SMD SEE MECHANICAL DRAWINGS COL COLUMN LLV LONG LEG VERTICAL SOG SLAB ON GROUND CONC CONCRETE LOC LOCATION SPCG SPACING CONN CONNECTION LS LAG SCREW SPD SEE PLUMBING DRAWINGS CONT CONTINUOUS LSL LAMINATED STRAND LUMBER SPEC SPECIFICATION COORD COORDINATE/ LVL LAMINATED VENEER LUMBER SQ SQUARE COORDINATION LWC LIGHTWEIGHT CONCRETE SS SELECT STRUCTURAL CMU CONCRETE MASONRY UNIT MAX MAXIMUM or STAINLESS STEEL CSK COUNTERSINK MB MACHINE BOLT STGR STAGGERED CW CUT WASHER MBM METAL BUILDING STD STANDARD DBA DEFORMED BAR ANCHOR MANUFACTURER STIFF STIFFENER DBL DOUBLE MC MISCELLANEOUS CHANNEL STL STEEL DCW DEMAND CRITICAL WELD MECH MECHANICAL STRUCT STRUCTURAL DF DOUGLAS FIR MEZZ MEZZANINE SW SHEAR WALL DIA or 0 DIAMETER MF MOMENT FRAME SYM SYMMETRICAL DIAG DIAGONAL MFR MANUFACTURER T&B TOP AND BOTTOM DIM DIMENSION MIN MINIMUM T&G TONGUE AND GROOVE DIST DISTANCE MISC MISCELLANEOUS THK THICK DJ DOWEL JOINT MIW MALLEABLE IRON WASHER THRD THREADED DL DEAD LOAD MTL METAL THRU THROUGH DN DOWN MU MECH UNIT TL TOTAL LOAD DO DITTO (N) NEW TN TOE NAIL DWG DRAWING N/A NOT APPLICABLE TOC TOP OF CONCRETE DWL DOWEL NO or # NUMBER TOF TOP OF FRAMING EA EACH NS NEAR SIDE TOM TOP OF MASONRY EE EACH END NSG NON -SHRINK GROUT TOP TOP OF PLYWOOD EF EACH FACE NTS NOT TO SCALE TOS TOP OF STEEL ELEC ELECTRICAL NWC NORMAL -WEIGHT CONCRETE TOT TOTAL ELEV ELEVATOR/ELEVATION 0/ OVER TU TILT UP EMBED EMBEDMENT oc ON CENTER TYP TYPICAL EQ EQUAL OD OUTSIDE DIAMETER UNO UNLESS NOTED OTHERWISE EQUIP EQUIPMENT OH OPPOSITE HAND VERT VERTICAL ES EACH SIDE OPNG OPENING VIF VERIFY IN FIELD EW EACH WAY OPP OPPOSITE VSH VERTICAL SLOTTED HOLE (E) EXISTING OVS OVERSIZED W WIDE FLANGE STEEL BEAM EXP EXPANSION OW OTHERWISE W/ WITH EXT EXTERIOR OWT OPEN WEB TRUSS W/O WITHOUT FDN FOUNDATION R PLATE or PROPERTY LINE WD WOOD FIN FINISH PA POST ABOVE WHS WELDED HEADED STUD FG FINISH GRADE PAF POWER ACTUATED WLD WELDED FLR FLOOR FASTENERS WP WORK POINT/WATERPROOF FN FACE NAIL PEN PANEL EDGE NAIL WS WOOD SCREW FOC FACE OF CONCRETE PERP PERPENDICULAR WT WEIGHT FOM FACE OF MASONRY PES PANEL EDGE SCREWS WTS WELDED THREADED STUD FOS FACE OF STUD pJP PARTIAL JOINT PENETRATION WWR WELDED WIRE FRMG FRAMING PLF POUNDS PER LINEAR FOOT REINFORCEMENT FS FAR SIDE FOUNDATION NOTES 1. ALLOWABLE (ASD) FOUNDATION DESIGN PRESSURES ARE: SHALLOW FOOTINGS: DEAD LOAD + LIVE LOAD = 4,000 PSF DEAD LOAD + LIVE LOAD + LATERAL = 5,333 PSF 2. ALL SOILS WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND THE REQUIREMENTS OF THE GEOTECHNICAL REPORT NOTED BELOW, AND CHAPTER 18 OF THE CBC. ALL FOUNDATIONS SHALL BEAR ON FIRM, UNDISTURBED, NATIVE SOILS OR ENGINEERED FILL AT OR EXCEEDING DEPTHS SHOWN ON THE DRAWINGS. ENGINEERED FILL TO BE COMPACTED PER GEOTECHNICAL REPORT. INCREASE FILL AND OR FOOTING DEPTH AS REQUIRED BY GEOTECHNICAL ENGINEER. ALL FOOTING EXCAVATIONS SHALL BE AS NEAT AS PRACTICABLE. MAXIMUM OVER EXCAVATION IN WIDTH SHALL BE LESS THAN 12 INCHES OR 25% OF FOOTING WIDTH, WHICH EVER IS LESS. 6 INCHES MAXIMUM PER SIDE. LARGER OVER -EXCAVATIONS IN WIDTH SHALL BE FILLED WITH ADDITIONAL REINFORCED CONCRETE AS DIRECTED BY THE ENGINEER, OR FORMWORK SHALL BE PROVIDED. OVER -EXCAVATIONS IN DEPTH MAY BE FILLED WITH LEAN CONCRETE OR COMPACTED APPROVED BACKFILL. ALL LOOSE SOILS SHALL BE REMOVED FROM EXCAVATIONS PRIOR TO PLACEMENT OF REINFORCING OR CONCRETE. GEOTECHNICAL REPORT BY: ROCKRIDGE GEOTECHNICAL REPORT NO. 21-1966 DATED: AUGUST 4, 2023 3. WHERE BOTTOM OF ADJACENT FOOTINGS ARE DIFFERENT PROVIDE STEPPED FOOTING PER5/0-S1.10 4. USE 5/8" DIAMETER x 12" (18" AT CURBS) ANCHOR BOLTS (AB) AT 48"oc WHERE NOT OTHERWISE NOTED. MINIMUM EMBEDMENT INTO CONCRETE IS 7" (EXCLUDING CURB) UNLESS DETAILED OTHERWISE. ANCHOR BOLTS ARE TO BE TIED IN PLACE PRIOR TO PLACEMENT OF CONCRETE. SEE SHEAR WALL SCHEDULE FOR ADDITIONAL REQUIREMENTS. MINIMUM TWO ANCHOR BOLTS PER SILL PIECE. 5. TYPICAL SLAB: 5" CONCRETE REINFORCED WITH #4 @ 16"oc EACH WAY AT MID - DEPTH OVER VAPOR RETARDER (PER SPECIFICATIONS) AND 4" MINIMUM FREE DRAINING COMPACTED CRUSHED ROCK ON SUBGRADE PER THE GEOTECHNICAL RECOMMENDATIONS, AND AS APPROVED BY THE GEOTECHNICAL ENGINEER. DO NOT DRIVE CONCRETE TRUCKS OR LARGE SCREED MACHINES ON VAPOR RETARDER WITHOUT ADDITIONAL BUFFER MATERIAL AND APPROVAL FROM THE STRUCTURAL ENGINEER. 6. TOWER SLAB: 6" CONCRETE REINFORCED WITH #4 @ 12"oc EACH WAY AT MID - DEPTH OVER VAPOR RETARDER (PER SPECIFICATIONS) AND 4" MINIMUM FREE DRAINING COMPACTED CRUSHED ROCK ON SUBGRADE PER THE GEOTECHNICAL RECOMMENDATIONS, AND AS APPROVED BY THE GEOTECHNICAL ENGINEER. DO NOT DRIVE CONCRETE TRUCKS OR LARGE SCREED MACHINES ON VAPOR RETARDER WITHOUT ADDITIONAL BUFFER MATERIAL AND APPROVAL FROM THE STRUCTURAL ENGINEER. 7. REFER TO ARCHITECTURAL AND PLUMBING DRAWINGS FOR DEPRESSED SLABS FOR ARCHITECTURAL FLOORING OR INSERTS, SLOPED SLABS TO DRAIN AND PIPES OR CONDUITS AT SLAB. SEE 8/0-S1.10 & 9/0-S1.10AT DEPRESSED SLAB & 7/0-S1.10 FOR PIPES AND CONDUITS. 8. PROVIDE CONTROL JOINTS PER 6/0-S1.10(OR CONSTRUCTION/DOWEL JOINTS AT CONTRACTOR'S OPTION) AS SHOWN ON PLAN AND AS REQUIRED TO MEET A MAXIMUM SPACING IN FEET OF 3 TIMES THE SLAB DEPTH IN INCHES (FOR EXAMPLE 3x4" = 12'-0"oc MAX) AND 15'-0"oc MAX. INSTALL JOINTS TO DIVIDE SLAB INTO RECTANGULAR AREAS WITH LONG DIMENSION LESS THAN 1.5 x SHORT DIMENSION. INSTALL JOINTS AT FACE OF STUDS OF WALL WHERE POSSIBLE. SUBMIT JOINT LAYOUT PLAN FOR REVIEW PRIOR TO PLACEMENT. 9. FORMWORK STAKES ARE NOT PERMITTED WITHIN CONCRETE PLACEMENTS. IF REQUIRED, PROVIDE STEEL STAKES SLEEVED WITH PLASTIC PIPE OR SOLID PLASTIC STAKES; WOOD STAKES NOT PERMITTED. FLUSH CUT SLEEVE OR STAKE AND FILL SLEEVES IMMEDIATELY WITH GROUT. WHERE STAKES PENETRATE VAPOR RETARDER, TAPE OR SEAL PER MANUFACTURER'S RECOMMENDATIONS. SPECIAL INSPECTION BY OWNERS TESTING AGENCY SPECIAL INSPECTIONS AND TESTING SHALL BE PERFORMED BY AN APPROVED AGENCY IN ACCORDANCE WITH CBC CHAPTER 17 AND THE STATEMENT OF SPECIAL INSPECTIONS AS REQUIRED BY CBC SECTIONS 1704.2.3 AND 1704.3 FOR BUILDING STRUCTURAL ELEMENTS SUMMARIZED AS FOLLOWS: 1. SHOP FABRICATION OF STRUCTURAL LOAD -BEARING MEMBERS AND ASSEMBLIES PER CBC SECTION 1704.2.5 OR ALTERNATIVELY, APPROVED FABRICATORS SHALL SUBMIT A CERTIFICATE OF COMPLIANCE PER CBC SECTION 1704.2.5.1 INCLUDING GLULAM BEAM INSPECTION CERTIFICATES. 2. STRUCTURAL STEEL CONSTRUCTION PER CBC SECTIONS 1705.2, 1705.13.1, 1705.14.1, AND TABLE 1705.2.3 INCLUDING MATERIAL IDENTIFICATION, SHOP AND FIELD WELDING, AND INSTALLATION OF HIGH -STRENGTH BOLTS. 3. CONCRETE CONSTRUCTION PER CBC SECTIONS 1705.3, AND TABLE 1705.3 INCLUDING FORMWORK, REINFORCING STEEL, CAST -IN -PLACE BOLTS, MIX DESIGNS, CONCRETE SAMPLES, AND PLACEMENT FOR ALL CONCRETE. REINFORCING DOWELS FROM FOOTINGS TO RETAINING WALLS SHALL BE INSPECTED PRIOR TO PLACEMENT OF FOOTING CONCRETE AND WALL GROUT OR CONCRETE. CONTINUOUS OR ISOLATED SPREAD FOOTINGS WITH DESIGN STRENGTH NO GREATER THAN 2500 PSI, NON-STRUCTURAL SLABS ON GRADE, AND EXTERIOR FLATWORK DO NOT REQUIRE SPECIAL INSPECTION PER CBC SECTION 1705.3. 4. MASONRY CONSTRUCTION PER CBC SECTION 1705.4 INCLUDING COMPRESSIVE STRENGTH, BLOCK LAYING PROCEDURES, MORTAR PREPARATION, REINFORCEMENT SIZE AND GRADE, REINFORCEMENT PLACEMENT, GROUT PREPARATION AND GROUT PLACEMENT, AND ANCHOR BOLT TYPE, SIZE AND PLACEMENT. QUALITY ASSURANCE LEVEL 3 FOR RISK CATEGORY IV STRUCTURES, LEVEL 2 OTHERWISE. 5. WOOD CONSTRUCTION PER CBC SECTIONS 1705.5, 1705.12.1, AND 1705.13.2 INCLUDING NAILING, BOLTING, AND ANCHORING OF ALL DRAG STRUTS; TOP PLATE SPLICES, LEDGER SPLICES, SIMPSON HARDWARE, BRACES, AND HOLDOWNS; AND NAILING, BOLTING, AND ANCHORING OF ALL SHEAR WALLS, SHEAR PANELS, AND DIAPHRAGMS WHERE THE FASTENER SPACING OF THE SHEATHING IS 4" APART OR LESS. 6. SOILS PER CBC SECTION 1705.6, TABLE 1705.6, AND THE APPROVED SOILS REPORT INCLUDING SUBGRADE PREPARATION, FOUNDATION BEARING MATERIALS AND DEPTH OF EXCAVATIONS, AND VERIFICATION, PLACEMENT AND TESTING OF CONTROLLED FILL. 7. SPECIAL CASES PER CBC SECTION 1705.1.1 AND PRODUCT ICC REPORTS FOR ALL STRUCTURAL MATERIALS AND SYSTEMS REQUIRED TO BE INSTALLED IN ACCORDANCE WITH ADDITIONAL MANUFACTURER'S INSTRUCTIONS THAT PRESCRIBE REQUIREMENTS NOT CONTAINED IN THE CBC OR REFERENCED STANDARDS INCLUDING POST -INSTALLED ANCHOR BOLTS IN CONCRETE AND CMU, AND PRE -MANUFACTURED SHEAR PANELS AND BRACED FRAMES. 8. COLD -FORMED STEEL CONSTRUCTION PER CBC SECTIONS 1705.12.2 AND 1705.13.3 INCLUDING WELDING OPERATIONS, SCREW ATTACHMENT, BOLTING, ANCHORING, AND OTHER FASTENINGS OF ELEMENTS OF THE SEISMIC FORCE RESISTING SYSTEM INCLUDING SHEAR WALLS, BRACES, DIAPHRAGMS, COLLECTORS, AND HOLD-DOWNS. EXCEPTION: NOT REQUIRED WHERE DIAPHRAGM AND SHEAR WALL SCREW SPACING IS GREATER THAN 4" ON CENTER. CONCRETE MASONRY UNIT NOTES 1. CONCRETE MASONRY UNIT CONSTRUCTION SHALL BE PER3/0-S1.40 UNO. USE DOUBLE OPEN END WHERE POSSIBLE AND SINGLE OPEN END OTHERWISE. ALL CELLS TO BE GROUTED SOLID. ALL CMU TO BE LAID IN RUNNING BOND. LAP REINFORCING IN CMU GROUT PER1/0-S1.40 . 2. PROVIDE INVERTED BOND BEAM UNITS AT FOUNDATION LEVEL. SEE SPECIFICATIONS FOR CLEANOUT AND GROUTING REQUIREMENTS. 3. DOWELS FROM FOUNDATION ARE TO MATCH SIZE AND ALIGNMENT WITH THE WALL VERTICAL REINFORCEMENT. EXTEND DOWELS FROM FOUNDATION INTO WALL TO PROVIDE MINIMUM LAP WITH WALL VERTICAL REINFORCEMENT. INSTALL DOWEL BARS PER PLAN AND 3/0-S1.40 . ALL DOWELS TO EXTEND TO THE LOWEST FOUNDATION REINFORCEMENT AND END WITH A STANDARD HOOK. 4. WALL REINFORCING SHALL BE PER SCHEDULE BELOW AND3/0-S1.40 UNO. 5. PROVIDE (2) #5 IN BOND BEAM UNITS AT THE TOPS OF ALL WALLS AND AT EACH FLOOR AND ROOF ELEVATION UNO. 6. PROVIDE SASH UNITS AT ALL OPENINGS TYPICAL UNO. 7. SET ALL LEDGER AND CONNECTOR BOLTS PER 10/0-S1.401" GROUT AROUND BOLT REQUIRED. 8. SAD FOR TYPE OF FINISH, LOCATION, COLOR, ETC. SEE SPECIFICATIONS OTHERWISE. 9. VERTICAL CONTROL JOINTS SHALL BE SPACED NO GREATER THAN 1.5x THE WALL HEIGHT BUT NOT GREATER THAN 25'-0"oc. SEE 2/0-S1.40. DESIGN CRITERIA DESIGN CRITERIA: FLOOR LIVE LOAD: ROOF LIVE LOAD: SOLAR: RISK CATEGORY: WIND DATA: EARTHQUAKE DATA: 2022 CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 2 (CBC) 60 PSF (REDUCIBLE) + 15 PSF PARTITION 20 PSF (REDUCIBLE) 3 PSF I I ULTIMATE WIND SPEED (3 SEC GUST) IN MPH: 110 WIND EXPOSURE: C INTERNAL WIND PRESSURE COEFFICIENT (GCPI) = ±0.18 COMPONENTS AND CLADDING DESIGN PRESSURES FOR SYSTEMS DESIGNED BY OTHERS SHALL COMPLY WITH THE "ASCE 7-16" DESIGN STANDARD SEISMIC IMPORTANCE FACTOR, le: 1.0 MAPPED SPECTRAL RESPONSE ACCELERATIONS: SS = 1.618; S, = 0.600 SITE CLASS: D SPECTRAL RESPONSE COEFFICIENTS: Sips = 1.079; Sp, = 1.020 SEISMIC DESIGN CATEGORY: D CLASSROOM: SEISMIC FORCE RESISTING SYSTEM(S): WOOD FRAMED SHEAR WALLS RESPONSE MODIFICATION FACTOR(S): R = 6.5 SEISMIC RESPONSE COEFFICIENT(S), Cs = 0.166 (ULTIMATE) ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE TRAINING TOWER: SEISMIC FORCE RESISTING SYSTEM(S): SPECIAL REINFORCED MASONRY SHEAR WALLS RESPONSE MODIFICATION FACTOR(S): R = 5.0 SEISMIC RESPONSE COEFFICIENT(S), Cs = 0.216 (ULTIMATE) ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE MAXIMUM ANTICIPATED STORY DRIFT = 0.02 X HEIGHT PROVIDE DEFORMATION COMPATIBILITY PER ASCE 7 SECTION 12.12.5 FOR NON-STRUCTURAL ITEMS, INCLUDING CLADDING, STAIRS, GLAZING, ETC. SCOPE: NEW 1-STORY WOOD -FRAMED CLASSROOM BUILDING ON SHALLOW FOUNDATIONS. NEW 4-STORY WITH ROOF PENTHOUSE CMU FIRE TRAINING CENTER TOWER WITH CONCRETE FLOORS AND ROOFS GENERAL NOTES 1. REFER TO SHEETS 0-S1.10 - 0-S1.40 FOR STANDARD DETAILS OF CONSTRUCTION. REFER TO THE PROJECT SPECIFICATIONS FOR MATERIALS AND METHODS. 2. BUILDING DIMENSIONS SHOWN ARE FOR GENERAL REFERENCE ONLY. SEE ARCHITECTURAL DRAWINGS (SAD) FOR ALL ACTUAL BUILDING DIMENSIONS. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER SO CLARIFICATION CAN BE MADE PRIOR TO COMMENCING WORK. 3. STRUCTURAL DRAWINGS SHALL NOT BE SCALED. ALL DIMENSIONS AND FIT SHALL BE DETERMINED AND VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING WORK. 4. DETAILS NOT FULLY OR SPECIFICALLY SHOWN SHALL BE OF SAME NATURE AS OTHER SIMILAR CONDITIONS. 5. REFER TO ARCHITECTURAL DRAWINGS FOR SIDEWALK SLABS AND DIMENSIONS. 6. COORDINATION OF MECHANICAL, ELECTRICAL, PLUMBING, AND SITE UTILITY SYSTEMS WITH THE STRUCTURAL SYSTEM IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. USE DETAILS ON SHEETS 0-S1.10 THROUGH 0-S1.40. AT CONDITIONS WHERE THESE DETAILS DO NOT APPEAR TO APPLY, NOTIFY THE STRUCTURAL ENGINEER PRIOR TO INSTALLATION. AT CONDITIONS WHERE FIELD MODIFICATIONS OF MECHANICAL, ELECTRICAL, PLUMBING, OR SITE UTILITIES AFFECT STRUCTURAL SYSTEMS, NOTIFY STRUCTURAL ENGINEER PRIOR TO INSTALLATION. 7. VERIFY WEIGHTS AND LOCATIONS OF MECHANICAL UNITS WITH MECHANICAL ENGINEER PRIOR TO PLACEMENT. UNITS VARYING OVER 10% IN WEIGHT SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER PRIOR TO INSTALLATION (MECHANICAL WEIGHTS SHOWN ARE MAXIMUM). CONTRACTOR TO VERIFY MECHANICAL UNIT SIZES AND WEIGHTS AS INSTALLED PRIOR TO INSTALLATION OF SPECIAL FRAMING TO ENSURE CORRECT PLACEMENT UNDER CURBS, ETC. SEE 8/0-S1.21. 8. SHORING, SCAFFOLDING, AND BRACING DESIGN, MATERIALS AND INSTALLATION SHALL BE PROVIDED BY THE GENERAL CONTRACTOR, AND SHALL BE ADEQUATE FOR ALL LOADS. LEAVE IN PLACE AS LONG AS MAY BE REQUIRED FOR SAFETY AND UNTIL FINAL STRUCTURAL CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL ENGAGE A LICENSED CIVIL OR STRUCTURAL ENGINEER TO PROVIDE SHORING. 9. SPECIAL INSPECTIONS ARE REQUIRED PER D/O-S0.10AND THE TESTING AND INSPECTION FORM. 10. VEHICULAR TRAFFIC, HEAVY EQUIPMENT AND MATERIAL STAGING SHALL NOT BE ALLOWED ADJACENT TO ANY RETAINING/BASEMENT WALL, NEW OR EXISTING WITHIN A HORIZONTAL DISTANCE EQUAL TO THE WALL HEIGHT MEASURED FROM THE BOTTOM OF FOOTING OR 5-0" WHICHEVER IS GREATER, UNLESS APPROVED BY THE STRUCTURAL ENGINEER OR NOTED OTHERWISE. WITHIN THIS ZONE, ONLY HAND -OPERATED EQUIPMENT ("WHACKERS", VIBRATORY PLATES, OR PNEUMATIC COMPACTORS) SHALL BE USED TO COMPACT THE BACKFILL SOILS. BACKFILL & DRAINAGE ARE PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. DO NOT BACKFILL UNTIL CONCRETE HAS REACHED SPECIFIED STRENGTH AND 14 DAYS MINIMUM. 11. STRUCTURAL OBSERVATION PER CBC SECTION 1704.6 IS NOT REQUIRED. NOTIFY ZFA FOR GENERAL ON SITE REVIEW OF: • MINIMUM FOOTING SIZE AND REINFORCING STEEL. • CMU WALLS AND REINFORCING. • CONCRETE FLOOR AND ROOF REINFORCING • WOOD SHEAR WALLS, SHEAR PANELS AND FLOOR/ROOF DIAPHRAGMS, INCLUDING NAILING, BOLTING, ANCHORAGE AND OTHER FASTENING TO OTHER COMPONENTS OF THE SEISMIC FORCE RESISTING SYSTEM. • STRUCTURAL WOOD FRAMING. NOTIFY ZFA FOR REVIEW PRIOR TO COVERING ABOVE LISTED WORK. PROVIDE 2 WORKING DAYS MINIMUM SCHEDULING NOTICE PRIOR TO REVIEW DATE. 12. SUBMIT ENGINEERING FOR DEFERRED APPROVAL ITEMS TO ARCHITECT/ENGINEER OR REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE, WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE FABRICATED OR INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. DEFERRED APPROVAL ITEMS SHALL BE DESIGNED AND DETAILED BY MANUFACTURER TO ACCOMMODATE HORIZONTAL AND VERTICAL MOVEMENTS AS NOTED IN STRUCTURAL DRAWINGS. GENERAL CONTRACTOR SHALL REVIEW AND APPROVE DIMENSIONS AND DETAILS SHOWN ON THE SHOP DRAWINGS PRIOR TO SUBMITTAL. MANUFACTURER TO PROVIDE DRAWINGS AND CALCULATIONS DESIGNED IN ACCORDANCE WITH THE CBC AND SPECIFICATIONS, PREPARED AND SIGNED BY A CALIFORNIA LICENSED CIVIL OR STRUCTURAL ENGINEER FOR THE FOLLOWING ITEMS, UNLESS NOTED OTHERWISE: A. CONCRETE/METAL PAN STAIR TREADS AND LANDINGS. HAND RAILS. INCLUDE ATTACHMENTS TO STRUCTURE. B. MANUFACTURED FLOOR/ROOF JOISTS OR TRUSSES. C. STORE FRONT, CURTAIN WALL, GLAZING AND SKYLIGHT SYSTEMS: INCLUDE ATTACHMENTS TO STRUCTURE. D. FIRE SPRINKLERS, INCLUDING SEISMIC BRACING AND HANGERS FOR PIPING 21/2"0 OR GREATER. TO BE PREPARED AND STAMPED BY A CALIFORNIA LICENSED MECHANICAL ENGINEER. SHEET INDEX 0-S0.10 GENERAL NOTES AND SPECIFICATIONS 0-S1.10 TYPICAL CONCRETE DETAILS 0-S1.20 TYPICAL WOOD DETAILS 0-S1.21 TYPICAL WOOD DETAILS 0-S1.30 TYPICAL CFS ELEVATION AND CONNECTION DETAILS 0-S1.31 TYPICAL CFS SOFFIT & MISCELLANEOUS DETAILS 0-S1.40 TYPICAL CMU DETAILS 0-S2.10 FDN AND ROOF FRAMING PLANS - SITE STRUCTURES 1-S2.10 FOUNDATION PLAN - CLASSROOMS 1-S2.20 ROOF FRAMING PLAN - CLASSROOMS 2-S2.10 FOUNDATION AND 2ND FLOOR FRAMING PLAN - TOWER 2-S2.20 3RD, 4TH, 5TH, FLOOR/ROOF FRAMING PLAN - TOWER 2-S3.00 FOUNDATION DETAILS 2-S3.01 STEEL DETAILS 3-S2.10 SITE FRAMING PLANS AND DETAILS R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P ZFA STRUCTURAL ENG>'NEERS 1212 fourth street I suite z zfa.com santa rosa ca 95404 707.526.0992 zfa job no23656 copyright © 2024 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. RECONCILIATION SET N L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION G 10/02/2024 50% DESIGN DEVELOPMENT 10/02/2024 100% DESIGN DEVELOPMENT FDN & STL ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Drawing Title GENERAL NOTES AND SPECIFICATIONS Drawing No. O-SO.1O " SKA Project Number: 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT Users\bretts\OneDrive - ZFA Structural Engineers\Documents\23656_Alameda County Fire Training_S22C_bretts©zfa.com.rvt 10/2/2024 4:53:40 PM D C ADHESIVE ANCHOR IN 2500 PSI MIN CONCRETE ADHESIVE TYPE ANCHOR PILOT HOLE MIN EMBED UNO Hef MIN EDGE DISTANCE °min MIN SPCG Smin MIN CONC DEPTH Hmin THRD ROD REBAR SIMPSON SET-3G (ICC-ESR 4057) - #3 '/2"0 3" 13/4" 3" Hef + 11/4" - #4 %"0 4" 13/4" 3" Hef + 11/4" - #5 3/4"0 5" 13/4" 3" Hef + 11/2" %"0 - 7A6"0 3" 1%" 3" Hef 11/4" 1/2 "0 - 9A6 "0 4" 1 %" 3" Hef + 11/4" %"0 - 1'/6 °0 5" 1 %" 3" Hef + 1 %" 3/4"0 #6 7/8 "0 6" 13/4" 3" Hef + 1 3/4" 7/8 "0 #7 1"0 7" 1 %" 3" Hef + 2" 1"0 #8 11/ "0 8" 1 %" 3" Hef + 21/4" 11/4"0 #10 1%"0 10" 23/" 6" Hef + 2%" HILTI HIT-HY 200R V3 (ICC-ESR 4868) 3/8"0 N/A 7/,6"0 3" 13A" 17/8" Hef + 11/4" N/A #3 1/2"0 3" 13/4" 17/8" 1/2"0 N/A 9/6"0 4" 13/4" 21/2" N/A #4 6/8 "0 4" 13/4" 21/2" %"0 #5 3/4"0 5" 13/4 3%/8" Hef + 11/2" 3/ "0 #6 3/4"0 6" 13/4" 3 3/4 " Hef + 1 3/4" 7/ "0 #7 1"0 7" 13/4" 4%" Hef + 2" 1"0 #8 11/8"0 8" 13/4" 5" Hef + 21/4" N/A #9 13/8"0 9" 13/4" 5%" Hef+ 23/" 11/4"0 N/A 1%"0 10" 13/4" 61/" N/A #10 11/2"0 10" 1 %" 61/4" Hef + 3" ANCHOR PER PLAN & DETAILS TOP OF CONC NOTES: y Smin 11 EDGE OF CONC AS OCCURS 1. INSTALL ADHESIVE ANCHORS PER MANUFACTURER'S INFORMATION AND ICC REPORT. 2. CONTRACTOR TO VERIFY MINIMUM EDGE DISTANCES, SPACING, AND THICKNESS ARE IN ACCORDANCE W/ SCHEDULE PRIOR TO INSTALLING ANCHOR. 3. HOLES TO BE DRILLED W/ ROTARY DRILL ONLY. WHEN DRILLING HOLES IN EXISTING CONCRETE, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. MAINTAIN 1" CLEARANCE BETWEEN REINFORCEMENT AND THE DRILLED -IN ANCHOR. FILL ABANDONED HOLES W/ HIGH STRENGTH GROUT. SPECIAL INSPECTION IS REQUIRED PER SECTION 1705 AND THE REQUIREMENTS OF 4. THE ICC REPORTS. THE SPECIAL INSPECTOR SHALL PERFORM PERIODIC/CONTINUOUS INSPECTION IN ACCORDANCE WITH TABLE 1705.3. THE SPECIAL INSPECTOR SHALL INSPECT ANCHOR TYPE, ANCHOR DIMENSIONS, HOLE CLEANLINESS, EMBEDMENT DEPTH, CONCRETE TYPE, CONCRETE COMPRESSIVE STRENGTH, DRILL BIT DIAMETER, HOLE DEPTH, EDGE DISTANCE(S), ANCHOR SPACING(S), CONCRETE THICKNESS, AND ADHESIVE INJECTION. ADHESIVE ANCHOR IN CONCRETE 3/4" = 1'-0" CARBON STEEL EXPANSION ANCHORS IN 2500 PSI MIN CONC ANCHOR TYPE ANCHOR & PILOT HOLE DIA MIN NOMINAL EMBED H. nom MIN EDGE DISTANCE C min MIN SPCG S min MIN CONC THICKNESS Hmin INSTALL & TEST TORQUE (FT -LB) SIMPSON STRONG -BOLT 2 (ICC-ESR 3037) %. 17/" 6" 3" 31/4° 30 /2" 23/4" 6" 6" 4" 60 6/8" 33 " 61/2" 5" 51/" 90 3/" 4%" 41/4" 10" 6" 150 1" 51/4" 8" 8" 9" 230 HILTI KB1 (IAPMO ER 678) %. 17/13" 8" 8" 3 %" 20 1/2" 2%" 4" 81/2" 4" 40 s/8 31/" 51/z" 8" 5" 60 3/ . 4" 91/2 " 5" 51/ " 110 STAINLESS STL EXPANSION ANCHORS IN 2500 PSI MIN CONC SIMPSON 3/8" 1 %" 6" 10" 31/4" 30 STRONG -BOLT 1/2" 23/4" 61/" 8" 41/2" 65 2 6/8" 3%" 4" 8" 51/" 80 (ICC-ESR 3037) 3/4.41/8" 6" 61/2" 63/" 150 3/8" 17/8" 5" 8" 31/4" 30 HILTI KB-TZ2 1/2" 21/" 23/4" 51/2" 4" 40 (ICC-ESR 4266) %" 31/" 4" 7" 5" 60 3/" 4" 5" 11" 51/2" 125 AT FIXTURES 1/,6"0 OVS HOLE TYP EXCEPT 1/8"0 OVS AT 3/4"0 AND 1"0 SIMPSON STRONG -BOLT 2 TOP OF CONC EDGE OF CONC AS OCCURS ANCHOR PER PLAN & DETAILS f BASE FL' ul L�J 111 LJ PILOT HOLE = DEPTH PER MFR min Smin NOTES: 1. EXCEPT AT EXTERIOR EXPOSURE CONDITIONS, PROVIDE CARBON STEEL ANCHORS UNO. INSTALL EXPANSION ANCHORS PER MANUFACTURER'S INFORMATION AND ICC REPORT INSTRUCTIONS. SPECIAL INSPECTION IS REQUIRED PER SECTION 1705 AND THE REQUIREMENTS OF THE ICC REPORTS. 2. CONTRACTOR TO VERIFY MINIMUM EDGE DISTANCES, SPACING AND THICKNESS ARE IN ACCORDANCE W/ SCHEDULE PRIOR TO INSTALLING ANCHOR. 3. NO CORE DRILLING PERMITTED. USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. MAINTAIN 1" CLEARANCE BETWEEN REINFORCEMENT AND THE DRILLED -IN ANCHOR. FILL ABANDONED HOLES W/ HIGH STRENGTH GROUT. 4. THE SPECIAL INSPECTOR SHALL PERFORM PERIODIC/CONTINUOUS INSPECTION IN ACCORDANCE WITH TABLE 1705.3. THE SPECIAL INSPECTOR SHALL INSPECT ANCHOR TYPE, ANCHOR DIMENSIONS, HOLE CLEANLINESS, EMBEDMENT DEPTH, CONCRETE TYPE, CONCRETE COMPRESSIVE STRENGTH, DRILL BIT DIAMETER, HOLE DEPTH, EDGE DISTANCE(S), ANCHOR SPACING(S), CONCRETE THICKNESS, AND TIGHTENING TORQUE. EXPANSION ANCHOR IN CONCRETE #4 @ 16"oc EW AT MID -DEPTH #4 CONT 3" EMBED AT ADHESIVE ANCHOR, SEE 2" MIN COVER AT ADHESIVE ANCHOR 10'-0" MAX COORD W/ EQUIP LAYOUT 14 BOLT DIA 6" MIN BOLT AT EQUIP ANCHORAGE ROUGHEN TO '/4" AMPLITUDE 7 8■ii`� �1 MI 1 1212 TYP SLAB REINF THICKEN SLAB AS REQD HOUSEKEEPING PAD AS REQD, SMD & SED FOR LOC & EXTENT & THICKNESS 18" #4 118" @ 24"oc IN LIEU OF ADHESIVE ANCHORS AT CONTRACTORS OPTION CONC SLAB PER PLAN 18" #4x 1- ADHESIVE ANCHOR @ 24"oc TYP AT PERIMETER ((3) MIN ES) TYPICAL HOUSEKEEPING PAD AT SLAB ON GRADE 3/4" = 1'-0" REINF CONT THRU OR LAP PER 1 -S1.10 NOTE: LOCATION OF JOINTS TO BE SUBMITTED TO ARCHITECT/ENGINEER FOR REVIEW PRIOR TO PLACEMENT OF CONCRETE FOOTING CONSTRUCTION JOINT 3/4" = 1'-0" CJ COL PER PLAN NO RIENF IN BLOCKOUT SLAB BLOCKOUT 1" = 1'-0" i ROUGHEN JT TO EXPOSE AGGREGATE TO 1/4" AMPLITUDE KEY FROM BEVELED 2x8 DO NOT LOCATE WITHIN 48" OF HOLDOWN OR COL BAR TO MATCH SLAB REING ES BLOCKOUT (#4 MIN). T&B AT DBL MAT AS OCCURS N AT SLAB EDGE -I AT SLAB CORNER I o CJ 24"0 MIN SONOTUBE BASER BLOCKOUT SLAB FOR COL 24" SQ MIN OPTIONAL DIAMOND BLOCKOUT CARBON SCREW ANCHOR IN 2500 PSI MIN CONCRETE ANCHOR TYPE ANCHOR AND PILOT HOLE DIA MINIMUM EMBEDMENT H. MINIMUM EDGE DIST Cmin MINIMUM SPCG Smin MINIMUM CONCRETE THICKNESS Hmin INSTALL & TEST TORQUE (FT -LB) MAXIMUM INSTALL TORQUE (FT -LB) SIMPSON TITEN HD (ICC-ESR 2713) 1/4 " 1 5 " 11/2" 11/2" 31/4 " 10 24 3/" 2'/2" 13/4" 3" 4" 10 50 1/2" 31/" 13/4" 3" 5" 10 65 8/8" 4" 13/4" 3" 6" 10 100 3/4 " 51/ " 13/4" 3" 8 3/4 " 20 150 HILTI KH-EZ (ICC-ESR 3027) 1/4" 1 %" 11/" 3" 31,%" 10 18 3/8" 21/" 11/" 3" 4" 10 40 ,/2" 3" 1 %" 3" 4%" 10 45 %' 31/4" 13/" 4" 5" 10 85 3/" 4" 1 %" 4" 6" 20 95 STAINLESS STEEL SCREW ANCHOR IN 2500 PSI MIN CONCRETE SIMPSON TITEN HDSS (IAPMO UES ER-493) %., 21/2" 13A" 3" 4" 10 40 /2" 31/4" 1 %" 4" 5" 10 70 6/8" 4" 1 %" 3" 6" 10 85 3A. 51/2" 13/4" 3" 83/4" 20 150 ANCHOR PER PLAN & DETAILS TOP OF CONC 3/6 "0 OVS HOLE AT STL THICKER THAN 12GA (1/8 ") MAX 11/6 "0 OVS HOLES OTHERWISE EDGE OF CONC AS OCCURS I, Cmin Smin _\ HOLE DEPTH PER MFR NOTES: 1. EXCEPT AT EXTERIOR EXPOSURE CONDITIONS, PROVIDE CARBON STEEL ANCHORS UNO. INSTALL SCREW ANCHORS PER MANUFACTURER'S INFORMATION AND ICC REPORT INSTRUCTIONS. SPECIAL INSPECTION IS REQUIRED PER SECTION 1705 OF THE CBC AND THE REQUIREMENTS OF THE ICC REPORTS. INSTALLED ANCHORS SHALL BRING CONNECTED PLIES INTO FIRM CONTACT, MEETING THE INSTALL TORQUE BUT NOT EXCEEDING THE MAXIMUM INSTALL TORQUE. 2. CONTRACTOR TO VERIFY MINIMUM EDGE DISTANCES, SPACING AND THICKNESS ARE IN ACCORDANCE W/ SCHEDULE PRIOR TO INSTALLING ANCHOR. 3. HOLES TO BE DRILLED W/ ROTARY DRILL ONLY. WHEN INSTALLING DRILLED -IN ANCHORS IN EXISTING REINFORCED CONCRETE, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. MAINTAIN 1" CLEARANCE BETWEEN REINFORCEMENT AND THE DRILLED -IN ANCHOR. FILL ABANDONED HOLES W/ HIGH STRENGTH GROUT. 4. THE SPECIAL INSPECTOR SHALL PERFORM PERIODIC/CONTINUOUS INSPECTION IN ACCORDANCE WITH TABLE 1705.3. THE SPECIAL INSPECTOR SHALL INSPECT ANCHOR TYPE, ANCHOR DIMENSIONS, HOLE CLEANLINESS, EMBEDMENT DEPTH, CONCRETE TYPE, CONCRETE COMPRESSIVE STRENGTH, DRILL BIT DIAMETER, HOLE DEPTH, EDGE DISTANCE(S), ANCHOR SPACING(S), CONCRETE THICKNESS, AND TIGHTENING TORQUE. SCREW ANCHOR IN CONCRETE NOTES: 1. LOCATION OF PIPE/CONDUIT BY OTHERS. 2. PROVIDE SLEEVE AT PIPE PERSIM. PIPE/CONDUIT • SLAB PER PLAN 1" MAX 11/2" MIN CLR C1 - 1 1/2" MIN COVER-1 COMPACTED CRUSHED BASE ROCK PIPE/CONDUIT REQUIRING EMBEDMENT IN CONC 6" MIN 24" MAX /� VAPOR RETARDER - SEAL AT PENETRATION, TYP z O o z Zm w BUNDLED PIPE/CONDUIT PIPE/CONDUIT PIPE/CONDUIT IN COMPACTED ROCK CONDUIT & PIPE AT SLAB ON GRADE 3/4" = 1'-0" #4 CONT REINF PER PLAN DEPRESSED SLAB - 4" MAX 3/4" = 1'-0" SAD 4" MAX W/ SUBGRADE STEP TO MAINTAIN ROCK THICKNESS, 2" MAX W/O SUBGRADE STEP IF AREA LESS THAN 100 SQ FT OTHERWISE STEP UBGRADE 24" #3 - @ 16"oc STD HK SKEW TO FIT #4 CONT X 2 0 I < 6" DEPRESSED SLAB - 12" MAX 3/4" = 1'-0" STUD WALL 2x PTDF SILL R W/ 1/2"0 AB OR SCREW Q AB W/ 5" EMBED cn @ 48"oc DEPRESSED SLAB AS OCCURS, SAD #4 CONT 8" #3 L @ 18"oc 4" EMBED AT ADHESIVE ANCHOR", 2" MIN COVER AT ADHESIVE ANCHOR 8" VAPOR RETARDER CONT -I i I 1 1 I -III 1 PAD GRADE #4 CONT ALT TO AB: HILTI X- CP 72 OR SIMPSON PDPAWL-287MG @ 16"oc, EXCEPT AT CURB PROVIDE THICKENED SLAB WHERE AB ARE USED #4x 1 ADHESIVE ANCHOR @ 18"oc IN LIEU OF CIP DWL AT CONTRACTORS OPTION, SEE ROUGHEN TO 1/" AMPLITUDE ALT CURB OPTION NON -BEARING STUD WALL AT SLAB 3/4" = 1'-0" STD LAP HOOK 0 STD HOOK o_ J flRT (2) ADDL VERTAS BARTO READ ARL OR i FTG REINF / PLAN VIEW - SINGLE LAYER CORNER BAR TO MATCH HORIZ BAR LAP TD HK o- J 0 1- ADDL VERT AS REQD TYP WALL OR FTG REINF STD HK AT ADDL BARS STD HK LAP - - 1IUBARTO MATCH HORIZ BAR PLAN VIEW - 2 OR MORE LAYERS NOTE: FOOTING REINFORCING AT CORNER AND INTERSECTION TO BE SIMILAR 16 -S1.10 TYPICAL CORNER, INTERSECTION AND END REINFORCING N z_ 2 N SYM ABOUT TYP REINF PROVIDE REINF TO MATCH FTG REINF 12" MIN I 40" MAX LAP � 1 TIES AS OCCUR STEP W/ BOT OF FTG 1- o- w 0 L STD HK PROVIDE REINF TO MATCH FTG REINF 3" CLR TYP 18" 2x 'S' NOTES: 1. DO NOT LOCATE BLOCKOUT WITHIN 48" OF SHEAR WALL HOLD DOWN, IN FRAME FOUNDATIONS OR COLUMN PAD FOOTINGS. 2. MINIMUM DISTANCE BETWEEN BLOCKOUTS OR OTHER PIPES TO BE 48". FOUNDATION BLOCKOUT 3/4" = 1'-0" CONC FTG OR PAD FTG DEEPEN FTG W/ LEAN CONC WHERE DEEPER TRENCH IS REQD 4xb NO DEPTH RESTRICTIONS ON TRENCHES OR DEEPENING OF FTGS OUTSIDE THIS ZONE T - 18" MIN NO 'PIPES' PARALLEL TO FTG THIS AREA rep b _1 i II I III I I ;,III 2 1 �Oa 01 4.0114 •ow: TRENCHING ADJACENT TO FOOTING 3/4" = 1'-0" SLAB, CURB OR STEMWALL LAP y LAP 6" MIN 1I III 11I III I1111, I '- 'PIPE' IN BACKFILLED TRENCH - LOCATE ONLY ABV SLOPED LINE FOR INFORMATION NOT NOTED SEE WHERE TOP OF FTG CONTINUES THRU, EXTEND REINF TO END AND HK SLAB, CURB, OR STEMWALL STEPS W/ REINF SIM TO FTG STEPS 5 STD HK, TYP REINF BARS TO BE SAME SIZE & NUMBER °° Q o_ AS TYP FTG = 2 I- REINF I I I I I TYP FTG REINF LAP w o_ 2H MIN NOTE: REMOVE ALL EARTH LOOSENED DURING EXCAVATION AND FILL W/ CONCRETE. STEPPED FOOTING 3/4" = 1'-0" FIRST CONC PLACEMENT SECOND CONC PLACEMENT JT CAP TYP REINF 8" MIN 11 3" CLR TYP III II III ,LAP FIRST CONC PLACEMENT `- FTG SECOND CONC PLACEMENT 1/2"0 x 18" SMOOTH ROD @ 16"oc ALT: SPEED DOWEL @ 16"oc W/ #4x24" 8" MIN METAL JOINT z N � 1/2" SQ FLEXIBLE SEALANT J KEY FROM BEVELED 2x4 CONSTRUCTION/DOWEL JOINT PLASTIC CJ OR 1/8" MASONITE OR 1/2" TOOLED JT FILLED W/ FLEXIBLE SEALANT OR TYP SLAB ON GR TYP REINF CONT THRU CONTROL JOINT FORMED JOINT z N OTHER DETAILS SAWCUT WITHIN 8 HOURS OF CONC PLACEMENT. USE JT SEALANT COMPOUND TO FILL CUT T 0 TYP SLAB ON GR TYP REINF CONT THRU SLAB ON GRADE JOINTS MINIMUM BAR LAPS FOR REINFORCING STEEL CONCRETE STRENGTH: 2500 PSI OR GREATER (STAGGER SPLICES) SIZE LAP LENGTH SIZE LAP LENGTH SIZE LAP LENGTH #3 19" #6 38" #9 94" #4 25" #7 61" #10 115" #5 37"* #8 77" #11 138" (CLASS B TOP BAR) BAR SPCG SHALL NOT BE LESS THAN 4x BAR DIA OR 4". * WHERE COVER NOT LESS THAN 11/2", #5 LAP LENGTH = 31" CONC COVER FOR REINF STL 'CLR' 3" CAST AGAINST EARTH OR GR EXPOSED TO EARTH (FORMED) OR WEATHER #5 & SMALLER- #6 & LARGER - 2" NOT EXPOSED TO EARTH OR WEATHER #5 & SMALLER - 1" #6 & LARGER, & ALL BM STIRRUPS, COL TIES & SPIRALS- - - 11/" ALL REINF SHALL EXTEND AS FAR AS POSSIBLE. WHERE BAR SPLICES ARE REQUIRED, BARS SHALL BE LAPPED PER SCHEDULE ABOVE UNLESS DETAILED OTHERWISE. WHERE REINF TERMINATES AT END OF MEMBER, REINF SHALL END IN A STD 90° OR 180° HK UNLESS DETAILED OTHERWISE. 180° HOOK R=3 db FOR #3 TO #8 R=4 db FOR #9 TO #11 1 4-4 db OR 2 1/2" MIN STANDARD HOOKS & BENDS N 90° HOOK 6 1 MAX LAP i COL BAR & STRUCT OFFSET SPLICE I135° db R = 2db 135° STIRRUP STIRRUP TIES #3, #4, #5 #3, #4, #5 WIRE TOGETHER AT EA END 6db 3"MINy CROSSTIE #3.#4.#5 TYPICAL REINFORCING DETAILS (f'c = 2500psi MIN) 3/4" = 1'-0" LOC VERT PIPES INSIDE WALL 'PIPE' THRU FTG IN 'PIPE' SLEEVE 1 1/2" MIN II 1 1/2" MIN VERT PIPE (WRAPPED) THICKEN AT 'PIPE' AS REQD TO PROVIDE CLEARANCE TO REINF & CONC COVER TO 'PIPE'. PROVIDE #4 HORIZ AT'PIPE'. 1 DEEPEN FTG AS REQD FOR PIPE COVER & CLEARANCES TO REINF STL PER NOTE #3 n - 1 1/2" PLAN VIEW d 3d 8" MAX TYP REINF 48" MIN TO NEXT BUNDLE DIA 'PIPE' THRU FTG LAP PER NOTE #3N- TYP REINF o 3d OPTIONAL BUNDLED 'PIPE' SLEEVE PER NOTE #3 2 SEE NOTE #8 0 'PIPE' 'PIPE' II: PER NOTE #3 CONT FTG PAD FTG SIMILAR "U" BARS, SIZE TO MATCH TYP FTG REINF (#6 MAX), 18"oc, (2) MIN EXCEPT WHERE FTG HAS ONLY (1) BAR T&B NOTES: 1. 'PIPE' = ANY PENETRATION THRU OR EMBEDDED IN FOUNDATION. 2. ALL PIPES THROUGH FOOTINGS TO BE WRAPPED OR SLEEVED AS FOLLOWS: a. SLEEVES: PROVIDE 1" MIN CLEAR ALL AROUND 0.D. PIPE TO I.D. SLEEVE, UNO. SEAL SLEEVE ENDS W/ MASTIC OR PLASTIC BITUMINOUS CEMENT. b. WRAPPED VERTICAL PIPES: PROVIDE 1/8" NOMINAL SHEET FOAM W/ (3) WRAPS MINIMUM, UNO. c. WRAPPED HORIZONTAL PIPES: PROVIDE I/8" NOMINAL SHEET FOAM W/ (8) WRAPS MINIMUM, UNO. d. UNDERGROUND FIRE LINES 4" AND LARGER: 1. SLEEVES: PROVIDE 2" MIN CLEAR ALL AROUND 0.D. PIPE TO I.D. SLEEVE. SEAL ENDS PER ABOVE. 2. WRAPPED: PROVIDE 1/8" NOMINAL SHEET FOAM W/ (16) WRAPS MINIMUM. 3. WRAPPED AND SLEEVED PIPES SHALL HAVE 11/2" MIN CLEAR TO REINF STEEL. MINIMUM CONCRETE COVER AT PIPES TO BE 3". 4. CLEARANCE BETWEEN 'PIPES' TO BE 3d MIN TYP W/ A MAXIMUM OF (8) PIPES PER 48". GROUPS OF PIPES MAY BE BUNDLED AS SHOWN, EXCEPT IN PAD FOOTINGS. 5. NO 'PIPE' TO RUN PARALLEL IN FOOTINGS, STEM OR CURB. 6. PVC CONDUIT ('PIPE') EMBEDDED IN CURB/STEM MAY BE WIRE TIED TO HORIZONTAL REINF. 7. NO HORIZONTAL PIPES ALLOWED THROUGH FOOTING WITHIN 2'-0" EACH SIDE OF HOLDOWNS OR STEEL COLUMNS. NO VERTICAL PIPES ALLOWED IN FOOTINGS AT BRACED FRAMES. 8. PROVIDE 18" MIN OF COMPACTED FILL ABOVE PIPES UP TO 12"0, FOR LARGER PIPES INCREASE COMPACTED FILL DEPTH 1'-0" FOR EACH 6" INCREASE IN PIPE DIAMETER. OTHERWISE DEEPEN FOOTING AS SHOWN. PIPES THRU FOOTING ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 santa rosa ca 95404 707.526.0992 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. RECONCILIATION SET NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. ©2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT 10/02/2024 100% DESIGN DEVELOPMENT FDN & STL ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS Oakland, CA 94607 Contractor OVERAA Construction Drawing Title TYPICAL CONCRETE DETAILS Drawing No. 0-S1 .1 0 A SKA Project Number: 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT Users\bretts\OneDrive - ZFA Structural Engineers\Documents\23656_Alameda County Fire Training_S22C_bretts©zfa.com.rvt 10/2/2024 4:53:40 PM MIN LENGTH PER PLAN SAD FOR ACTUAL LENGTH 12"oc FIELD NAILING, TYP SILL E SPLICE AS OCCURS STGR WALL PEN AT SHTG SPLICES PER WALL PEN TRIM STUD OR TRIM POST AS OCCURS AT OPNG PLAN VIEW WALL STUD PER PLAN TYP UNO STGR AB WHERE SHTG OCCURS ES SHTG ES AS OCCURS 41/2" MIN AND 12" MAX AB TO E END OR SPLICE SHTG SPLICE ALIGNED W/ c STUD, 3x STUD AT SHTG SPLICE AS REQD PER SW SCHED AND WHERE SHTG OCCURS ON ES OF WALL HD PER - FULL HT POST AT HD, SIZE PER 8 UNO PER PLAN WALL CORNER/END/ INTERSECTION PER SCHEMATIC SHEAR WALL CONSTRUCTION 3/4" = 1-0" RIM JOIST/BLKG TO TOP R, TOE NAIL TRUSSES, JOISTS OR RAFTERS AT ALL BEARING POINTS TOE NAILS EACH SIDE TRUSSES, JOISTS OR RAFTERS TO SIDE OF STUDS EIGHT (8) INCH JOISTS OR LESS 10d © 6"oc FOR EACH ADDITIONAL 4 INCHES OF DEPTH OF JOIST BLOCKING BETWEEN JOISTS OR RAFTERS: TO JOIST OR RAFTERS - TOE NAILS EA SIDE, EA END TO JOIST OR RAFTER BEARINGS - TOE NAILS EA SIDE BLOCKING BETWEEN STUDS, EACH END TOE NAILS BRIDGING TO JOIST, TOE NAIL EACH END 2" SUBFLOOR TO JOIST OR GIRDER, BLIND & FACE NAIL SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL - SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS TOP PLATE TO STUD, END NAIL (2) 10d (3) 16d (1) 16d (2) 10d (2) 10d (2) 10d OR (2) 16d (2) 8d (2) 16d 16d © 16"oc STUD TO SOLE PLATE, TOE NAIL DOUBLE STUDS AT EXTERIOR WALLS, FACE NAIL DOUBLE STUDS, FACE NAIL - (3) 16d @ 16"oc (2) 16d DOUBLE TOP PLATES, FACE NAIL TOP PLATES, LAPS & INTERSECTIONS, FACE NAIL CONTINUOUS HEADER, TWO PIECES - DOUBLE TOP PLATE LAP AT CORNER CONTINUOUS HEADER TO STUD, TOE NAIL (4) 8d 16d @ 12"oc 16d © 24"oc 16d @ 12"oc (3) 16d 16d © 16"oc ALONG EACH EDGE (3) 16d CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL BUILT-UP CORNER STUDS POST TO SILL/SOLE/TOP PLATE, EACH SIDE TOE NAIL NAILING SCHEDULE 3/4" = 1'-0" 2x/3x 3/8" AT 2x 3/4" AT 3x o_ 1- z w o- PEN, STGR ROWS ON ES OF JT PEN AT 2x/3x 3/8" 1/2" • • z w a 1- (4) 8d (3) 16d (3) 16d 16d © 12"oc (4) 10d 4x 1/2' 3/4" a • • • • • • STGR ALONG EA �! ROW OF PEN PEN AT 3x PEN AT 4x 1/8" GAP BTWN PANELS 1/8" GAP BTWN PANELS 1 %" MIN PENETRATION AT 8d 11/2" MIN PENETRATION AT 10d INTO JST, STUD OR BLKG SECTION AT TYPICAL NAIL SPACING (4"oc OR MORE SPACING AT FLOOR OR ROOF) (6"oc SPACING AT SHEAR WALL) z w a 1 %" MIN PENETRATION AT 8d 11/2" MIN PENETRATION AT 10d INTO JST, STUD OR BLKG SECTION AT CLOSE NAIL SPACING (3"oc OR LESS SPACING AT FLOOR OR ROOF) (4"oc OR LESS SPACING AT SHEAR WALL) NOTE: SHEATHING SHEETS ARE TO BE AS LARGE AS POSSIBLE. STAGGER SHEETS. JOINTS ARE TO BE CENTERED OVER BEARING. NAIL HEADS SHALL BE DRIVEN FLUSH W/ SHEATHING. MINIMUM SHEATHING SIZE IS 24" WIDTH x 48" LENGTH AT FLOOR AND ROOF, AND 12"x48" AT WALLS. SHEATHING NAILING 1 1/2" = 1-0" SLOPING TOP Ft'_ AS OCCURS I I I I�I I I III. II II WALL PEN DBL ROW PEN TO FULL HEIGHT KING STUD OR HD POST, TYP HD AS OCCURS PER PLAN WALL PEN SW HDR OPENING SW =iu 117:/151:77 II u NOTE: FRAMING SHOWN IS SCHEMATIC, SEE PLAN FOR SPECIFIC REQUIREMENTS SCHEMATIC SHEAR WALL ELEVATION FRMG DBL TOP Ft'_ WALL PEN POST AT HD PER CS x WALL LENGTH W/ 8d @ 4"oc ABV & BLW OPENING AT HDR & SILL. 2x4 FLAT BLKG UNDER AT WALLS - SOLID BLK AND STRAP BOTH SIDES WHERE SHTG IS BOTH SIDES FRMG OR FDN 2x BLKG AT ALL UNSUPPORTED EDGES, 3x BLKG AS REQD PER SW SCHED AND WHERE SHTG OCCURS ON ES OF WALL 1/2" MAX CLR, FL' WASHER — EDGE TO INSIDE FACE OF SHTG BOT OF WALL CONDITION VARIES, SEE PLAN SECTION AB TO OCCUR WITHIN MIDDLE THIRD OF SILL R, INCREASE R WASHER SIZE AS REQD SILL Ft SIZE, AB SIZE, AND AB SPCG PER SW SCHED, GALV E WASHER MIN 0.229" x 3" SQ NOTES: 1. PEN = PLYWOOD/OSB EDGE NAILING PER SW SCHED. 2. SILL R AB WASHER HOLE MAY BE OVERSIZED UP TO 3/16". WASHER MAY BE DIAG SLOTTED UP TO 13/" IN LENGTH. WHERE HOLE IS OVERSIZED OR SLOTTED, PROVIDE STD CUT WASHER. POST OR TRIM STUD FULL HEIGHT POST PER SCHED (4x MIN) SCREWS TO POST PER MFR A35 ES T&B AT HDU8 & LARGER z 2 II 3„ II II II MIN H WALL PEN PER SW SCHED TO POST W/ HD SHEAR WALL SHTG NOT SHOWN HOLDOWN PER SCHEDULE SILL R & ANCHORAGE PER SW SCHED WALL PEN TO SILL F PIPES THRU FTG 12" MIN FROM HD EMBED E BLW BOT REINF, 12" MIN AB & WASHER PER SCHED PROVIDE NUT ES WASHER LOCALLY DEEPEN FTG TO MAINTAIN CLR COVER 10d @ 12"oc MIN SHTG STUD WALL SHTG PEN SHTG 12" 3" CLR MIN FIN FLR OR TOP 4. OF CURB HOLDOWN AB OR THRD ROD WASHER AT AB MIN POST SIZE UNO ON PLANS HDU2 %"0 1/4"x21/" SQ 4x HDU4 %"0 1/4"x21/2" SQ 4x HDU5 %"0 1/4"x21/2" SQ 4x HDU8 7/8"0 5/16"x3" SQ 6x6 HDU11 HDU14* 1"0 1"0 3/8"x31/2" SQ 3/"x31/2"SQ 6x6 6x6 *NUTS AT ANCHOR ROD TO BE HEAVY HEX TYPICAL HOLDOWN 3/4" = 1-0" STUDS AT INTERSECTION 16d AT PEN SPCG PEN 16d COMMON @ 1 "oc PEN 16d AT PEN SPCG SHTG STUDS AT INTERSECTION 16d AT PEN SPCG STUD WALL 16d COMMON AT PEN SPCG STUDS AT INTERSECTION STUDS AT CORNER SHTG PEN 16d AT PEN SPCG SHTG WHERE OCCURS PEN PEN WHERE OCCURS 16d AT PEN SPCG PEN POST & HD 16d @ 12"oc STUD WALL TOP OF h FOOTING 16d AT PEN SPCG PEN SHTG POST & HD STUD WALL HD AT INTERSECTION SHTG 16d COMMON AT PEN SPCG PEN SHTG POST & HD PEN SHTG HD AT INTERSECTION 16d COMMON AT PEN SPCG STUD WALL PEN SHTG AS OCCURS HD AT CORNER PEN POST & HD SHTG HD AT CORNER AND END TYPICAL PLAN VIEW OF STUD WALL INTERSECTIONS (2) 16d AT 2x4 STUDS (3) 16d AT 2x6 & 2x8 STUDS (2) 2x CONT TOP E, UNO STUDS PER 2x BLKG AT SHTG JOINTS, UNO (1) 2x FULL HT STUD TYP (2) 2x FULL HT STUD AT OPENING > 4'-0" (3) 2x FULL HT STUD AT OPENING > 8'-0" UNO ON PLANS CONDITION WHERE BOLT OCCURS AT STUD 2x BLKG A35 3/4"0 HOLE CSK 1" MAX FOR NUT & WASHER TOP R BREAK 4'-0" MIN LAP SPLICE (AT STUD) W/ (12) 16d, TYP UNO r L HDR PER SCHED, UNO ON PLAN TYP DOOR PTDF SILL R CURB WHERE OCCURS TREAT END W/ PRESERVATIVE AT CURB (2) 16d AT EA I L J BOT E BREAK (AT STUD) r L HDR PER SCHED, UNO ON PLAN TYP WINDOW AT 3x SILL: (4) 10d TN AT 2x6 (6) 10d TN AT 2x8 L #4x -1 CURB END OF SILL R OR_ BAR AT DOOR NOTCH OR HOLE WIDER THAN 1/3 R WIDTH TYPICAL STUD WALL AND OPENING FRAMING 3/8" = 1-0" DBL FRMG MEMBERS ES OF OPNG WHERE FRMG IS INTERRUPTED, UNO HGR, TYP 4x HDR TO MATCH JST DEPTH, UNO PEN TO MEMBER AT EDGE OF OPNG FOR 3 TIMES LENGTH OF OPNG 2x FLAT BLKG, UNO 5 7 J L 4'-0" MAX OPENING OPENING TO 4'-0" SQ AB PER TYP UNO L L CS16 x "2W" LENGTH STRAP AT ES OF OPNG GREATER THAN 24"x24" ON TOP OF SHTG FRAME OPNG PER O N J OPNG • 5 STRAP PERO J F- L r < 4'-0" / CLOSELY SPACED OPENINGS BETWEEN FRAMING PEN AROUND OPNG 2x6 W/ A35 EA END (USE 4x W/ HGR AT MECH EQUIP ATTACHMENT) J OPNG L 24" MAX PLAN / L PEN TO CONT 5 FRMG FOR 2 TIMES 'L' 2x6 W/ A35 EA END (USE 4x W/ HGR AT MECH EQUIP ATTACHMENT) ROOF OR FLOOR JST DO NOT CUT 2x6 W/ A35 EA END (USE 4x W/ HGR AT MECH EQUIP ATTACHMENT) LOC OPNG BTWN FRMG, NO ADDL OPNG WITHIN 4'-0" ALL AROUND, WHEN CLOSER OPNG OCCUR SEE�� ISOLATED OPENING BETWEEN FRAMING UP TO 24" OPENING IN DIAPHRAGM 3/4" = 1-0" BLK EDGES OF OPNG CS16 x 3'W' T&B = (2'-0" MAX) OPENING : / . • • W (14 1/2" MAX) UNO SPECIFICALLY ON STRUCT PLANS �n I WALL PEN TO STUD ES OF OPNG FOR DISTANCE 'H' ABV AND BLW OPNG NOTES: 1. OPENINGS < 6" SQ DO NOT REQUIRE BLOCKING AND STRAPPING. 2. NO ADDITIONAL OPENINGS WITHIN 4'-0" ALL AROUND. 3. NO OPENINGS PERMITTED IN SHEAR WALL ©OR HIGHER OR IN SHEAR WALLS LESS THAN 10'-0" LONG UNLESS SPECIFICALLY DETAILED ON STRUCTURAL PLANS. CONTACT STRUCTURAL ENGINEER FOR ASSISTANCE. 4. FRAME OPENINGS PER 1/0-S1.WJ-IERE STUDS ARE INTERRUPTED. SMALL OPENINGS IN SHEAR WALLS * = 12" MAXIMUM 41/2" MINIMUM 0 D/4 MAX NAILS TO MATCH LAP SPLICE, ES OF SPLICE (16d @ 12"oc MIN) A35 ONE SIDE T&B AT EXT OPENINGS <_ 6'-0" A35 ES T&B AT OPENINGS > 6'-0" (4) 16d, TYP A35 T&B TYP AT EXT OPENING >_ 4'-0" (1) 2x TRIMMER, TYP (2) 2x TRIMMER AT OPENING > 6'-0", UNO ON PLANS NOTCHING OF STUDS NOT PERMITTED. FOR HOLES IN STUDS SEE DBL E AT OPENINGS > 4'-0" NO SPLICES ALLOWED A35 T&B TYP AT EXT OPENING >_ 4'-0" HEADER SCHEDULE MAX SPAN NOMINAL HEADER BRG NON-BRG 6'-0" 4x8 OR 6x6 4x6 OR 6x6 8'-0" 4x10 OR 6x8 4x8 OR 6x6 10'-0" 4x12 OR 6x10 4x10 OR 6x8 12'-0" 6x12 4x10 OR 6x8 . HEADERS TO MATCH WIDTH OF WALL STUDS. 2. HEADERS TO BE DF #1, MIN UNO. 3. FOR LARGER OPENINGS, SEE PLANS. 4. HEADER MAY BE USED AS LOWER TOP E AS REQD BY OPENING HEIGHT. 5. AT 2x8 WALLS, USE 6x HEADER + 2x + SHIM OR 63A" GLB + SHIM. L/3 MIN D MIN L/2 MAX 3D MAX D/4 MAX D MIN I I JST OR RAFTER 2" MIN z 2 0 D'/3 MAX ST2122 - CENTER ON HOLES AND ON DOUBLE E 4'-0" MIN FROM HOLE TO TOP E SPLICE MEMBER AND HOLE D = DEPTH OF JOIST OR RAFTER D' = STUD OR PLATE WIDTH L = CLEAR SPAN NOTE: DO NOT NOTCH OR DRILL STUDS AND JOISTS WITHIN D' OR D OF KNOTS IN WOOD HOLES AND NOTCHES IN WOOD STUDS, JOISTS, AND PLATES 3/4" = 1-0" TOP E SPLICE STRAP PER SCHED A35 (4) 16d TO BM TYP STUDS INTERIOR LTP4 DBL TOP E A35 EPCZ 16d @ 12"oc ES POST TO MATCH BM WIDTH AND WALL THICKNESS, TYP TYP DBL TOP E A3 END CU 3 ES PER PLAN AND V\i T TO BEAR TYPICAL BEAM IN AND THRU STUD WALL PARALLEL 2x MIN SB 48"oc SHTG TRUSS 2x MIN SB @ 48"oc SDPW19600 @ 48"oc MAX SDPW19600 EA BLK FULL HT STUD WALL PERPENDICULAR UD ES TO BM S BM 0 MATCH BM WIDTH ALL THICKNESS, TYP 12"oc ES PRE -MANUFACTURED TRUSS FRAMING SHTG STRUCT FRMG SDPW19600 EA BLK DBL TOP E PROVIDE SHAPED UPPER TOP E TO MAINTAIN 1/2" GAP AT SLOPED RAFTERS FULL HT STUD WALL PARALLEL PERPENDICULAR NOMINAL OR MANUFACTURED LUMBER FRAMING 3/4" 1/2" GAP 1/2" GAP NOTE: INSTALL SDPW AT OF BLOCKING OR STRUCTURAL FRAMING AND WITHIN MIDDLE HALF OF DOUBLE TOP PLATES TYPICAL NON-STRUCTURAL STUD WALL DETAILS ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 santa rosa ca 95404 707.526.0992 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. RECONCILIATION SET NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT 10/02/2024 100% DESIGN DEVELOPMENT FDN & STL ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 loth Street, Suite 201 Oakland, CA 94607 Contractor OVERAA Construction Drawing Title TYPICAL WOOD DETAILS Drawing No. 0-S1.20 A SKA Project Number: 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT E 0 U N @) UI N N 0) cmI a) c Q 0 a) E 471 D co N -63 a) O 0 12 a) c .0, c w U 2 Q w N 0 a) c O in 0) C MECH UNIT CONNECT UNIT TO CURB PER MFR PROVIDE 18GA Z CLIP W/ (4) #10 TEK SCREWS TO MECH UNIT & (4) #10 TEK SCREWS TO CURB ALL SIDES, MIN 1/4"0x3" LAG BOLT @ 24"oc & 6" FROM ENDS (MIN (3) ES) CURB PER MECH DWGS 4x W/'/"0 LAG BOLT @ 32"oc & 12" FROM ENDS (MIN (2) ES) OMIT WHERE NOT REQD 4x OR GLB MECHANICAL CURB DETAIL ABOVE 4x OR GLB 1 1/2" = 1'-0" SIM AT LOW BM END (2)'/"0x4"WS (WHERE D IS LESS THAN CASE I OR EQUAL TO 11/") • 3/ "0 LAG SCREW AT Q. BM (WHERE D IS CASE 2 GREATER THAN 11/4") NOTES: 1. DO NOT OVERCUT NOTCHES OR SEAT CUTS. 2. D MAX = BEAM DEPTH/4 SEE OTHER DETAILS FOR ADDITIONAL NOTCH OR SEAT CUT SIZE INFORMATION. 3. MINIMUM LAG SCREW LENGTH = D + 21". BEAM SEAT CUT/NOTCH REINFORCEMENT 3/4" = 1'-0" 4x i (7) EQ SPACES (3) STAGGERED ROWS PEN 13) ROWS PEN AT 4x 3x�, (5) EQ SPACES (2) STAGGERED ROWS PEN (2) ROWS PEN AT 3x (SIM AT 4x) 3x/4x LEDGER (OR TOP R AS OCCURS) SECTION AT BOUNDARY MEMBER (3) ROWS PEN, STGR, ES JT (3) ROWS PEN AT 4x 3x 3/8" • 1/2" (2) ROWS PEN STGR, ES JT (2) ROWS PEN AT 3x p (2) ROWS PEN, STGR, ES JT (2) ROWS PEN AT 4x 1/4" GAP BTWN PANELS JST, BM, OR BLKG SECTION AT SHEATHING PANEL SPLICE NOTE: SHEATHING SHEETS ARE TO BE AS LARGE AS POSSIBLE. STAGGER SHEETS. JOINTS ARE TO BE CENTERED OVER BEARING. NAIL HEADS SHALL BE DRIVEN FLUSH W/ SHEATHING. MINIMUM SHEATHING SIZE IS 24" WIDTH x 48" LENGTH. FLOOR/ROOF SHEATHING - MULTIPLE NAIL ROWS 1 1/2" = 1'-0" 0 SILL SPLICE AS OCCURS 4 1/2" MIN 12" MAX,, — SILL & CONDUIT 4 1/2" MIN 12" MAX, TYP OFFSET CONDUIT CASE 1 - SINGLE. CONDUIT DIAMETER s D/3. MIN SPCG = 16"oc 1.5D<L<3D 41/2" CASE 2 - SPLIT IN SILL 4 1/2" 1/2" SPCG PER SW SCHED jrSPLITS LONGER THAN 3D REQUIRE REPLACEMENT OF SILL CASE 3 - SINGLE. CONDUIT DIAMETER > D/3 41/2" 14 1/2" MAX 4 1/2,"� SPCG PER ,� II SW SCHED O PER SCHEDO o Z 00000 CASE 4 - NOTCH FOR CONDUIT 4 1/2" 14 1/2" 4 1/2" SPCG PER MAX / SW SCHED CONDUIT - LOCATE ON SIDE OPPOSITE FROM SW SHTG o o o 0fl©oo© CASE 5 - MULTI CONDUIT. DIAMETER > D/3 SCHEDULE A CASE 3 CASE 4 CASE 5 SW® 48" 32" 48" SW© 64" 48" 64" SW© 80" 64" N/A SW© AND HIGHER N/A N/A N/A NOTE: 1. ALL PENETRATIONS THROUGH SHEAR WALL SILL PLATE SHALL CONFORM TO THE REQUIREMENTS OF THIS DETAIL OR BE REROUTED PRIOR TO INSTALLATION OF SILL. 2. PROVIDE ADDITIONAL ANCHOR BOLTS AS REQUIRED TO MEET INDICATED SPACINGS. ADDITIONAL ANCHOR BOLTS TO BE INSTALLED AT CENTERLINE OF SILL PLATE PER 15/0-S1.W10HERE NECESSARY. AB DIA AS REQD BY SW SCHED. MATCH CAST -IN -PLACE EMBED. HOLES IN PLATES AT SHEAR WALLS 3/4" = 1'-0" NOTE: PROVIDE BOLTS 41/4" MIN & 12" MAX FROM EE OF ALL NAILERS WALL SHTG ES AS OCCURS MB MAY BE USED IN LIEU OF WELDED THRD STUD HSS COL PER PLAN 2x ES W/ 3/4"0 WTS @ 32"oc, TYP UNO - PROVIDE 3x ES W/ 5/ "0 WTS @ 24"oc AT WALL PEN LESS THAN 6"oc HSS COLUMN WITHIN WALL 2x OR 3x ES 2x TRIM STUD, SAD FOR END OF WALL LOC SEE OTHERWISE HSS COLUMN AT END OF WALL (EDGE OF OPNG SIM) 4x ES W/ %"0 WELDED THRD STUD @ 24"oc, TYP UNO - PROVIDE %"0 WTS @ 12"oc AT WALL PEN LESS THAN 4"oc, BEVEL CORNER OF NAILERS PAF @ 24"oc SHIM AS REQD SEE OTHERWISE HSS COLUMN AT CORNER 3x W/ %"0 WELDED THRD STUD @ 32"oc, CSK (1" MAX) , TYP UNO BLKS WHERE REQUIRED ALIGN W/ NAILER ABV 2x UNO, CSK NOT PERMITTED AT 2x SEE OTHERWISE WIDE FLANGE NAILER (CHANNEL & HSS SIM) TYPICAL STEEL BEAM/COLUMN NAILERS 3/4" = 1'-0" NON STRUCT ROOF SHTG STRUCT ROOF SHTG 2x T&G DECKING PURLIN 10d TN @ 12"oc STGR SLEEPER TO FRMG, TYP VERIFY TN DOES NOT EXTEND WITHIN 1/" OF UNDERSIDE OF 2x DECKING FOR APPEARANCE. RIGID INSUL W/ SLEEPERS 8dx1'/" AT PEN TO 2x AT INT SPACES, SAD T&G DECKING SECTION THRU PURLIN 16d AT ROOF PEN TO PURLIN SECTION THRU DECKING AT STRUCT SHTG SPLICE SPLICE STRUCT SHTG OVER SUPPORTS ONLY 1 I 2x DECKING BLW CENTERED __LILT I II I I II I I I_� LL PLAN VIEW AT STRUCT SHTG SPLICE PURLIN BLW TOP PLATE SPLICE SCHEDULE MARK LAP SPLICE (CASE 1) STRAP SPLICE (CASE 2) A (12) 16d PER 4'-0" MIN LAP MSTC28 B (22) 16d PER 4'-0" MIN LAP MSTC40 C (26) 16d PER 6'-0" MIN LAP MSTC52 D (32) 16d PER 6'-0" MIN LAP MSTC66 E (36) 16d PER 8'-0" MIN LAP MSTC28 EA SIDE F (44) 16d PER 8'-0" MIN LAP MSTC40 EA SIDE G (50) 16d PER 10'-0" MIN LAP MSTC52 EA SIDE NOTES: 1. AT LAP SPLICES, SPACE NAILS @ 3"oc MIN (MAX 12"oc). STAGGER AT 21/4" GAGE. 2. USE STRAP SPLICE WHERE BM INTERSECTS TOP E. 3. NAILS TO MATCH LAP SPLICE ES OF SPLICE (16d @ 12"oc MAX) 4. USE SPLICE TYPE A UNO. SEE SEE EQUAL# NOTE 3 LAP NOTE 3 NAILS EE CASE 1 2x SB W/ PEN & 16d AT PEN SPCG TO R STUD ALIGNED UNDER PLATE SPLICE, TYP CASE 2 TOP PLATE SPLICE SCHEDULE AND DETAILS 3/4" = 1'-0" LEDGER SPLICE SCHEDULE MARK CASE STRAP/PLATE CASE STRAP/PLATE AO 1 MSTA24 - OB 1 MSTA30 - CO 2 MSTI48 3 MSTI60 DO 2 CMST14x5'-6" 3 CMST14x6'-0" OE 2 (2) MSTI48 4 R'/4" W/ (6) 1"0 MB ES OF SPLICE STRAP OVER SHTG OPTION BM AS OCCURS SEE STRAP CASE 1 CASE 3 OTE #3 CASE 2 SPLICE BOTH R'- HERE STRAP 0 w SPLICE NOTES: 1. PROVIDE 3x OR (2) 2x STUDS AT SPLICE 2. ALL NAILS TO BE 10d NAIL ALL HOLES 3. FOR CASE 1, SPLICE W/ MSTA36 AT BM 4. USE SPLICE TYPE 'A' UNO DRILL STRAPS FOR HGR NAILS 1" MINI,1,1" MIN STRAP DBL STRAP AS OCCURS --c 3'/" MAX DEEP x 1/4" MAX WIDTH SLOT IN BM 1 1/2" CASE 4 SLOT BM NEAR END ONLY PER CASE 3 _1 3/4" 1 3/4" HUS HGR TO FIT BLW STRAP NOTCH TOP OF JST AS REQD LEDGER OR RIM SPLICE SCHEDULE 3/4" = 1'-0" TIE STRAP SCHEDULE STRAP CASE 1 CASE 3 OTE #3 CASE 2 SPLICE BOTH R'- HERE STRAP 0 w SPLICE NOTES: 1. PROVIDE 3x OR (2) 2x STUDS AT SPLICE 2. ALL NAILS TO BE 10d NAIL ALL HOLES 3. FOR CASE 1, SPLICE W/ MSTA36 AT BM 4. USE SPLICE TYPE 'A' UNO DRILL STRAPS FOR HGR NAILS 1" MINI,1,1" MIN STRAP DBL STRAP AS OCCURS --c 3'/" MAX DEEP x 1/4" MAX WIDTH SLOT IN BM 1 1/2" CASE 4 SLOT BM NEAR END ONLY PER CASE 3 _1 3/4" 1 3/4" HUS HGR TO FIT BLW STRAP NOTCH TOP OF JST AS REQD LEDGER OR RIM SPLICE SCHEDULE 3/4" = 1'-0" TIE STRAP SCHEDULE MARK STRAP MIN. NAILING ES OF • MAX. NAIL SPACING (SEE NOTES#1&#2) MIN. END LENGTH (EL) CASE 1 CASE 2 EL RL CS16 (10) 10d 10d @ 4"oc STGR FILL ALL NAIL HOLES 10d @ 4"oc STGR 12" © CS14 (13) 10d 10d @ 4"oc STGR FILL ALL NAIL HOLES 10d @ 4"oc STGR 16" © CMSTC16 (25) 10d 10d @ 3"oc STGR FILL ALL NAIL HOLES 10d @ 3"oc STGR 24" O I CMST14 (33) 10d 10d @ 3'/z"oc STGR FILL ALL NAIL HOLES 10d @ 3'/z"oc STGR 32" CMST12 (43) 10d 10d @ 3'/z"oc STGR FILL ALL NAIL HOLES 10d @ 31/2"oc STGR 48„ 1. CASE 1 APPLIES UNLESS END LENGTH (EL) IS NOTED ON PLANS. WHERE END LENGTH (EL) IS NOTED, SEE CASE 2. 2. AS REQUIRED, PROVIDE CLOSER NAIL SPACING TO MEET MINIMUM NAILING EACH SIDE OF • . EQ CUT LENGTH • EQ CASE 1 CUT LENGTH END LENGTH (EL) REMAINDER LENGTH (RL) • CASE 2 3. LOCATE STRAPS OVER SHEATHING AND BLOCK UNDER STRAP W/ FLAT 2x6 (2x4 AT CS16/CS14) WHERE NO FRAMING OCCURS, UNO. 4. SEE PLANS FOR STRAP LENGTHS, LOCATIONS AND DETAILS, UNO. TIE STRAP SCHEDULE 3/4" = 1'-0" CEILING JOIST SCHEDULE MAX SPAN JOIST SIZE HANGER IF REQUIRED LEDGER IF REQUIRED 9'-0" 2x4 @ 16"oc LU24 2x4 W/ (2) 16d @ 16"oc 12'-6" 2x6 @ 16"oc LU26 2x6 W/ (3) 16d @ 16"oc 14'-0" 2x8 @ 16"oc LU28 2x8 W/ (4) 16d @ 16"oc 19'-0" 2x10 © 16"oc LU210 2x10 W/ (5) 16d @ 16"oc NOTES: 1. CEILING JOIST SCHEDULE IS BASED ON LL = 10 psf. 2. WHERE LEDGERS ARE NAILED THROUGH WALL SHTG, USE 20d NAILS IN LIEU OF 16d NAILS. 3. PROVIDE MIDSPAN BLOCKING AT 2x10 JOISTS. R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P ZFA STRUCTURAL ENGINEERS 1212 fourth street I suite z zfa.com santa rosa ca 95404 707.526.0992 zfa job no.23656 copyright © 2024 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. RECONCILIATION SET N L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT G 10/02/2024 100% DESIGN DEVELOPMENT FDN & STL ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Drawing Title TYPICAL WOOD DETAILS Drawing No. O-S1.21 10/2/2024 4:53:41 PM RIGID INSULATION OVER 2x T&G DECKING W/ SLEEPERS 3/4" = 1'-0" CEILING JOIST SCHEDULE 3/4" = 1'-0" SKA Project Number: 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 E 0 U N _oI 0 N N 0I E 1- 0 c 0 0 a) E Q1 D co N N a) O 12 0 a) 0 c w 2 a w in 0 a) c O B 0) a) 10/2/2024 4:53:42 PM 1/' ` 1-16 AT HSS COL TYP STUD OR TRACK TRACK OR STUD W/ PAF @ 16"oc OR ALT WELD HSS PAF @ 16"oc TYP, ALT AT CONC WALL #8 SMS AT 32"oc STUDS TO STUD - TYP STUD TYP TRACK #8 SMS AT 32"oc STUDS TO STUD TYP STUD TYP TRACK STUD OR TRACK 2" LARGER THAN WALL STUDS TYP TYPICAL CORNERS AND INTERSECTIONS 1" = 1'-0" TYP ES (T&B AT TRACK & FLAT STUD HDR) 1/�� 1 (2) WELDS ES TYP BEND AT TRACK WEB ,/8 V TYP T&B WELDED CONNECTION EDGE OF WALL AS OCCURS 3" MIN TO EDGE OF WALL TYP STUD OR TRACK 54 MILS R 3" x HEADER HT ES W/ (3) #8 SMS TO JAMB & HDR (OMIT AT TRACK & FLAT STUD HEADER) L1'/2"x1'/"x TRACK GAUGE OR 54 MILS MIN x (STUD WIDTH -1/ ") W/ (3) #8 SMS EA LEG T&B ALT SCREWED CONNECTION (INTERIOR NON-BRG ONLY) JAMB STUDS PER SCHED I� CUT FLANGE ES & EXTEND WEB TO OVERLAP W/ JAMB W/ (3) #8 SMS ES HEADER PER SCHED (3) #8 SMS TYP CUT & BEND TRACK AS SHOWN TRIMMER WHERE OCCURS SCREWED CONNECTION TYPICAL HEADER CONNECTION 1" = 1'-0" JAMB STUDS PER SCHED (3) #8 SMS TYP #8 SMS ES TYP SILL PER CUT & BEND AS SHOWN T&B SCHED WELDED CONNECTION TYPICAL SILL CONNECTION 1" = 1'-0" TRACK TO MATCH STUD DEPTH W/ #10 SMS AT 12"oc EA FLANGE AS REQD JAMB STUD PER SCHED OR HOLD DOWN STUD PER OTHER DETAILS (2) #10 SMS @ 12"oc UNO BACK-TO-BACK CONNECTION T L WELDED CONNECTION ALT CONNECTION #10 SMS @ 6"oc TYP JAMB STUDS PER SCHED TRACK THICKNESS TO MATCH JAMB STUDS (4" MAX DEPTH) BOXED CONNECTION JAMB STUD CONFIGURATIONS TYPICAL NON -BEARING HEADERS AND SILLS 1 1/2" = 1'-0" CLIP CONN TO STUD CONN TO ABV MIN JAMB STUD THICKNESS NOTES SIMPSON SCW (2) #14 SMS (2) #12 43 MILS STL NETWORK SL CLIP (3) #12 SMS (3) #12 43 MILS 4"x2"x97MILSx4" CLIP W/ 1/4"x2" VSH (2) #12 SMS (2) #12 43 MILS NOTE: PROVIDE CLIP ES JAMB STUD AT ALL OPENING GREATER THAN 4'-0" NOTCH TRACK FOR CLIPS JAMB STUD DEFLECTION TRACK 1 1/2" = 1'-0" DEFLECTION TRACK (2) PAF @ 16"oc (2) ES AT JAMBS OR OPTIONAL WELD TYP SLIP TRACK PER OTHER DETAILS CLIP EA SIDE W/ CONNECTIONS PER SCHED ABV OPTION 1'/2-16 2 WELDS ES JAMB INTERRUPT TRACK TO PASS JAMB CLIPS VERTICLIP CLIP SL600 JAMB CLIP AT OPNG 0/ 6'-0" WIDE, PROVIDE CLIP ES AT OPNG 0/ 9'-0" WIDE, SHOOT EA CLIP TO STL BM W/ (4) PAF TYP FOR INFORMATION NOT NOTED SEE ATTACHMENT OF JAMB STUDS TO STEEL BEAM 1" = 1'-0" HSS BRACE PER ELEV, BOX BM CONN NOT PERMITTED AT BRACE PROTECTED ZONE MTL STUD TRACK MATCH THICKNESS OF BOX BM 54 MILS MIN MTL STUD BOX BM WHERE OCCURS NOTE: CONNECTIONS TO HSS BRACE W/ PROTECTED ZONE REQUIREMENT ON S6.1. MTL STUD BOX BM SEE OTHERWISE W OR HSS COL PER PLAN BOX HEADER CONN TO STEEL FRAMING 1" = 1'-0" JET TRACK TRACK ONLY TRACK (ES '/8 2-12 STUD TRACK & STUD TRACK T&B ES '/a�2-12 STUDS ES '/V2-12 ALT TO WELDS: #8 SMS @ 12"oc (TYP 4 PLACES) MULTIPLE TRACKS & STUDS HEADER CONFIGURATIONS 54 MILS ANGLE 3"x3"x4" LONG W/ (4) #12 SMS TO BOX BM AND (3) #12 SELF DRILLING SCREWS TO STL COL TYP MTL STUD BOX BM #12 SMS @ 1'h"oc (3) MIN AT 6" HDR (4) MIN AT 8" HDR (6) #12 SELF DRILLING SCREWS TO STL COL TYP NOTE: 1 SEE SCHEDULE 0-51.3 FOR REQD TRACK AND STUD SIZES. TRACK TRACK ONLY TRACK ALT TO WELDS: 54MILS x2"x4"F. W/ (4) #8 SMS @ 24"oc ES TRACK & STUD SILL CONFIGURATIONS ATTACHMENT TO STRUCTURE PER STUDS PER ELEV OR DETAILS NOTES FOR ALL OPTIONS: 1. WALL COVERING SHALL NOT SCREW TO TOP TRACK. 2. WHERE SHTG DOES NOT EXTEND TO STRUCTURE/ TOP OF WALL, PROVIDE STRAP AND BLKG PER AT UNSHEATHED FACE AT 4'-0"oc MAX. OPTION A OPTION B (INTERIOR WALLS ONLY) NON -BEARING WALL TRACK AT TOP 1" = 1'-0" TOP TRACK PER WALL AT BM (2) PAF OR OPTIONAL WELD 2"x%"x54 MILS COLD ROLLED @ 16"oc OR 1'/z" x54 MILS 1'/z" Z @ 16"oc W/ (2) PAF TOP TRACK PER 4" MAX WALL OFFSET AT BM (2) PAF OR OPTIONAL WELD 2"x%"x54 MILS COLD ROLLED @ 16"oc OR 1'/z" F x54 MILS 1'/z" Z @ 16"oc W/ (2) PAF OPTION WALL AT BM W/ FIREPROOFING TOP TRACK "T150" TO MATCH STUDS, 54 MILS MIN AT INT STUDS, 68 MILS MIN AT EXT STUDS UNO NO ATTACHMENT TO TRACK BLW "T200" TRACK TO MATCH SIZE & THICKNESS OF TYP STUDS UNO W/#8SMS ES TO EA STUD OR JAMB PIECE IN BOT ''/2' OF TRACK 54 MILS MIN SLOTTED SLIP TRACK W/ ALLOWANCE FOR 3/4" DEFLECTION INSTALL PER MFR & ICC ES REPORT STUDS PER ELEV OR DETAILS STL BM PER PLAN (2) PAF @ 16"oc OR OPTIONAL WELD STL BM PER PLAN OPTION FIREPROOFING SAD STL BM PER PLAN TOP TRACK PER (2) #10 SMS ATTACHMENT OF NON -BEARING STUDS TO STEEL BEAM 1" = 1'-0" BOTH SIDES 3/4 WELD ATTACHMENT BOTH 3/ SIDES IF PUNCH -OUT OCCURS AT RUNNER - PROVIDE 1"x1'/" END STIFF TO MATCH STUD GA #8 SMS ES (2) #8 SMS REPAIR AT PUNCH -OUT #8 SMS ES SCREW ATTACHMENT STUD OR JOIST TO TRACK 1" = 1'-0" #8 SMS EA SIDE JAMB STUDS PER SCHED L2x2x97 MILS x 3" (3) #8 SMS %"0 x 4" SCREW AB PER TRACK jr 4" AT DOOR > 4'-0" WIDE JAMB STUD PER SCHED #8 SMS ES TRACK PAF PAF 4" jr jr AT DOOR < 4'-0" WIDE JAMB STUD BASE 1" = 1'-0" NOTE: STUDS TO HAVE FULL BEARING ON TRACK TYP JAMB STUDS PER SCHED #8 SMS ES TRACK PAF ES JAMB 2 1/2"; 1,1, 2 1/2" TYP (INTERIOR ONLY) FOR INFORMATION NOT NOTED SEE COLD FORMED FRAMING SCHEDULE LOCATION MINIMUM MEMBER SIZE MAX SPAN/LENGTH MAX SPACING UNO REFERENCE DETAIL INTERIOR STUDS 400S162-43 18'-0" 16"oc 600S162-33 30'-0" 16"oc INTERIOR STUDS W/ SHELVING OR EQUIPMENT ANCHORAGE 400S162-54 15'-0" 16"oc 600S162-43 15'-0" 16"oc INTERIOR HEADERS (2) 600S162-43 STUDS AND (2) 400T150-43 TRACKS b 5 12'-0" �� IL 1 (2) 800S162-43 STUDS AND (2) 600T150-33 TRACKS (2) 400S162-33 STUDS AND (2) 400T150-43 TRACKS b 5 8,-0„ IL L_J �I SEE 0-S1.30 400T200-43 (OR 600T200-43) b 5 4'-0" INTERIOR SILLS 400S162-43 STUD AND 400T150-43 TRACK (OR 600S162-33 AND 600T150-33) b <_ 14'-0" n I-1 SEE 0-S1.30 400T150-43 (OR 600T150-43) b 5 8'-0" f-1 INTERIOR JAMBS (2) 400S162-43 (OR (2) 600S162-33) 15'-0" b 5 12'-0" 400S162-43 (OR 600S162-33) 15' 0" b 5 4-0" SEE 0-S1.3 CEILING JOISTS 400S162-33 10'-0" 16"oc 600S162-43 17'-0" 16"oc SEE S1.31 CEILING HANGERS 400S162-43 h 5 6'-0" Q 400S162-43 & 400T 150-43 h < 8,-0„ SEE 0-S1.31 1. TYPICAL TRACKS TO BE SAME GAUGE AS STUD, 43 MIL MIN (UNO). FLANGE TO BE 11/" MIN. 2. MULTIPLE ADJACENT WINDOWS TO EACH HAVE INDIVIDUAL HEADERS AND FULL JAMB STUDS BETWEEN WINDOWS. 3. TYP WALL BRIDGING/BLKG PER 1/0-S1.31 . 4. TYP STUD/JOIST TO TRACK PER 6/0-S1.30 . 5. COORDINATE STUD DEPTH W/ ARCH DRAWINGS. INCREASE MIN HDR, SILL OR JAMB MEMBER DEPTHS AS REQD TO MATCH ACTUAL WALL STUD DEPTH. 6. "b" INDICATES OPENING WIDTH PER 2/0-S1.30 . 7. JAMBS TO CONTINUE TO FOUNDATION AT MULTI -STORY CONDITIONS. 8. METAL STUD SECTIONS THAT ARE PART OF BUILT-UP HEADERS SHALL BE UNPUNCHED. SCHEDULE - COLD FORMED METAL FRAMING, UNO 3/4" = 1'-0" FOR PARTIAL HT WALL SEE TRACK PER FOR CONN TO CONC SEE 4" 4" SYM ABOUT AT SILL IT IT INTERIOR NON -BEARING WALL (OPENING AS OCCURS) 1" = 1'-0" MIN EDGE DISTANCE PER SCHED ANCHOR PER SCHED CONC OVER METAL DECK MIN EDGE DISTANCE PER SCHED ES AT CURB NOTE: NO POWDER DRIVEN PINS AT CURB ANCHOR PER SCHED STUD & TRACK ir PER SCHED AT CURB OR CONC WALL ADDL FASTENER 4" EA SIDE OF JAMB STUDS AT DEFLECTION TRACK PER STUDS, JAMBS, AND MULLIONS PER SCHED SEE(1 0-S1.3 BRIDGING PER 13 -S1.3 ANCHOR PER SCHED STL FRAMING PER PLAN STL FRAMING ANCHOR PER SCHED CONC SLAB PER PLAN AT SLAB ON GRADE ANCHOR TYPE, DIAMETER AND SPACING LOCATION SCREW ANCHOR POWDER DRIVEN PINS EXPANSION ANCHOR CAST -IN- PLACE DETAIL EXTERIOR WALL SLAB ON GRADE (H=15'-0" MAX) '/2"0 @ 32"oc NOT PERMITTED , 0 @ 32 oc / 0 @ 48 oc O INTERIOR WALL SLAB ON GRADE /2"0 @ 48"oc 0.157"0 @ 16"oc '/%"0 @ 48"oc 1/2"0 @ 48"oc B INTERIOR WALL SLAB ON MTL DECK %"0 @ 48"oc 0.157"0 © 16"oc %"0 @ 48"oc N/A O EXTERIOR WALL SLAB ON MTL DECK (H=15'-0" MAX) %"0 @ 16"oc NOT PERMITTED 3/8 "0 @ 16"oc N/A O (H=14'-0" MAX) STL FRAMING N/A 0.157"0 @ 16"oc N/A N/A OD MIN CONC EDGE DISTANCE 13/4" 3" 3" 3" REF DETAIL & NOTES ® STAGGER PINS NOTE #4 I-s1.10 0-51.10 NOTES: 1. PROVIDE (2) ANCHORS MIN PER TRACK SEGMENT. 2. FOUNDATION AND SLAB REINFORCING PER OTHER DETAILS. 3. CENTER FASTENERS W/ TRACK UNO. 4. SEE PLAN AND SCHEDULE FOR ADDITIONAL ANCHORAGE REQUIREMENTS, AS OCCURS. 5. PROVIDE ANCHOR EACH END OF TRACK. END DISTANCE MIN 1'/2" AND MAX 3" OR MIN CONCRETE EDGE DISTANCE AS OCCURS. TYPICAL BOTTOM TRACK ANCHORS AT CONCRETE AND STEEL 1" = 1'-0" CLIENT R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P O ZFA STRUCTURAL ENGINEERS 1212 fourth street I suite z zfa.com santa rosa ca 95404 707.526.0992 zfa job no.23656 copyright © 2024 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. RECONCILIATION SET N M L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT 10/02/2024 100% DESIGN DEVELOPMENT FDN & STL ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Drawing Title TYPICAL CFS ELEVATION AND CONNECTION DETAILS Drawing No. O-S1.30 " SKA Project Number: 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 2 CLIENT Users\bretts\OneDrive - ZFA Structural Engineers\Documents\23656_Alameda County Fire Training_S22C_bretts©zfa.com.rvt D C 1/2" MAX 1/2" MAX BM AS OCCURS (2) PAF @ 12"oc OR WELD OPTION OPTION '/8 3-12 CONT 68 MILS TRACK MTL DECKING Ft'- 97 MILS x6"x12" AT EA HGR STUD W/ (2) #8 SMS, ES (4 SMS TOT) CONT 68 MILS TRACK (4) #8 SMS HANGER STUDS — MTL DECKING CONT 68 MILS TRACK (2) #8 SMS @ 12"oc AT OF LOW FLUTE HANGER STUDS HANGER STUDS rAMI /Of jr 1 MIN L6x4x12"x68 MILS W/ (4) #8 SMS DIAG BRACE BRACES MTL DECKING L6x4x68 MILS x12" MIN W/ (2) #8 SMS AT OF LOW FLUTE (4 SMS TOT) (4) #8 SMS DIAG BRACE MTL DECKING E 97 MILS x12"x12" W/ (2) #8 SMS AT 1" Q OF LOW FLUTE MIN (4 SMS TOT) OMIT Ft IF L6x4 ALIGNS W/ LOW FLUTE (4) #8 SMS HANGERS & BRACES AT METAL DECK FOR INFORMATION NOT NOTED SEE 1 0-S 1.3 1" = 1'-0" O STUD WHERE REQD #8 SMS @ 16"oc 400S162-43 BRACE @ 4'-0"oc UNO BRACE 1 (4) #8 SMS 1 400S162-43 BRACE AT HGR LINE SPACING = 2x HGR LENGTH HANGER STUDS PER (2) #8 SMS TO EA HGR CONT STRONG BACK PER PROVIDE 400S162-43 WHERE BRACE LENGTH EXCEEDS 6'-0" TYP 6" MAX\\\\\ 400S162-43 BRACE @ 4'-0"oc UNO� TYP ALT CONN : JST STUD OR HGR TYPICAL BRACE CONNECTIONS 1" = 1'-0" 1 1/2" 1 1/2" 1 /2' ,,, TYP HSS, BASE Ft & AB ■ 5/a "0 x 6" SCREW ANCHOR PER UNO WINDOW CONT TRACK (68 MILS MIN) H S S4x4x'/4 @ 6'-0"oc MAX UNO ON PLAN OR ELEV 24" #3 $TOP OF SLA 3/ 6 O #12 SMS ES EA VERT STUD (68 MILS MIN) ES W/ (4) #12SMSTOHSS — 1 1/2" 1 1/2" AT CORNER 0 0 z_ co TRACK CONT CUT TO ALLOW HSS TO PASS 11111 121 O FOR INFORMATION NOT NOTED SEE TYPICAL SECTION AT PARTIAL HEIGHT WALL 1" = 1'-0" 0� (MAX LOAD 400 PLF) L 11/2"x1'/2"x 54 MILS x (STUD WIDTH -1/2") OR BEND WEB OF TRACK W/ (3) #8 SMS EA LEG 54 MILS TRACK #8 SMS @ 12"oc (3) MIN TYP 54 MILS STUD DBL STUD JAMB PER ES OF BUILT-UP BLK, ATTACH TO STRUCTURE W/ DBL CONN T&B HEAVY DUTY WALL BACKING PLATE 1" = 1'-0" 4" MAX BM PER PLAN 162S125-33 MIN STUDS @ 16"oc AT BM DEPTH >_ 14" AS REQD FOR FINISH ATTACHMENT, BOTH SIDES AS OCCURS PAF @ 24"oc TYP TRACK TO STL BM 0 INFILL AT STEEL BEAM #8 SMS TYP INCREASE STUD WIDTH AS REQD 1 1/2" = 1'-0" (4) #10 SMS EA SIDE OF SPLICE X 2 N 1" MIN 1" MIN NESTED S162 STUD SAME MILS AS TRACK TOP TRACK SPLICE L3x3x54 MILx0'-4" W/ (4) #10 SMS EA LEG O ALT BRACE IF POSSIBLE BRACE SIZE & SPACING PER a TOP TRACK TYPICAL BRACE AT TOP OF PARTIAL HT WALL 1 1/2" = 1'-0" CLG JSTS (4) #8 SMS WALL STUDS FOR CONN AT TOP SEE AT SOFFIT CONDITION TYP UNO nr L1V2"x1'/2" x 54 MILS W/ #8 SMS AT EA JST & STUD - AT SOFFIT CONDITION OPTIONAL ATTACHMENTS FOR CONN AT TOP SEE CLG HGR ES CONT BLKG PER CONT 400S162-43 CLG JST STRONG BACK AT MID -SPAN OR BLK SOFFIT JST PER 1 OMIT AT SPAN < 12'-0" 0-S1.3 CONT TRACK SIZE & GA TO (2) # MATCH JSTS _. TYP #8 SMS ES EA JST (3) #8 SMS AT EA STUD OR OPT WELD BRACE © 48"oc PER 8 SMS II 1 111.I� TRACK AT END I ,/ WALL STUDS J/�I MAX SPAN PER AS OCCURS AS OCCURS OPT AT EA STUD UNO CLG HGR AS REQD CONN AT TOP SEE 8 OR BRACE AT CLG HGR LINE WHERE OCCURS PER a 0-S 1.3 (4) #8 SMS CLG JSTS PER CONT 400S162 (MILS TO MATCH JOIST) STRONG BACK AT CLG HGR LINE WHERE OCCURS BLOCKING: PIECE OF TRACK OR STUD SAME GAUGE AS STUD W/ WEB BENT AND ATTACHED TO STUDS W/ (2) #8 SMS TO EA STUD BLKG TO OCCUR AT EA END OF WALL OR ADJ TO EA OPENING AND AT 8'-0"oc HORIZ MAX BETWEEN (4) #8 SMS PER BLK GYP BD ATTACHED PER IBC (NO STRAP REQD AT GYP BD) OPTION 2 (1)#8SMS ATEA INTERMEDIATE STUD 33 MILS x 2" CONT STRAP OR 11/2" CHANNEL WHERE NO SHTG OCCURS (4) #8 SMS PER BLK MTL STUD 8 150U050-54 HORIZONTAL BRACING BOTH SIDES TYP EA STUD SEE OPTIONAL ATTACHMENTS BLW 1'/2"x1V" x 54 MILS CLIP ANGLE 'A" LESS THAN STUD WIDTH W/ (4) #8 SMS ALT: SIMPSON MSUBH3.25 PUNCH -OUT TAB BENT DOWN W/ (2) #8 SMS ALT CONN OPTIONAL ATTACHMENT A OPTIONAL ATTACHMENT B OPTION 1 ALT CONN TO SIDE 3/ OF TAB NOTES: 1. BRIDGING MAY BE PER OPTION 1 OR 2. 2. PROVIDE BRIDGING @ 4'-0"oc. 3. BRIDGING IS NOT REQUIRED WHERE PROPERLY ATTACHED SHEATHING (NOT GYP) OCCURS ON BOTH SIDES OF STUDS. GYPSUM SHEATING MAY BE USED AT NON - BEARING STUDS. 4. 8" MAX STUD DEPTH. 5. PROVIDE BLOCKING PER OPTION 2 AT LOCATIONS INDICATED ON DRAWINGS OR OTHER DETAILS. 6. GENERAL CONTRACTOR TO COORDINATE BRIDGING LOCATIONS WITH MEP. 0 WALL BRIDGING/BLOCKING 1" = 1'-0" z O CV \ -- ACTUAL SHAPE OF PUNCHOUT MAY VARY; NOT TO EXCEED MAX DIM • d/2 OR 2" MAX WHICHEVER IS SMALLER z TYP STUD/TRACK PUNCHOUT 0 TYPICAL STUD PUNCHOUT 1" = 1'-0" 16 GA x 8" STRAP W/ (3) #10 SMS AT EA STUD TYPE 1 (MAX LOAD 50 PLF) 800T200-54 TRACK OR 800S162-54 STUD W/ (5) #12 SMS AT EA STUD NOTCH FLANGES OF TRACK AT EACH STUD TYPE 2 (MAX LOAD 200 PLF) WALL BACKING PLATE R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P O ZFA STRUCTURAL ENGINEERS 1212 fourth street I suite z zfa.com santa rosa ca 95404 707.526.0992 zfa job no 23656 copyright © 2024 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. RECONCILIATION SET N M L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION G 10/02/2024 50% DESIGN DEVELOPMENT 10/02/2024 100% DESIGN DEVELOPMENT FDN & STL ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 loth Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Drawing Title TYPICAL CFS SOFFIT & MISCELLANEOUS DETAILS Drawing No. O-S1.31 10/2/2024 4:53:43 PM 0 TYPICAL CEILING JOIST FRMG AT FULL HEIGHT METAL STUDS 1" = 1'-0" 0 1" = 1'-0" SKA Project Number: 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT Users\bretts\OneDrive - ZFA Structural Engineers\Documents\23656_Alameda County Fire Training_S22C_bretts©zfa.com.rvt 10/2/2024 4:53:43 PM D C 111111 EliffailimiLW2 GROUT (SHOWN SHADED) =I=JI 3" MIN REMAINING AT RIPPED BLK, OTHERWISE FORM & FILL W/ GROUT (SHOWN SHADED), INCLUDE FACE SHELL WHERE EXPOSED TO VIEW CONT TOP OF WALL REINF PER OTHER DETAILS SLOPED TOP OF MASONRY WALL RIP CMU TO MATCH SLOPE BLK LAYOUT VARIES 3/4" = 1'-0" ADHESIVE ANCHOR IN FACE OF 2000 PSI MIN CMU ADHESIVE TYPE ANCHOR PILOT HOLE DIAMETER MINIMUM EMBEDMENT DEPTH THRD ROD REBAR SIMPSON SET-3G (ICC ESR-4844) #3 1/2" 3" - #4 %" 4" - #5 3/ 5" %• - 7/,6" 3" 1/2" - '/,6" 4" %.- 1/6" 5" %., - 7/8 " Gn HILTI HIT-HY 270 (ICC ESR-4143) _ #3 1/ " 3" - #4 % " 4" 3/g° - 7/16" 3" 1/2" - 9/6" 4" %" #5 3/" 5" 3/ ,, #6 7/ " 6" 4" MIN SPCG TYP MAX (1) ANCHOR PER CMU CELL Pr go gi TOP OF CMU WALL NO INSTALLATION WITHIN THIS ZONE EDGE OF CMU WALL 8x8x16 MIN NOMINAL BLK SIZE NO INSTALLATION WITHIN 2" OF HEAD JT WERE JT IS HOLLOW 4" MIN ELEVATION EDGE DISTANCE NOTES: 1. INSTALL ADHESIVE ANCHORS PER MANUFACTURER'S INFORMATION AND ICC REPORT INSTRUCTIONS. SPECIAL INSPECTION IS REQUIRED PER SECTION 1705 OF THE CBC AND THE REQUIREMENTS OF THE ICC REPORTS. 2. CONTRACTOR TO VERIFY MINIMUM EDGE DISTANCES, SPACING AND LOCATION ARE IN ACCORDANCE W/ THE TABLE ABOVE PRIOR TO INSTALLING ANCHOR. 3. NO CORE DRILLING PERMITTED. USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. MAINTAIN A 1" CLEARANCE BETWEEN REINFORCEMENT AND THE DRILLED -IN ANCHOR. FILL ABANDONED HOLES W/ HIGH STRENGTH GROUT. 4. THE SPECIAL INSPECTOR SHALL PERFORM PERIODIC/CONTINUOUS INSPECTION IN ACCORDANCE WITH TABLE 1705.3. THE SPECIAL INSPECTOR SHALL INSPECT ANCHOR TYPE, ANCHOR DIMENSIONS, HOLE CLEANLINESS, EMBEDMENT DEPTH, CMU TYPE, CMU COMPRESSIVE STRENGTH, DRILL BIT DIAMETER, HOLE DEPTH, EDGE DISTANCE(S), ANCHOR SPACING(S), AND CMU THICKNESS. ADHESIVE ANCHOR IN FACE OF CMU 3/4" = 1'-0" SCREW ANCHOR IN FACE OF 2000 PSI MIN CMU ANCHOR TYPE ANCHOR AND PILOT HOLE DIAMETER MINIMUM EMBEDMENT DEPTH * MINIMUM SPACING SIMPSON TITEN HD (ICC ESR-1056) %,. 2%" 2" 3/" 2%" 3" 1/" 31/" 4" 5/a " 41/ " 5" 3/ " 51/2 " 6" HILTI KH-EZ (ICC ESR-3056) /a" 1 5/" 4" 3/a" 1%" 4" �/° 21/" 4" 5%" 31/" 4" 3/•4" 4" * PILOT HOLE DEPTH = 1/2" GREATER THAN EMBEDMENT DEPTH w U w » 0 MIN SPCG AT FIXTURES 3/6"0 OVS HOLE AT STL THICKER THAN 12GA (1/s") MAX 11/6 "0 OVS HOLES OTHERWISE oo ELEVATION - TOP OF CMU WALL NO INSTALLATION WITHIN THIS ZONE EDGE OF CMU WALL 8x8x16 MIN NOMINAL BLK SIZE NO INSTALLATION W/IN 11%2" OF HEAD JT TYP 4" MIN EDGE DISTANCE NOTES: 1. INSTALL SCREW ANCHORS PER MANUFACTURER'S INFORMATION AND ICC REPORT INSTRUCTIONS. SPECIAL INSPECTION IS REQUIRED PER SECTION 1705 OF THE CBC AND THE REQUIREMENTS OF THE ICC REPORTS. 2. CONTRACTOR TO VERIFY MINIMUM EDGE DISTANCES, SPACING AND LOCATION ARE IN ACCORDANCE W/ THAT ABOVE PRIOR TO INSTALLING ANCHOR. 3. NO CORE DRILLING PERMITTED. USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. MAINTAIN 1" CLEARANCE BETWEEN REINFORCEMENT AND THE DRILLED -IN ANCHOR. FILL ABANDONED HOLES W/ HIGH STRENGTH GROUT. 4. THE SPECIAL INSPECTOR SHALL PERFORM PERIODIC/CONTINUOUS INSPECTION IN ACCORDANCE WITH TABLE 1705.3. THE SPECIAL INSPECTOR SHALL INSPECT ANCHOR TYPE, ANCHOR DIMENSIONS, HOLE CLEANLINESS, EMBEDMENT DEPTH, CMU TYPE, CMU COMPRESSIVE STRENGTH, DRILL BIT DIAMETER, HOLE DEPTH, EDGE DISTANCE(S), ANCHOR SPACING(S), AND CMU THICKNESS. (2) #5 EA END (2) #4 @ 8"oc #3 © TIES © 8"oc /I / • `• j to • j • • / fe // (2) #5 @ 8"oc MIN BTWN ENDS 24"<b548" #3 © TIES @ 8"oc • • rawA. (2) #5 EA END OF PIER 16"<b<_24" REINFORCING AT SHORT WALL SEGMENTS - PLAN VIEW 1 1/2" = 1'-0" 1" MIN GROUT ALL AROUND BOLTS IN MASONRY - FORM AS REQD EMBED PER SCHED 1/2" MIN CLR FOR GROUT P p 61 HEADED AB TIE BAR TO AB ADDL HORIZ REINF SET IN BOND UNIT TIE TO BOLT WHERE BOLTS ARE ON SLOPE ADD #4 x 12" AT EACH AB 8" CMU WALL EMBEDMENT 12" CMU WALL EMBEDMENT 16" MIN PILASTER EMBEDMENT 51/" 91/" 12" NOTE: 1. USE TEMPLATE TO SET ALL BOLTS. 2. EMBEDMENT TOLERANCE IS ±1/" AND AS REQUIRED FOR CLEARANCE TO CMU. 3. AB SHALL PROJECT NOT LESS THAN 1/4" OR MORE THAN 1" BEYOND NUT. REMOVE EXCESS THREADS WHERE NUT IS TO BE COUNTERSUNK FLUSH BOLT EMBEDMENT SCHEDULE 1" = 1'-0" POUR ABV CLEANOUTS PER SPECIFICATIONS POUR BLW NOTE: PIIP i r i i DEPTH BELOW TOP OF BLOCK z_ Q 2 CMU WALL & REINF PER PLAN 1. SEE SPECIFICATIONS FOR MAX LIFT AND POUR HEIGHTS. HORIZONTAL CONSTRUCTION JOINT 1" = 1'-0" CARBON STL EXP ANCHORS IN 2000 PSI MIN CMU ANCHOR TYPE ANCHOR & PILOT HOLE DIA MINIMUM EMBEDMENT DEPTH* MIN SPCG Smin INSTALL TORQUE (FT -LB) SIMPSON STRONG -BOLT 2 (IAPMO ER-240) 3/8" 2%" 4" 20 1/" 31/2" 35 %" 43/8" 55 3/" 51/ ,, 100 HILTI KB1 (IAPMO-ER 677) 3/8" 2%" 6" 15 1/" 35%" 5" 25 5/8" 41/2" 5" 35 3/" 51/2" 6" 50 * PILOT HOLE DEPTH = MIN (1) DIAMETER GREATER THAN EMBEDMENT DEPTH zw O 0 w DISTANCE MIN SPCG MAX (1) ANCHOR PER CMU CELL AT FIXTURES 1/6"0 OVS HOLE TYP EXCEPT 1/s"0 OVS AT %"O AND 1"0 SIMPSON STRONG - BOLT 2 ELEVATION TOP OF CMU WALL NO INSTALLATION W/IN THIS ZONE END OF CMU WALL 8x8x16 MIN NOMINAL BLK SIZE NO INSTALLATION W/IN 13%a" OF HEAD JT TYP 4" MIN EDGE NOTES: DISTANCE 1. INSTALLED EXPANSION ANCHORS PER MANUFACTURER'S INFORMATION AND EVALUATION REPORT INSTRUCTIONS. SPECIAL INSPECTION IS REQUIRED PER SECTION 1705 AND THE REQUIREMENTS OF THE ICC REPORT. 2. CONTRACTOR TO VERIFY MINIMUM EDGE DISTANCES, SPACING AND THICKNESS ARE IN ACCORDANCE W/ SCHEDULE PRIOR TO INSTALLING ANCHOR AND SHALL CONSIDER BOLT SPACING WHEN SELECTING ANCHOR TYPE. 3. NO CORE DRILLING PERMITTED. USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. USE ROTARY DRILL ONLY. MAINTAIN 1" CLEARANCE BETWEEN REINFORCEMENT AND ANCHOR. WHEN REINFORCEMENT IS PRESENT IN DRILLED HOLE ABANDON THE HOLE. FILL ABANDONED HOLES W/ DRY PACK AND FINISH TO MATCH CMU. FILL ABANDONED HOLES W/ HIGH STRENGTH GROUT. 4. THE SPECIAL INSPECTOR SHALL PERFORM PERIODIC/CONTINUOUS INSPECTION IN ACCORDANCE WITH TABLE 1705.3. THE SPECIAL INSPECTOR SHALL INSPECT ANCHOR TYPE, ANCHOR DIMENSIONS, HOLE CLEANLINESS, EMBEDMENT DEPTH, MASONRY TYPE, MASONRY COMPRESSIVE STRENGTH, DRILL BIT DIAMETER, HOLE DEPTH, EDGE DISTANCE(S), ANCHOR SPACING(S), MASONRY THICKNESS, AND TIGHTENING TORQUE. I • • • II 15! 12'-0" MAX OPNG WIDTH FAI • pllp 4114 4'-0" MAX OPNG WIDTH (2) BARS TO MATCH TYP HORIZ #5 (6 TOTAL) ADDL REINF SAME AS SINGLE LAYER CONDITION TERMINATE TYP VERT REINF IN 180° HK ALT HK DIRECTION (2) BARS TO MATCH TYP HORIZ #5 MIN LINTEL BLOCK TYP • II DBL LAYER REINF CONDITION Fr ip0K A MA ■ I 1 rne 8'-0" MAX OPNG WIDTH 180° HK AT VERT BAR EF WALL REINF SINGLE OR DBL LAYER SEE SCHED (2) BARS TO MATCH TYP HORIZ #5 MIN (4 TOTAL) NOTE: EXTEND SPECIFIED HORIZONTAL BARS BEYOND EACH SIDE OF THE OPENING PER REINFORCING AT LINTELS TOP OF WALL REINF CONT THRU CJ (2) #5 AT TOP OF WALL UNO PER OTHER DETAILS STEP CMU AT SLOPED ROOFS AS OCCURS PER Iz • -CJAS OCCURS PER -. 4 'l ,-, ;1" -S1.40 • i TYP INTERSECTION • 5 i C CONT ALL THROUGH LINTEL CJ TYP & SILL REINF AS OCCURS 24" TYP REINF S IHEDULE 0-S1.41 • WALL SEE I) 6 LAP LAP •-S1.4• TYP 6 7, TYP "b" 0-S1.4' / AT"b"<_48"SEE g -S 1.40 0-S81.4 8 • • • • ) 0-S1.4 „W„ (2) #5 AT BOT OF a WINDOW TYP UNO I >- J 1" = 1'-0" CLOSED 16x16 W/ (2) OPEN 8x16 V //// //////,I /// //////,j • • • • • • • C V///////// 7 I//////4//// ALTERNATING COURSES (8) #5 VERT UNO PER PLAN CONT REINF THRU AS OCCURS 0 #3 135° CLOSED TIES @ 8"oc UNO r ® 7 ir 14 AIW: AM' • • • 1 C • • • • • ALT OPEN PILASTER BLK BTWN 1/2" CLR TYPICAL COURSES CMU PILASTER REINFORCING 1" = 1'-0" NOTES: or0 40 SINGLE LAYER O VERTICAL REINF ROTATED HOOK DOUBLE LAYER HORIZ REINF 180° HOOK AT END OF WALL 180° HK AT HORIZ BAR EF / V / j� jC- • • • • / • / • < // AI'/ ADDL REINF SAME AS SINGLE LAYER CONDITION EXCEPT LOC ON FACES INSTEAD OF CENTERLINE DBL LAYER REINF CONDITION / / / / (6) BARS TO MATCH TYP VERT #5 MIN 12'-0" MAX OPNG u ///✓///n \ice \ (4) BARS TO MATCH TYP VERT #5 MIN 8'-0" MAX OPNG 180° HK ALT DIRECTION SEE TYP WALL REINF / • / (2) BARS TO MATCH TYP VERT #5 MIN END OF WALL OR 4'-0" MAX OPNG 1. ALL JAMB BARS SHALL BE FULL HEIGHT OF WALL. 2. ELECTRICAL CONDUIT REQUIRED NEAR THE EDGE OF ANY OPENING GREATER THAN 4'-0" SHALL BE ROUTED VERTICALLY IN FIRST OPEN ADJACENT CELL (THAT IS WITHOUT JAMB BARS OR TYPICAL WALL BAR), THEN HORIZONTALLY TO DESIRED LOCATION. DOWEL ALL VERT WALL REINF W/ STD HOOK & LAP NOTES: 48db MIN 1. "W" DENOTES WIDTH OF OPENINGS. SEE ARCH DWGS FOR SIZE & LOCATION. "b" DENOTES DIMENSION BETWEEN OPENINGS. SEE ARCH DWGS. TOP OF WALL PER PLAN #4 ES T&B 12" SQ MAX OPNG AT FREE END TYP AT CORNERS TOC OR FTG PER PLAN ADDL (3) #5 TOP AT OPNG W/IN 48" OF END OF WALL 2. DO NOT PLACE ELECTRICAL CONDUIT IN THE SAME CELL AS VERTICAL JAMB BARS. SEE 4/0-S1.40 & 8/0-S1.40 . 3. MASONRY WALL PIERS SHALL NOT BE LESS THAN 16" WIDE SEE 9/0-S1..40 4. FOR DOUBLE LAYER REINFORCED WALLS, REINFORCING SHOWN OCCURS AT EACH FACE. 5. ALL HORIZONTAL REINFORCING IN CMU WALLS SHALL TERMINATE WITH 180° STANDARD HOOK UNO. 6. ALL VERTICAL REINFORCING SHALL BE FULL HEIGHT OF WALL UNO. • TYPICAL CMU WALL REINFORCING 3/8" = 1'-0" NO CONDUIT IN LAST CELL 1 1/2" CLR OF REINF • CUT CMU FOR ELECTRICAL OUTLET BOX - DO NOT OVER CUT / " MIN CLR / / / 1" CLR TYP / 1/8" C _R MAX ALL AROUND ELECTRICAL CONDUIT (2)1"0 OR (3) 3/4"0 MAX NOTES: 1. DETAILS SHOWN ARE FOR WALLS ONLY. 2. CONDUITS SHALL NOT BE LOCATED IN WALL PIERS PER 9/0-S1.40 3. CONDUIT SHALL BE SPACED 24"oc MIN APART. 4. DO NOT TIE CONDUIT TO PARALLEL REINFORCING. 5. PLACE CONDUIT IN CELLS WITHOUT REINFORCING. 6. DO NOT PLACE CONDUITS IN JAMB CELLS PER 8/0-S1.40 J PIPES, CONDUIT, AND JUNCTION BOXES FACE OF CMU WEB BLW 1" = 1'-0" LAP STD HK DOWN /11 ///////////// • •/ . • / • TTii77TTlT7(I P77777 ' 7 / BREAK CELLS FOR FLOW OF GROUT TYP • • STD HK (2) #5 MIN STD HK 1/2" MIN CLR 3/4" MAX CLR TYP CORNER INTERSECTION 7 / DOUBLE LAYER LAP / I/• • / / • \p \ ALTERNATE: USE LAPPING CORNER BAR IN LIEU OF HOOKED HORIZ BAR • BREAK CELLS FOR FLOW OF GROUT TYP //// ///////, CORNER INTERSECTION SINGLE LAYER 0 REINFORCING AT WALL INTERSECTIONS 1" = 1'-0" (2) #5 MIN STD HK (ALTERNATE DIRECTION) 0 MINIMUM BAR LAPS FOR REINFORCING STEEL AT MASONRY STRENGTH: 2000 PSI OR GREATER (STAGGER SPLICES) SIZE LAP LENGTH SIZE LAP LENGTH SIZE LAP LENGTH #3 12" #6 54" #9 82" #4 24" #7 64" #5 36" #8 72" MINIMUM CLEARANCES 'CLR' CMU TO BAR BAR TO BAR ALL REINFORCING BARS SHALL EXTEND AS FAR AS POSSIBLE 180° HOOK 0 /R=3db FOR #3 TO #8 R=4 db FOR #9 TO #11 jr 4dbOR21/2"MIN STANDARD HOOKS & BENDS 90° HOOK 6 1 MAX LAP WIRE TOGETHER AT EA END COL BAR & STRUCT OFFSET SPLICE 6db, 2 1/2" MIN TYP db 135° STIRRUP TIES #3, #4, #5 135° STIRRUP #3. #4. #5 CROSSTIE #3.#4.#5 TYPICAL CMU REINFORCING DETAILS (f'm = 2000psi MIN) 3/4" = 1'-0" CMU WALL 1/2 "0x48" SMOOTH DOWEL @ 32"oc W/ PVC SLEEVE HALF OF DOWEL RAKE JT 1/2" EF, CAULKING ES FOR WEATHER TIGHT JT SAD TYP VERT REINF ES JT ALL* HORIZ REINF CUT AT JT TYPE O CC 1- U co w CMU WALL TYP VERT REINF ES JT RAKE JT 1/2" EF, CAULKING ES FOR WEATHER TIGHT JT SAD TYP HORIZ REINF - CUT 50%* OF BARS AT JT, DO NOT CUT BARS AT TOP OF WALL, OR AT RF OR FLR LEVEL, OR LINTEL REINF TYPE MAX 75% H 25'-0" MAX MAX 150% H 25'-0" MAX 1 MIN 48" ES OF OPNG ror �rT I 14 CMU WALL CLOSED END BLK ES OF JT PRE MOLDED CONTROL JT INSERT TYP VERT REINF ES JT ALL* HORIZ REINF CUT AT JT SITE WALL CMU WALL ALL HORIZ REINF CONT THROUGH JT TYP VERT RINF ES JT RAKE JT 1/2" EF, CAULKING ES FOR WEATHER TIGHT JT SAD * DO NOT CUT HORIZ REINF AT FLR OR RF OR TOP OF WALL, SPECIFICALLY BARS SPECIFIED IN ADDITON TO TYP HORIZ REINF. DO NOT CUT LINTEL REINF TYPED HORIZ REINF AT RF OR FLR LEDGER TO BE CONT CONT LINTEL REINF 4 JT ADJ TO CORNER 55 WALL CORNER ELEVATION CMU WALL CONTROL JOINT JT AT CHANGE IN WALL HT 3/4" = 1'-0" R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P O ZFA STRUCTURAL ENG>'NEERS 1212 fourth street I suite z zfa.com santa rosa ca 95404 707.526.0992 zfa job no23656 copyright © 2024 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. RECONCILIATION SET N M L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION G 10/02/2024 50% DESIGN DEVELOPMENT 10/02/2024 100% DESIGN DEVELOPMENT FDN & STL ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 loth Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Drawing Title TYPICAL CMU DETAILS Drawing No. O-S1.40 " SCREW ANCHOR IN FACE OF CMU 3/4" = 1'-0" EXPANSION ANCHORS IN CMU 3/4" = 1'-0" REINFORCING AT JAMB OR END OF WALL 1" = 1'-0" SKA Project Number: 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT E 0 N UI N N 0) cmI c 0 0 a) E al D coco N O 0 12 a) c .0 c w U 2 v7 Q w N a) > 0 a) c O in 0) C F6.0 7 L F6.0 7 L J L J W10x45 F6.0 L F6.0 W10x45 L F6.0 L SLD FOR SLATS F6.0 W10x45 W10x45 W10x45 SHADE STRUCTURE FOUNDATION 0 W 10x45L W10x45 W10x45 co LL 0 W10x45 W10x45 W10x45 1/8" = 1'-0" SHADE STRUCTURE ROOF 1/8" = 1'-0" 12" CONC MAT W/ #5@12"oc EWT&BO/4"GRAVEL 8" CONC WALL ALL AROUND W/ DBL CURTAIN #5 @16"oc VERT & #5 @ 32"oc HORIZ REINF PUMP TEST PIT — 12" CONC MAT W/ #5@12"oc EW T&B O/ 4" GRAVEL 8" CONC INT WALL ALL ,/— TEST PUMP PIT FOUNDATION PLAN 3/16" = 1'-0" OPEN \/ 4" CONC SLAB LID W/ #5@12"oc EW H — — — — PUMP TEST PIT 8" CONCSLAB LID — W/ #5@12"oc EW — PENETRATIONS IN CONC LID —_ SAD, TYP TEST PUMP PIT SLAB AND CURB PLAN 3/16" = 1'-0" u- 0 CF24 ��vvvvvv HSS4x4x'/8 -HSS4x4x'/8 CF24 8" PARTIAL HEIGHT CMU WALL HSS4x4x'/ NONSTRUCTURAL SLAB l_H SS4x4x �/4 F4.0 DRAIN, SAD \ / / / / / / / / / / / / / / / / / / / / /N /I HSS4x4x% SAD FOR CMU SCREEN WALL TRASH ENCLOSURE FOUNDATION 1/8" = 1'-0" SAD FOR PERIMETER FINISH AT TOP OF CMU, TYP TRASH ENCLOSURE ROOF 1/8" = N u- 0 PARTIAL HEIGHT CONC SONOTUBE PIER AROUND HSS COL, SAD F4.0 HSS6x6x'/4 PARTIAL HT 8" CMU WALL, SAD CF24 NONSTRUCTURAL SLAB F4.0 HSS6x6x'/4 8" CMU WALL TYP / / / / \ / / / / / / 1——1r 4 �I \/ 1\P �I \ �\ \ I �SOGPER \ / / cN NI n LJ L Y L J �I\I I\I \ _ J -I\ I\ \ L- _I \ ui / i i u 7-i i i i i u II i i CF24 SCBA FOUNDATION 1/8" = 1'-0" ~ O W12x40 600S250-54 @ 24 oc ----- SAD THROU FC L 1 SCBA ROOF R PENETRATIONS GH CMU WALL 1/8" = R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P ZFA STRUCTURAL ENGINEERS 1212 fourth street I suite z zfa.com santa rosa ca 95404 707.526.0992 zfa job no.23656 copyright © 2024 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. RECONCILIATION SET N L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT 10/02/2024 100% DESIGN DEVELOPMENT FDN & STL ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Drawing Title FDN AND ROOF FRAMING PLANS - SITE STRUCTURES Drawing No. 10/2/2024 4:53:44 PM O-S2.1O " SKA Project Number: 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT E 0 U N UI N N 0I 1- E i.i c 0 0 a) E DQ1 coco N -63 a) 0 0 12 a) c .0 c w 2 Q w N 0 a) c O in 0) 10/2/2024 4:53:44 PM C 0) M w 0 0) 0) P 0 co HSS5x5x1/2 HSS5x5x1/2 SW CF36 SW SW HSS5x5xY2 HSS5x5xY2 TYP AT EXT 7'-6" 10'-6" 7'-6" •� HSS5x5x1/2 \7 6"� F6.0 L- co w 0 HSS5x5x1/2 • • 0) • CF36 CONC SLAB ON GRADE PER TYP AT INT 1 ti I• •I /ST SV� \ 82'-0" CF36 coco u- 0 J • 1 TYP AT PERIMETER & INT STRUCTURAL WALLS CF36 8" CMU PARTIAL HT WALL W/ #5 @ 16"oc VERT AND HORIZ TYP, SAD FOR ELEV - CD M u- 0 y I / J X co c) 0 r KXX L L_J [SS5x5x1/2 CF36 HSS5x5x'/J 1.1 1.2 FOUNDATION PLAN - CLASSROOM BUILDING KST SV 78'-0" FR\-HSS5x5x1/2 O CV /////XL\ H SS5x5x 1/ HSS5x5x1/2 co co w 0 HSS5x5x'/ -\ 1/ / / / / / / / / / / / / / / / / / / / r L CF36 J 7 /SW\ \ 36'-0" J TYP AT CMU 3/16" = 1'-0" FOUNDATION PLAN NOTES: 1. REFER TO SHEETS 0-S0.10, THROUGH 0-S1.40 FOR GENERAL NOTES AND TYPICAL DETAILS. THE FOLLOWING DETAIL REFERENCES ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE ONLY. ALL GENERAL NOTES AND TYPICAL DETAIL SHEETS NOTED ABOVE ARE APPLICABLE AND SHALL BE FOLLOWED. 2. DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. 3. SEE DETAILS OR CURB PLAN FOR CURB LOCATIONS. COORDINATE WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. PROVIDE LONGER ANCHOR BOLTS AT CURBS PER CIO-S0.10. 4. ALL EXTERIOR WALLS NOT DESIGNATED AS SHEAR WALLS ON PLANS (INCLUDING WALLS ADJACENT TO SEISMIC GAPS) SHALL BE SHEATHED AS SHEAR WALL TYPE 'A' PER SHEAR WALL SCHEDULE, UNO. 5. PLUMBING AND ELECTRICAL CONDUIT AND GROUND STRAP SHALL NOT BE LAID WITHIN FOUNDATIONS. NO UTILITY PIPES OR CONDUITS SHALL BE LOCATED THRU COLUMN FOOTINGS OR FRAME FOOTINGS. NO PIPES OR CONDUITS THRU SILL PLATES SHALL BE WITHIN 12" OF HOLDOWN BOLTS. NO MECHANICAL, ELECTRICAL, OR PLUMBING OPENINGS SHALL BE LOCATED IN SHEAR WALLS UNLESS SHOWN AND DETAILED ON THE STRUCTURAL DRAWINGS. NO VERTICAL OR HORIZONTAL PIPES OR CONDUITS SHALL BE LOCATED THROUGH STEEL FRAMES, STEEL COLUMNS, OR STEEL BASE PLATES. PROVIDE FURRING AND/OR THICKENED CONCRETE WHERE REQUIRED TO CLEAR UTILITY SYSTEMS. NOTIFY STRUCTURAL ENGINEER/ARCHITECT PRIOR TO ANY INSTALLATION NOT CONFORMING TO THESE DETAILS. PIPES THROUGH FOOTINGS SHALL BE PER 2/0-S1.10AND 3/0-S1.10 PIPES PARALLEL TO FOOTINGS SHALL BE PER 4/0-S1.10 PIPES AT SLAB ON GRADE SHALL BE PER 7/0-S1.10. PIPES THROUGH WOOD FRAMING SHALL BE PER 2/0-S1.20 AND 5/0-S1.21. 6. CONTRACTOR SHALL DETERMINE FOUNDATION STEP LOCATIONS BASED ON GEOTECHNICAL REPORT, CIVIL, ARCHITECTURAL AND LANDSCAPE DRAWINGS. STEP FOOTING PER5/0-S1.10. PLAN LEGEND SYMBOL REFERENCE DETAIL DESCRIPTION SYMBOL REFERENCE DETAIL DESCRIPTION 1/0-S1.20 INDICATES STRUCTURAL WALL. C 1 INDICATES FOUNDATION. 7/0-S1.20 INDICATES SHEAR WALL TYPE AND MINIMUM WALL LENGTH. SYMBOL LOCATION INDICATES SHEATHED FACE OF WALL UNLESS NOTED OTHERWISE. "HDUx" INDICATES SIMPSON HOLDOWN AT EACH END UNO. CF24 INDICATES CONTINUOUS FOOTING SIZE AND REINFORCING PER SCHEDULE. KA G/0-S0.10 F2.0 INDICATES PAD FOOTING SIZE AND REINFORCING PER SCHEDULE. 10'-0" ) HDUx 12/0-S1.20 INDICATES STRAPPED SHEAR WALL WITH TYPE AND OVERALL WALL LENGTH, SEE ARCHITECTURAL DRAWINGS FOR OPENINGS."HDUx" INDICATES SIMPSON HOLDOWN AT EACH END UNO. 8/0-S1.10 INDICATES DEPRESSED SLAB, SEE ARCHITECTURAL AND PLUMBING DRAWINGS FOR COMPLETE LOCATIONS, DEPTH AND SLOPE INFORMATION. KAST\ ,DS 20'-0" / 9/0-S1.10 HDUx ■ F/0-S0.10 INDICATES WOOD POST. INDICATES STEP IN ELEVATION, SEE ARCHITECTURAL DRAWINGS. //// i ■ • 8/0-S1.20 AT FOUNDATION INDICATES POST WITH HOLDOWN. POSTS WITH HOLDOWN ARE FULL HEIGHT FROM SILL TO TOP PLATE. 7/0-S1.20 INDICATES SHEAR WALL TYPE, MINIMUM NUMBER OF SILL BOLTS (IN ADDITION TO HOLDOWN BOLTS) AND MINIMUM WALL LENGTH. (A2'-83" AT BEAM INDICATES GRIDLINE $$ I 6/0-S1.21 INDICATES STEEL COLUMN. LOCATE COLUMN AT OF WALL FRAMING (EACH WAY AS OCCURS) UNO. ® INDICATES ELEVATION. O, ■ SHEAR WALL SCHEDULE SW APA RATED EXP 1 SHEATHING NAILING (PEN) ANCHORAGE REMARKS s�.,0 BOLT FDN AT FRAMING 2 2x SILL 3x SILL 16d A35 SCREW 1 ® 1%2 " (32/16) CD 10d @ 6"oc 32"oc 48"oc 8"oc 24"oc 16"oc ® 1%2 " (32/16) CD 10d @ 4"oc 24"oc 32"oc 4"oc 16"oc 12"oc 3xALL MIN AT ADJOINING PANEL EDGES © 1%2" (32/16) CD 10d @ 3"oc 16"oc 24"oc 4"oc 12"oc 8"oc 0 1%2 " (32/16) CD 10d @ 2"oc - 16"oc @) ROWS 8"oc 6"oc O%3 '2" (32/16) CD BOTH SIDES 10d @ 3"oc - 12"oc (2)ROWS @ 2"0c 6"oc (2)ROWS @ 6,.0c NOTES: 1. 2x SILL: SDS'/4x4'/" OR SDWS 0.22"x4". AT 3x SILL : SDS'/4x6" OR SDWS 0.22"x6" 2. FOR SCREW @ 6"oc OR LESS & DBL ROW OF ANCHORAGE PROVIDE 4x OR EQUIVALENT SB/RIM BLW. AT DBL ROW STGR ROWS TYPICAL. CONTINUOUS FOOTING SCHEDULE MARK 'b' 'd' REINF 'a' REMARKS CF24 24" 18" (2) #6 T&B CF36 36" 36" (3) #6 T&B PROVIDE #3 TIES @ 24"oc CF60 60" 36" (7) #7 T&B PROVIDE #4 TIES @ 8"oc CF156 156" 36" (10) #6 T&B PROVIDE #3TIES @ 24"oc PAD FOOTING SCHEDULE MARK SIZE REINFORCING F3.0 3'-0" SQ x 18" DEEP (4) #6 T&B EW F4.0 4'-0" SQ x 18" DEEP (5) #5 T&B EW F6.0 6'-0" SQ x 36" DEEP (5) #6 T&B EW F8.0 8'-0" SQ x 24" DEEP (6) #6 T&B EW F10.0 10'-0" SQ x 24" DEEP (8) #6 T&B EW R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P O ZFA STRUCTURAL ENGINEERS 1212 fourth street I suite z zfa.com santa rosa ca 95404 707.526.0992 zfa job no.23656 copyright ©2024 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. RECONCILIATION SET N M L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT 10/02/2024 100% DESIGN DEVELOPMENT FDN & STL ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Drawing Title FOUNDATION PLAN - CLASSROOMS Drawing No. 1-S2.1O " SKA Project Number: 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT E 0 U �N1 0 N N 0) cmI 1- E i.i c 0 0 cB a) E DQ1 co -63 a) 0 12 a) c c c w U 2 Q w in 0 a) c O B L a) 10/2/2024 4:53:44 PM GABLE END DRAG TRUSS W18x46 6x12 ED 5'/8x18 GLB 6x12 6x12 ED 6x12 W18x46 cn 07 re re w 0 re 0 0) cn 1- F- Ce w 0 re 0 G RDER TRUSS GIRDER TRUSS GIRDER TRUSS W24x55 DRAG TRUSS 0) cn re (SW 32'-0" 6x10 1- 0 - FLAT BOcTI D_ re 0 ce 6x10 GIRDER TRUSS 51/8x15 GLB W Zo c GIRDER DRAG TRUSS FR TRUSSES @ 24 oc cn 1- Ce w 0 Ce GIRDER TRUSS 0 RRG WAI I RI W GIRDER TRUSS 6x12 GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS 6x12 GIRDER TRUSS GIRDER TRUSS 1 GIRDER TRUSS 6x8 GIRDER TRUSS GIRDER TRUSS -ai GABLE END DRAG TRUSS HDR PER SCHED, TYP UNO SLOPING ROOF SHEATHING 15/32" APA RATED SHEATHING (32/16) EXP 1 W/ 10d @ 16"oc EDGES (PEN) AND 12"oc FIELD II II II II II II II ALIGNED 3'/ LSL � p o n / ] /// / HUNG N SOFFIT AND WINDOW SUPPORT \ \ \ \ // / / / / / BEAM BELOW W16x45 \ \\ \ \ \ \ \ \\ W16x31 7 -- -- I Y F' I HIS tf NE GIRDER DRAG TRUSS 5'/x15 GLB 48" MAX SKYLIGHT AT 10"oc MIN IN HALLWAY, SAD TRUSSES @2A„oc FR LJ 6x12 6x12 1 I RRG WAI I RI W TYP THIS LINE ABLE END DRAG TRUSS 0 0 W16x26 W16x26 ti \\ /W\ 32S'-0" CD ROOF PLAN - CLASSROOM BUILDING FLAT ROOF SHEATHING: 19/32" APA RATED SHEATHING (32/16) EXP 1 W/ 10d @ 6"oc EDGES (PEN) AND 12"oc FIELD EXTEND 2x12 TOP CHORD FOR EAVE OR SISTER 2x12 OUTRIGGERS TO TRUSS TOP CHORD 3/16" = 1'-0" FRAMING PLAN NOTES: 1. REFER TO SHEETS 0-S0.10, THROUGH 0-S1.40 FOR GENERAL NOTES AND TYPICAL DETAILS. THE FOLLOWING DETAIL REFERENCES ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE ONLY. ALL GENERAL NOTES AND TYPICAL DETAIL SHEETS NOTED ABOVE ARE APPLICABLE AND SHALL BE FOLLOWED. 2. DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. 3. MECHANICAL, ELECTRICAL AND PLUMBING PENETRATIONS THROUGH WALLS, ROOFS OR FLOORS SHALL BE PER REFERENCES BELOW UNLESS SHOWN AND DETAILED OTHERWISE ON THE STRUCTURAL PLANS. NOTIFY ARCHITECT/ENGINEER PRIOR TO ANY INSTALLATION NOT CONFORMING TO THESE DETAILS. PENETRATIONS THROUGH SHEAR WALLS SHALL BE PER 6/0-S1.20 PENETRATIONS THROUGH FLOORS/ROOFS SHALL BE PER 5/0-S1.20 4. ALL EXTERIOR WALLS NOT DESIGNATED AS SHEAR WALLS ON PLANS (INCLUDING WALLS ADJACENT TO SEISMIC GAPS) SHALL BE SHEATHED AS SHEAR WALL TYPE 'A' PER SHEAR WALL SCHEDULE, UNLESS NOTED OTHERWISE. 5. ELEVATIONS ON PLANS AND DETAILS'' ARE TO HEIGHTS ABOVE FINISHED GROUND FLOOR ELEVATION REFERENCE 0'-0". COORDINATE TOP OF FRAMING AND LEDGER HEIGHTS AS REQUIRED TO PROVIDE ROOF SLOPES AS SHOWN ON ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. PLAN LEGEND SYMBOL REFERENCE DETAIL DESCRIPTION SYMBOL REFERENCE DETAIL DESCRIPTION 1/0-S1.20 INDICATES STRUCTURAL WALL. DRAG (100PLF) INDICATES DRAG TRUSS, ALIGN WITH SHEAR WALLS BELOW OR BEYOND AS OCCUR. DESIGN DRAG TRUSS TO TRANSFER LOAD INDICATED FROM TOP CHORD TO BOTTOM CHORD. LAOD INDICATED IS ASD SEISMIC LOAD. 1/0-S1.20 INDICATES STRUCTURAL WALL ABOVE. INDICATES LEDGER. SEE PLAN FOR SIZE AND ANCHORAGE. 7/0-S1.20 INDICATES SHEAR WALL TYPE AND MINIMUM WALL LENGTH. SYMBOL LOCATION INDICATES SHEATHED FACE OF WALL UNLESS NOTED OTHERWISE. "HDUx" INDICATES SIMPSON HOLDOWN AT EACH END UNO. INDICATES GRIDLINE A G/0-S0.10 K10'-0" $$ HDUx ® INDICATES ELEVATION. 12/0-S1.20 INDICATES STRAPPED SHEAR WALL WITH TYPE AND OVERALL WALL LENGTH, SEE ARCHITECTURAL DRAWINGS FOR OPENINGS."HDUx" INDICATES SIMPSON HOLDOWN AT EACH END UNO. (A ST\ 20'-0' / r 1 I MU I � 1,000# J 8/0-S1.21 INDICATES APPROXIMATE LOCATION, SIZE AND MAXIMUM WEIGHT OF MECHANICAL UNIT. SEE MECHANICAL DRAWINGS FOR ANCHORAGE AND ADDITIONAL INFORMATION. HDUx F/0-S0.10 INDICATES WOOD POST. ■ INDICATES STEP IN ELEVATION, SEE ARCHITECTURAL DRAWINGS. 8/0-S1.20 AT FOUNDATION INDICATES POST WITH HOLDOWN. POSTS WITH HOLDOWN ARE FULL HEIGHT FROM SILL TO TOP PLATE. / / • STRAP INDICATES POST WITH VERTICAL STRAP. POSTS WITH STRAP ARE FULL HEIGHT FROM SILL TO TOP PLATE. AT BEAM I 6/0-S1.21 INDICATES STEEL COLUMN. U 1/0-S1.21 INDICATES TOP PLATE SPLICE. SPLICE TYPE SHALL OCCUR ALONG THE ENTIRE LENGTH OF THE WALL, UNO. PROVIDE SPLICE TYPE 'A' IF NOT NOTED ON PLANS. O, ■ 3'/ax12 GLB C=1" F/O-S0.10 INDICATES GLULAM BEAM SIZE AND CAMBER. WHERE NO CAMBER IS SPECIFIED SEE WOOD FRAMING NOTES FOR TYPICAL GLULAM BEAM CAMBER. 0 2/0-S1.21 INDICATES LEDGER/RIM SPLICE. SPLICE TYPE SHALL OCCUR ALONG THE ENTIRE LENGTH OF THE WALL, UNO. PROVIDE SPLICE TYPE 'A' IF NOT NOTED ON PLANS. 11/0-S1.20 INDICATES PANEL EDGE NAILING ALONG FULL LENGTH OF MEMBER. 3/0-S1.21 INDICATES TIE STRAP. SEE SCHEDULE FOR STRAP, NAILING AND LENGTH. �(A) 4'-0") F/O-S0.10 INDICATES HANGER. /� E INDICATES CONCRETE MASONRY UNIT WALL. ///// TIE STRAP SCHEDULE MARK STRAP MIN. NAILING ES OF • MAX. NAIL SPACING (SEE NOTES #1 & #2) MIN. END LENGTH (EL) CASE 1 CASE 2 EL RL 0 CS16 (10) 10d 10d @ 4"oc STGR FILL ALL NAIL HOLES 10d @ 4"oc STGR 12" © CS14 (13) 10d 10d @ 4"oc STGR FILL ALL NAIL HOLES 10d @ 4"oc STGR 16" © CMSTC16 (25) 10d 10d @ 3"oc STGR FILL ALL NAIL HOLES 10d @ 3"oc STGR 24" OD CMST14 (33) 10d 10d @ 3'/2"oc STGR FILL ALL NAIL HOLES 1od @ 3'/2"oc STGR 32" ©E CMST12 (43) 10d 10d @ 3'/2"oc STGR FILL ALL NAIL HOLES 10d @ 3'/"oc STGR 48„ 1. CASE 1 APPLIES UNLESS END LENGTH (EL) IS NOTED ON PLANS. WHERE END LENGTH (EL) IS NOTED, SEE CASE 2. 2. AS REQUIRED, PROVIDE CLOSER NAIL SPACING TO MEET MINIMUM NAILING EACH SIDE OF • . TOP PLATE SPLICE SCHEDULE MARK LAP SPLICE (CASE 1) STRAP SPLICE (CASE 2) A (12) 16d PER 4'-0" MIN LAP MSTC28 B I (22) 16d PER 4'-0" MIN LAP MSTC40 C (26) 16d PER 6'-0" MIN LAP MSTC52 D (32) 16d PER 6'-0" MIN LAP MSTC66 E (36) 16d PER 8'-0" MIN LAP MSTC28 EA SIDE F (44) 16d PER 8'-0" MIN LAP MSTC40 EA SIDE G (50) 16d PER 10'-0" MIN LAP MSTC52 EA SIDE SHEAR WALL SCHEDULE SW APA RATED EXP 1 SHEATHING NAILING (PEN) ANCHORAGE REMARKS "0 BOLT FDN AT FRAMING 2 2x SILL 3x SILL 16d A35 SCREW' AO 1%2 " (32/16) CD 10d @ 6"oc 32"oc 48"oc 8"oc 24"oc 16"oc © 1%2 " (32/16) CD 10d @ 4"oc 24"oc 32"oc 4"oc 16"oc 12"oc 3x MIN AT ALL ADJOINING PANEL EDGES © 1/32" (32/16) CD 10d @ 3"oc 16"oc 24"oc 4"oc 12"oc 8"oc '%32" (32/16) CD 10d @ 2"oc - 16"oc (2) 'oc @ 3"O0 8"oc 6"oc OE '%32" (32/16) CD BOTH SIDES 10d 3"oc @ - 12"oc (2) ROWS @ 2"°° „ 6 oc (2) ROWS @ s"°° NOTES: 1. 2x SILL: SDS'/4x4'/2" OR SDWS 0.22"x4". AT 3x SILL : SDS'/4x6" OR SDWS 0.22"x6" 2. FOR SCREW © 6"oc OR LESS & DBL ROW OF ANCHORAGE PROVIDE 4x OR EQUIVALENT SB/RIM BLW. AT DBL ROW STGR ROWS TYPICAL. LEDGER SPLICE SCHEDULE MARK CASE STRAP/PLATE CASE STRAP/PLATE OA 1 MSTA24 - BO 1 MSTA30 - CO 2 MSTI48 3 MSTI60 © 2 CMST14x5'-6" 3 CMST14x6'-0" OE 2 (2) MSTI48 4 R'/4" W/ (6) 1"0 MB ES OF SPLICE R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P ZFA STRUCTURAL ENGINEERS 1212 fourth street I suite z zfa.com santa rosa ca 95404 707.526.0992 zfa job no.23656 copyright © 2024 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. RECONCILIATION SET N L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Drawing Title ROOF FRAMING PLAN - CLASSROOMS Drawing No. 1-S2.20 A SKA Project Number: 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT F3.0 r L HSS4x4x'/4 0 u- 0 CF60 STAIRS BY OTHERS HSS4x4x'/4 HSS4x4x'/4 E 0 0 �N1 .0 0 N N 0I .E 1- La) i.i c 0 0 a) E DQ1 coco N -63 a) 0 O 0 12 a) 0 c w 0 2 w N > 0 a) c O B in 0) F3.0 r F3.0 J L ///////////////////////1, DS INDICATES 16" SQ CONC COLUMN/PILASTER TYP CF60 F8.0 r L ///////////////// j///1 /////////// FIRE BRICK FLOOR DEPRESSION, TYP SAD F10.0 r L FOUNDATION PLAN - TRAINING TOWER J L CONC SLAB ON GRADE PE INDICATES 16" SQ CONC COL/PILASTER, TYP L CF60 J 1 0 ca u- 0 CF60 L////////////i \ \ //////////� DS / / / / / / / / / //////// 8" CMU PERIMETER SHEAR WALL W/ #6 @ 16"oc VERT AND #6 @ 8"oc HORIZ REINF TYP 0 co w 0 - 5-0" x 36" DEEP CONT CONC FTG W/ (5) #6 REINF T&B TYP 1 /4" = 1'-0" STAIRS BY OTHERS X co 0 C8x11.5 X 0 C8x11.5 0 GRATING BY OTHERS C8x11.5 /////////////////////////////// OPEN \ I / / / / / / / / ///////////// /////////i_ OPEN INTERIOR FULLY GROUTED CMU NON -BEARING WALL W/ TOP DEFLECTION GAP, TYP SAD OPENING AT FLOOR ABOVE / 16" WIDE x 16" DEEP CONC BEAM BELOW BOTTOM OF SLAB ///////////////// 12"x14" CONC SLAB W/ #6 @ 10"oc N/S AND #5 @ 12"oc E/W TYP AT ALL LEVELS C8x11.5 C8x11.5 C8x11.5 C8x11.5 C8x11.5 C8x11.5 C8x11.5 C8x11.5 C8x11.5 //////// OPEN _////////// L C8x11.5 C8x11.5 C8x11.5 C8x11.5 C8x11.5 C8x11.5 C8x11.5 C8x11.5 C8x11.5 C8x11.5 2 C8x11.5 - C8x11.5 AT TYP SECOND LEVEL FRAMING PLAN - TRAINING TOWER (2) L2'/2x2x'/ KICKERS TYP 8" CMU PERIMETER SHEAR WALL W/ #6 @ 16"oc VERT AND #6 @ 8"oc HORIZ REINF TYP C8x11.5 1/4" = FOUNDATION PLAN NOTES: 1. REFER TO SHEETS 0-S0.10, THROUGH 0-S1.40 FOR GENERAL NOTES AND TYPICAL DETAILS. THE FOLLOWING DETAIL REFERENCES ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE ONLY. ALL GENERAL NOTES AND TYPICAL DETAIL SHEETS NOTED ABOVE ARE APPLICABLE AND SHALL BE FOLLOWED. 2. DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. 3. SEE DETAILS OR CURB PLAN FOR CURB LOCATIONS. COORDINATE WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. PROVIDE LONGER ANCHOR BOLTS AT CURBS PER C/0-S0.10. 4. ALL EXTERIOR WALLS NOT DESIGNATED AS SHEAR WALLS ON PLANS (INCLUDING WALLS ADJACENT TO SEISMIC GAPS) SHALL BE SHEATHED AS SHEAR WALL TYPE 'A' PER SHEAR WALL SCHEDULE, UNO. 5. PLUMBING AND ELECTRICAL CONDUIT AND GROUND STRAP SHALL NOT BE LAID WITHIN FOUNDATIONS. NO UTILITY PIPES OR CONDUITS SHALL BE LOCATED THRU COLUMN FOOTINGS OR FRAME FOOTINGS. NO PIPES OR CONDUITS THRU SILL PLATES SHALL BE WITHIN 12" OF HOLDOWN BOLTS. NO MECHANICAL, ELECTRICAL, OR PLUMBING OPENINGS SHALL BE LOCATED IN SHEAR WALLS UNLESS SHOWN AND DETAILED ON THE STRUCTURAL DRAWINGS. NO VERTICAL OR HORIZONTAL PIPES OR CONDUITS SHALL BE LOCATED THROUGH STEEL FRAMES, STEEL COLUMNS, OR STEEL BASE PLATES. PROVIDE FURRING AND/OR THICKENED CONCRETE WHERE REQUIRED TO CLEAR UTILITY SYSTEMS. NOTIFY STRUCTURAL ENGINEER/ARCHITECT PRIOR TO ANY INSTALLATION NOT CONFORMING TO THESE DETAILS. PIPES THROUGH FOOTINGS SHALL BE PER 2/0-S1.10AND 3/0-S1.10. PIPES PARALLEL TO FOOTINGS SHALL BE PER 4/0-S1.10 PIPES AT SLAB ON GRADE SHALL BE PER7/0-S1.10. PIPES THROUGH WOOD FRAMING SHALL BE PER 2/0-S1.20 AND 5/0-S1.21. 6. CONTRACTOR SHALL DETERMINE FOUNDATION STEP LOCATIONS BASED ON GEOTECHNICAL REPORT, CIVIL, ARCHITECTURAL AND LANDSCAPE DRAWINGS. STEP FOOTING PER5/0-S1.10. PLAN LEGEND SYMBOL REFERENCE DETAIL DESCRIPTION 1/0-S1.20 INDICATES STRUCTURAL WALL. 7/0-S1.20 INDICATES SHEAR WALL TYPE AND MINIMUM WALL LENGTH. SYMBOL LOCATION INDICATES SHEATHED FACE OF WALL UNLESS NOTED OTHERWISE. "HDUx" INDICATES SIMPSON HOLDOWN AT EACH END UNO. . xv G/0-S0.10 (A 10'-0") HDUx 12/0-S1.20 INDICATES STRAPPED SHEAR WALL WITH TYPE AND OVERALL WALL LENGTH, SEE ARCHITECTURAL DRAWINGS FOR OPENINGS."HDUx" INDICATES SIMPSON HOLDOWN AT EACH END UNO. A ST 20'-0" HDUx F/0-S0.10 INDICATES WOOD POST. • 8/0-S1.20 AT FOUNDATION INDICATES POST WITH HOLDOWN. POSTS WITH HOLDOWN ARE FULL HEIGHT FROM SILL TO TOP PLATE. AT BEAM O, ■ 'I 6/0-S1.21 INDICATES STEEL COLUMN. LOCATE COLUMN AT c OF WALL FRAMING (EACH WAY AS OCCURS) UNO. C _ 1 INDICATES FOUNDATION. CF24 INDICATES CONTINUOUS FOOTING SIZE AND REINFORCING PER SCHEDULE. F2.0 INDICATES PAD FOOTING SIZE AND REINFORCING PER SCHEDULE. 8/0-S1.10 INDICATES DEPRESSED SLAB, SEE ARCHITECTURAL AND PLUMBING DRAWINGS FOR COMPLETE LOCATIONS, DEPTH AND SLOPE INFORMATION. DS 9/0-S1.10 INDICATES STEP IN ELEVATION, SEE ARCHITECTURAL DRAWINGS. W i 7/0-S1.20 INDICATES SHEAR WALL TYPE, MINIMUM NUMBER OF SILL BOLTS (IN ADDITION TO HOLDOWN BOLTS) AND MINIMUM WALL LENGTH. A2-8 3 \ / INDICATES GRIDLINE $$ Alk INDICATES ELEVATION. MP CONTINUOUS FOOTING SCHEDULE MARK 'b' 'd' REINF 'a' REMARKS CF24 24" 18" (2) #6 T&B CF36 36" 36" (3) #6 T&B PROVIDE #3 TIES @ 24"oc CF60 60" 36" (7) #7 T&B PROVIDE #4 TIES @ 8"oc CF156 156" 36" (10) #6 T&B PROVIDE #3TIES @ 24"oc PAD FOOTING SCHEDULE MARK SIZE REINFORCING F3.0 3'-0" SQ x 18" DEEP (4) #6 T&B EW F4.0 4'-0" SQ x 18" DEEP (5) #5 T&B EW F6.0 6'-0" SQ x 36" DEEP (5) #6 T&B EW F8.0 8'-0" SQ x 24" DEEP (6) #6 T&B EW F10.0 10'-0" SQ x 24" DEEP (8) #6 T&B EW R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P ZFA STRUCTURAL ENGINEERS 1212 fourth street I suite z zfa.com santa rosa ca 95404 707.526.0992 zfa job no.23656 copyright © 2024 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. RECONCILIATION SET N L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT 10/02/2024 100% DESIGN DEVELOPMENT FDN & STL ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 loth Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Drawing Title FOUNDATION AND 2ND FLOOR FRAMING PLAN - TOWER Drawing No. 10/2/2024 4:53:44 PM 2-S2.1O A SKA Project Number: 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 4 3 Users\bretts\OneDrive - ZFA Structural Engineers\Documents\23656_Alameda County Fire Training_S22C_bretts©zfa.com.rvt 10/2/2024 4:53:44 PM D C 8" CMU PERIMETER SHEAR WALL W/ #6 @ 16"oc VERT AND #6 @ 16"oc HORIZ REINF TYP _L 16" WIDE x 16" DEEP CONC BEAM BELOW BOTTOM OF SLAB LJ (2) 600S250-54 OPEN 1 1 600S250-54 @ 24"oc METAL STUD JOISTS AT ROOF SHADE /////////// OPEN ///////// (2) 600S250-54 FIFTH LEVEL FRAMING PLAN - TRAINING TOWER 1/4" = 1'-0" 8" CMU WALL BELOW ASPHALT SHINGLES OVER 8" CONC PAD W/ #5 @ 12"oc EW OVER ARCH ASPHALT SHINGLES OVER 8" CONC PAD W/ #5 @ 12"oc EW OVER ARCH OPEN LL EXTEND SLAB TO BALCONY 8" CMU PERIMETER SHEAR WALL W/ #6 @ 16"oc VERT AND #6 @ 16"oc HORIZ REINF TYP PONYWALL 4" METAL STUD SAD OPEN 8" CMU WALL BELOW ELEVATED FLAT CUT - DOWN ROOF: RAISED TRAINING SURFACE W/ REPLACEABLE 4x8 PLY LL 8" WIDE CONC CURB TYP OF (4) PONYWALL 4" METAL STUD OVER 8" WIDE CONC CURB SAD OPENING BELOW 8" CONC SLAB AT THIRD FLOOR W/ 11/2" METAL GRATING (2) 600S250-54 600S250-54 @ 24"oc METAL STUD JOISTS AT ROOF SHADE THIRD LEVEL FRAMING PLAN - TRAINING TOWER L I////////////////// 8" CMU PARAPET WALL, OPEN SAD FOR HEIGHT, 48" MAX TYP INDICATES 16" SQ CONC COLUMN/PILASTER TYP 16" WIDE x 16" DEEP CONC BEAM BELOW BOTTOM OF SLAB WIDE 16" DEEP CONC BEAM BELOW BOTTOM OF SLAB (2) 600S250-54 //>///////, OPEN f FRAMING PLAN NOTES: 1. REFER TO SHEETSO-S0.10, THROUGH 0-S1.40 FOR GENERAL NOTES AND TYPICAL DETAILS. THE FOLLOWING DETAIL REFERENCES ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE ONLY. ALL GENERAL NOTES AND TYPICAL DETAIL SHEETS NOTED ABOVE ARE APPLICABLE AND SHALL BE FOLLOWED. 2. DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. 3. MECHANICAL, ELECTRICAL AND PLUMBING PENETRATIONS THROUGH WALLS, ROOFS OR FLOORS SHALL BE PER REFERENCES BELOW UNLESS SHOWN AND DETAILED OTHERWISE ON THE STRUCTURAL PLANS. NOTIFY ARCHITECT/ENGINEER PRIOR TO ANY INSTALLATION NOT CONFORMING TO THESE DETAILS. PENETRATIONS THROUGH SHEAR WALLS SHALL BE PER 6/0-S1.20 PENETRATIONS THROUGH FLOORS/ROOFS SHALL BE PER 5/0-S1.20 4. ALL EXTERIOR WALLS NOT DESIGNATED AS SHEAR WALLS ON PLANS (INCLUDING WALLS ADJACENT TO SEISMIC GAPS) SHALL BE SHEATHED AS SHEAR WALL TYPE 'A' PER SHEAR WALL SCHEDULE, UNLESS NOTED OTHERWISE. 5. ELEVATIONS ON PLANS AND DETAILS '' ARE TO HEIGHTS ABOVE FINISHED GROUND FLOOR ELEVATION REFERENCE 0'-0". COORDINATE TOP OF FRAMING AND LEDGER HEIGHTS AS REQUIRED TO PROVIDE ROOF SLOPES AS SHOWN ON ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. 1/4" = 1'-0" EXTEND SLAB TO BALCONY \ zi_//////Y FOURTH LEVEL FRAMING PLAN - TRAINING TOWER INDICATES 16" SQ CONC COLUMN/PILASTER TYP 8" CMU PERIMETER SHEAR WALL W/ #6 @ 16"oc VERT AND 1 #6 @ 16"oc HORIZ REINF TYP -, // /////\_////////// OPEN 16" WIDE x 16" DEEP CONC BEAM BELOW BOTTOM OF SLAB OPEN ////l a/////////////y CD PLAN LEGEND SYMBOL REFERENCE DETAIL DESCRIPTION 1/0-S1.20 INDICATES STRUCTURAL WALL. 1/0-S1.20 INDICATES STRUCTURAL WALL ABOVE. 7/0-S1.20 INDICATES SHEAR WALL TYPE AND MINIMUM WALL LENGTH. SYMBOL LOCATION INDICATES SHEATHED FACE OF WALL UNLESS NOTED OTHERWISE. "HDUx" INDICATES SIMPSON HOLDOWN AT EACH END UNO. G/O-S0.10 CA 10'-0"% HDUx 12/0-S1.20 INDICATES STRAPPED SHEAR WALL WITH TYPE AND OVERALL WALL LENGTH, SEE ARCHITECTURAL DRAWINGS FOR OPENINGS."HDUx" INDICATES SIMPSON HOLDOWN AT EACH END UNO. A ST 20'-0" HDUx F/0-S0.10 INDICATES WOOD POST. ® .• 8/0-S1.20 AT FOUNDATION INDICATES POST WITH HOLDOWN. POSTS WITH HOLDOWN ARE FULL HEIGHT FROM SILL TO TOP PLATE. AT BEAM I 6/0-S1.21 INDICATES STEEL COLUMN. O, ■ , 3%x12 GLB C=r F/0-S0.10 INDICATES GLULAM BEAM SIZE AND CAMBER. WHERE NO CAMBER IS SPECIFIED SEE WOOD FRAMING NOTES FOR TYPICAL GLULAM BEAM CAMBER. 11/0-S1.20 INDICATES PANEL EDGE NAILING ALONG FULL LENGTH OF MEMBER. F/O-S0.10 INDICATES HANGER. E DRAG (100PLF) INDICATES DRAG TRUSS, ALIGN WITH SHEAR WALLS BELOW OR BEYOND AS OCCUR. DESIGN DRAG TRUSS TO TRANSFER LOAD INDICATED FROM TOP CHORD TO BOTTOM CHORD. LAOD INDICATED IS ASD SEISMIC LOAD. INDICATES LEDGER. SEE PLAN FOR SIZE AND ANCHORAGE. $$ INDICATES GRIDLINE INDICATES ELEVATION. r 1 MU 1 11,000# I 8/0-S1.21 INDICATES APPROXIMATE LOCATION, SIZE AND MAXIMUM WEIGHT OF MECHANICAL UNIT. SEE MECHANICAL DRAWINGS FOR ANCHORAGE AND ADDITIONAL INFORMATION. INDICATES STEP IN ELEVATION, SEE ARCHITECTURAL DRAWINGS. '�/// %lT STRAP l INDICATES POST WITH VERTICAL STRAP. POSTS WITH STRAP ARE FULL HEIGHT FROM SILL TO TOP PLATE. A 1/0-S1.21 INDICATES TOP PLATE SPLICE. SPLICE TYPE SHALL OCCUR ALONG THE ENTIRE LENGTH OF THE WALL, UNO. PROVIDE SPLICE TYPE 'A' IF NOT NOTED ON PLANS. O 2/0-S1.21 INDICATES LEDGER/RIM SPLICE. SPLICE TYPE SHALL OCCUR ALONG THE ENTIRE LENGTH OF THE WALL, UNO. PROVIDE SPLICE TYPE 'A' IF NOT NOTED ON PLANS. 3/0-S1.21 INDICATES TIE STRAP. SEE SCHEDULE FOR STRAP, NAILING AND LENGTH. r{A) 4'-0" INDICATES CONCRETE MASONRY UNIT WALL. /, 1/4" = 1'-0" CLIENT R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P ZFA STRUCTURAL ENGINEERS 1212 fourth street I suite z zfa.com santa rosa ca 95404 707.526.0992 zfa job no23656 copyright © 2024 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. RECONCILIATION SET N L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION G 10/02/2024 50% DESIGN DEVELOPMENT 10/02/2024 100% DESIGN DEVELOPMENT FDN & STL ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Drawing Title Drawing No. 3RD, 4TH, 5TH, FLOOR/ROOF FRAMING PLAN - iOV LK 2-S2.20 " SKA Project Number: 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 3 WALL & FTG CLIENT E 0 U N .I U N N 071 1- La) c Q 0 a) E al D co N N a) U O 0 12 a) c c w U 2 v7 Q w N 0 0) a) 10/2/2024 4:53:45 PM EXT SLAB SAD 1'/2" HSG BASE R 1'/ W/ (4) AB10 W/ WASHER R'/%x3 SQ X=6" MIN OR D/2+2" WHICHEVER IS GREATER r-i FTG & COL Imo/ COL 3" MIN TYP CONC COVER #3 J (IF NO SLAB) z N L _ I I 1 1/2" CLR H FG AS OCCURS II z 2 bo CV M J U III . LI 3" CLR m • • • rn • 0 w m w PER PLAN HSS COLUMN PAD FOOTING 3/4" = 1'-0" CMU - SOLID GROUT 4 SAD CONC SLAB AS OCCURS SAD w 0 FTG, WALL, REINF STL SUBGRADE REINF PER PAD FOOTING SCHEDULE CONT FTG & REINF BYND AS OCCURS SCHEDULE H T* VERT REINF FTG WIDTH 8'-6" 8" #4 @ 16"oc 4'-0" * NOMINAL VERT REINF #4 HORIZ @ 24"oc / T #4 @ 16"oc EW #4 @ 16"oc #4 @ 12"oc CMU SITE WALL 3/4" = 1'-0" , , r 3" CLR TYP / DWL TO MATCH VERT REINF ALT BENDS INVERTED BOND BLK 2x4x12" KEY @ 24"oc \\/_ z co FG FTG WIDTH LOWEST ADJ SUBGRADE PLAN VIEW FIN EDGES OF JOINT W/ '/ "R TOOL �/4 3" CLR 1 1/2" TYP 1 1/2" TYP 3" CLR FTG & COL V, I I BLOCKOUT PER N 0 w m w PER PLAN COL BASER % W/ (4) AB%0 W/ DBL NUTS HSS COLUMN PAD FOOTING 3/4" = 1'-0" PLAN VIEW EXT SLAB SAD J U M 1 1/2" TYP 1 1/2" TYP BASE R 1 W/ (4) AB 3/ 0 W/ WASHER R'/x3 SQ FTG & COL 3" MIN CONC- COVER COL 7 rr 1'/" HSG \ 0 w N m 2 w PER PLAN SUBGRADE HK #4 P EA CORNER ((4) TOTAL) #5 @ 12"oc EW UNO FTG BYND AS OCCURS W/ REINF CONT THRU BLOCKOUT �1— #4 @ 12"oc EW (3 MIN) UNO ------------ #5@12"ocEW(3MIN) UNO HSS COLUMN PAD FOOTING 3/4" = 1'-0" #3 F @ 6"oc (4) #6 VERT PLAN VIEW EXT SLAB SAD 12" SQ 1 1/2" CLR 3/" CHAMFER TYP COL & FTG w 0 0 #6 DOWEL —II io \ / 3" CLR PER PLAN CONCRETE COLUMN PAD FOOTING 3/4" = 1'-0" CMU WALL PER PLAN INVERT BOND / / / UNIT - BREAK OUT CELLS w FOR CLEAN FG OUTS AS REQD FOR CLEAN BOND SURFACE AT FDN DWL 1211 TO MATCH SIZE AND SPCG OF VERT STL / / / #5 @ 12"oc EW WALL, FTG & VERT STL / / / / / / / HORIZ REINF TIED TO VERT (ALL ON SAME SIDE) SET IN BOND UNITS WD FLOAT TOP OF FTG #4 $" 4 @ 24"oc SLAB 3" CLR PER PLAN 0 w 0 w LOWEST ADJ PAD SUBGRADE* #3 AS REQD TO SUPPORT TOP BAR * IF SLAB LEVEL IS TO MATCH CMU JOINT, LOWER TOP OF FDN AS NECESSARY BLW INT PAD SUBGRADE FOR INFORMATION NOT NOTED SEE WALL BEYOND STL POST STUDS PER UNO ON PLAN WALL SHTG OR SW PER PLAN & SW SCHED WALL PEN EXT SLAB SAD —\ z— FG I bo\ I II —III= F z�1I�- N &) cc —IcoU fl 3" CLR , 'b' , SEE SW SCHED FOR 3x SILL R & AB SPCG A SW R WASHER PER AT SW 2x PTDF SILL R UNO W/ BOLT PER UNO CONC SLAB PER PLAN 24" #4 (— @ 32"oc LOWEST ADJ PAD SUBGRADE #4 CONT 2x4 x 12" KEY © 24"oc REINF 'a' WHERE (4) OR MORE BARS ARE USED PROVIDE #3 U @ 24"oc UNO & #3 r, AS REQD TO SUPPORT ADDL TOP BAR CONTINUOUS FOOTING SCHEDULE MARK 'b' 'd' REINF 'a' REMARKS CF24 24" 18" (2) #6 T&B CF36 36" 36" (3) #6 T&B PROVIDE #3 TIES @ 24"oc CF60 60" 36" (7) #7 T&B PROVIDE #4 TIES @ 8"oc CF156 156" 36" (10) #6 T&B PROVIDE #3TIES @ 24"oc TYPICAL EXTERIOR FOOTING 3/4" = 1'-0" DWL JT AS OCCURS INTERIOR FOOTING AT SHEAR WALL 3/4" = 1'-0" WD SILL AB FTG, WALL, POST ��I I I I I I (1 1/2" 6 1/2" LI' L 4" 2" I I 24" #4724" @ 16"oc ALT SLAB DWL EXCEPT AT DWL JT FOR INFORMATION NOT NOTED SEE AT CORNER w 1 1/2" 4" 2" 1 ' 3/6V 1'/" HSG rtl FG 0 w 2 w III —III l l II 4111 II II II Z/ 1/2" MAX Q. AT END w BASE PLATE OPTIONS (PLAN VIEW) r BASE R 5/ W/ (4) AB%/ (SEE BASE R OPTIONS) HSS COLUMN AT EXTERIOR FOOTING 3/4" = FTG, WALL, COL I III III I ICI O O O O O CONT FTG REINF PER PLAN & II rrr. II II II II III 24" #4 I EA ANCHOR PAIR (2) TOT FOR INFORMATION NOT NOTED SEE CONT FTG FOR INFORMATION NOT NOTED SEE R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P ZFA STRUCTURAL ENGINEERS 1212 fourth street I suite z zfa.com santa rosa ca 95404 707.526.0992 zfa job no.23656 copyright ©2024 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. N L K J H G RECONCILIATION SET NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT 10/02/2024 100% DESIGN DEVELOPMENT FDN & STL ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Drawing Title FOUNDATION DETAILS Drawing No. 2-S3.00 " CMU WALL FOOTING 3/4" = 1'-0" HSS COLUMN AT INTERIOR FOOTING 3/4" = 1'-0" SKA Project Number: 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 corm 18 17 16 15 14 13 12 11 10 CLIENT U N N cmI r ) L i.i c 0 0 a) E Dal co N N a) U 0 O a) 0 c w U 7 Q w N a) > in a) c 0) a) 0 ALT WELD 8W1,/ "OPTION EPICORE DECK: LAYOUT DECK SHEETS SO THAT SIDE SPLICES OCCUR ONLY AT SEAMED EDGES, AS SHOWN TOP SEAM WELD © RIBBED DECK: CRIMP BEFORE WELDING INVERTED DEEP VERCOR OR MINI-V-BM DEEP VERCOR CONN RIBBED SS DECK: LAYOUT DECK SHEETS SO THAT SIDE SPLICES OCCUR ONLY AT SEAMED EDGES, AS SHOWN CONN© RIBBED DECK: CRIMP BEFORE WELDING NOTE: BUTTON PUNCH AND VERCO SIDE LAP CONN NOT SHOWN. TYPICAL DECK SIDE LAP CONNECTION 3" = 1'-0" CONNOA OR@ 3A6 r 2-12 2" MIN ROUND BAR, SIZE AS REQD (1"0 MAX) 12 SAD I 2-12 CONT FE 3/6 2" MIN OPTION 2 (LOW SLOPE) SAD CONN AOOR@ 1 12 METAL DECK, SEE PLAN FOR ORIENTATION METAL DECK, SEE PLAN FOR ORIENTATION CONT BENT FE 3/6 411100, 3/6 2-12 OPTION 1 SINGLE SLOPE CONN AOOR@ TYP 3/6 2-12 CONT BENT F'L 3/6 2'/" MAX, CONTRACTOR TO DETERMINE DIM REQD FOR BMS AND DECKING TO PROPERLY INTERFACE CONT BENT E 3/6 VALLEY CONNOA OR@ CONT Fj 3/6 ES 'c 'C) TYP ti CONNOA OR@ RIDGE/HIP MAN CONT BENT E 3/6 TYP VALLEY ALT CONNOA OR@ 2-12 STL BM 2" M/N 2-12 CONT BENT E 3/6 RIDGE/HIP ALT NOTE: OMIT ADDITIONAL BEARING F. WHERE DECK SLOPE <'/4" PER 12" TYPICAL SLOPED DECK SUPPORT 1 1/2" = 1'-0" D MAX ANGLE 4" 16GA 8" 12 GA 12" '/4" CLOSURE ANGLE SEE SCHED SAD 16" MAX 2" MIN 1-74 2-12 BYPASS WALL SAD METAL DECK DIRECTION AS OCCURS TYP BM UNTOPPED DECK AT OPENING SAD 16" MAX 2" MIN D MAX ANGLE 4" 16GA 8" 12GA 12" '/4 " CLOSURE ANGLE SEE SCHED /& 2-12 CONC FILL SEE PLAN 16" MAX BENT E'/4 BM INTERIOR END CASE 1 CJP (3) SIDES GRIND SMOOTH CAP E PER HSS CASE 2 90° CORNER 45° MITER CORNER TYPICAL HSS TO HSS CONNECTION 3/4" = 1'-0" CONN @ O CONN @ ///1 ) 1/2' MIN TYP DECK PARALLEL TO BEAM SCREWS OR PW AT CONN SPACING ES REMOVE FLUTE S REQD SCREWS OR PW AT CONNSPACING 16 GA CONT CLOSURE F j 1" MIN CONN@ CONN@ 1" MIN OR EXTEND CLOSURE E SPLIT DECK AT PARALLEL BEAM SEE FOR TYP EDGE ANGLE AT CONC TOPPING END JOINT CONN OA / 2" MIN TYP LAP JOINT HSS TYP CONNO4 CONNOA Mt= BUTT JOINT DECK PERPENDICULAR TO BEAM WELDING (OR OTHER DECK FASTENING) DECK BLOCKOUT TO EDGE OF FLANGE 4 SHIM ETO MATCH BM FLANGE MAX) 1/4 (3) SIDES 2" MIN BRG CONN @ — PURLIN OR BM R'/ x BLOCKOUT WIDTH + 6" AND/OR PROVIDE FULL BRG FOR DECK FLUTES ES OPNG 1/2" MIN TYP BM, ANGLE, ETC END BEARING AT BLOCKOUT (18" MAX) CHANGE IN DIRECTION NOTES: 1. WELD OR DECK FASTENERS PER SCHEDULE. FOR DECKING SCHEDULE SEE . AS SHOWN IN THIS DETAIL, PROVIDE ARC SEAM WELD " " AT SAME SPACING AS ARC SPOT WELD "O" PER TYPICAL STEEL DECK SUPPORT AND WELDING 3/4" = 1'-0" UNTOPPED DECK AT BYPASS WALL BYPASS WALL SAD SAD 16" MAX 24" MIN 3/62-12 _ / METAL DECK l DIRECTION AS OCCURS TYP — BM BENT R'/ 2" MIN SAD 36" MIN BYPASS 32" MAX WALL SAD 2" MAX ct 2" MI 3/6V2-12 CONC FILL I I I I CONC FILL I I' I '/"0 LONG DEFORMED BAR ANCHOR @ 36"oc — BM '/" BENT E L TO BENT R 3/ 6 LTOFLANGE) I L TO WEB) 3z V '/2"0 DEFORMED BAR ANCHOR @ 36"oc L5x3x5A6 (LLV) @ 4'-0"oc, COPE TOP FLANGE STIFF R'/ BM w GV OVER SLOT DUE TO KNIFE E GEOMETRY FOR USE ONLY WHERE SPECIFICALLY NOTED 1/2" t-1/ PREDRILL HOLE PRIOR TO CUTTING SLOT. HOLE 0 = E THICKNESS +'/" TYP COVER R THICKNESS "t" = HSS WALL THICKNESS (%" MIN) 1/2" MAX HSS MEMBER KNIFE F F . THICKNESS + 1 /8" MAX 1/2" MAX OVERSLOT SLOT AT END OF HSS I, FE THICKNESS + 1 /8" MAX 1/2" MAX OVERSLOT EA END FE THICKNESS +1/8" MAX SLOT IN MIDDLE OF HSS TYPICAL SLOTTED HSS FOR GUSSET CONNECTION 1 1/2" = 1'-0" SEAL WELD '�8 SEAL WELD SEAL WELD z 2 M AT COLUMN AT BEAM ALTERNATE AT COLUMN BM PERP AS OCCURS R TO MATCH HSS WALL THICKNESS ('/4" MIN, '/2" MAX) TYP SEAL WELD AT BEAM BM & COL PLAN VIEW TOP OF COL AS OCCURS 13/4" 1----------- W/ CAPE PER %12 1/2/MAXRR S3.0 BM AS OCCURS I I 1 CONTINUE E FOR BM BOTH SIDES \ TYP NS & FS) LI r 1 0 OBI — 0 — O 0 O 0 3" 3" BEAM EACH SIDE TO HSS COLUMN 3/4" = 1'-0" BM & COL CONN E WELDED DIRECTLY TO HSS AS PERMITTED, SEE NOTE 2 BLW PLAN VIEW BM AS OCCURS 4 r "T" E CONN PER OFFSET CONN E - — c BM & COL COL PER PLAN SLOT COL FOR E THRU PER TYP DBL ROWS OF BOLTS ES COL AT . CONN E W BM SEE J3 °' FOR CONN E, BOLTS & WELD 11/2" RETURN AT TOP, TYP T-PLATE AS REQD, SEE NOTE 2 BLW A 1" MAX + 1/4" TYP FOR CONN E, BOLTS & WELD SEE CONN E PER FOR INFORMATION NOT NOTED SEE NOTES: 1. DETAIL IS NOT PERMITTED AS SFRS CONNECTIONS UNO. 2. IT IS PERMITTED TO OMIT T-PLATE AND WELD CONN F . DIRECTLY TO FACE OF HSS COL WHERE BOTH OF THE FOLLOWING ARE SATISFIED: a. B/t <_ 40 AND (B-3t) / t <_ 33.7 b. t>_5/t,(OR '/8t,FOR 50KSIE) BEAM TO HSS COLUMN ('T' PLATE) 3/4 1/2" COL AS OCCURS TYP • COL & STIFF E • COL & BM SPLICE II FULL DEPTH STIFF E ES PER 0 0 r ' 0 0 NOTES: 1. 1 1 BM COL TYP 1 1/2" 0 0 2" 0 0 / X/ 1/4 1 1/2" END F'/2 TYP BRACE ANGLE PER TYP TYP 1" MIN TYP BM GA \r I I I I I I I I I I I I ALL COLUMN CAP PLATES SHALL BE THE SAME WIDTH AS BEAM FLANGE (OR COLUMN DIMENSION +'/", WHICHEVER IS GREATER), THICKNESS SAME AS BEAM FLANGE, '/" MINIMUM. 3/4" MAX R R _\n BM AS OCCURS SEE L 4 IOICI BM 0 071 3" TYP 3" FOR CONN FE , BOLTS, & WELD COL BEAM TO COLUMN FLANGE CONNECTION (OR CONTINUITY E PER OTHER DETAILS) lalaI BM AS OCCURS — I W COL 3/4" MAX CONN FE DBL ROWS OF BOLTS ES OF COL AT BEAM CONN FE CONN E TO CROSS E AND COL WEB TYP DBL ROWS OF BOLTS ES OF COL AT CROSS FE TO COL FLANGE CROSS E TO COL WEB NOTE: WHERE CONTINUITY PLATES CONFLICT W/ THIS DETAIL, USE THICKER PLATE & DEEPEN CONNECTION FE AS SHOWN DASHED SEE FOR CONN E, BOLTS, & WELD BEAM TO COLUMN WEB BM AS OCCURS COL FLANGE TO CAP E TYP 1/4 SEE FOR DIMENSIONS, ETC FOR CONN E, BOLTS & WELDS BEAM TO COLUMN CONNECTION BM AS OCCURS SEE FOR DIMENSIONS, ETC FOR CONN E, BOLTS & WELDS BEAM TO COLUMN CONNECTION CHANNEL PER PLAN EA STRINGER GRATING BY OTHERS STRINGER DBL L ANGLE BRACE PER PLAN SCREW ANCHOR EA KICKER 0 II 11 11 11 0 11 11 11 3" CAP E SAME THICKNESS DBL ROWS OF BOLTS ES OF COL ATID CAP E SAME THICKNESS AS CONN E DBL ROWS OF BOLTS ES OF COL ATe— CROSS E SAME THICKNESS MAX) 2 1/2 CONC FLOOR PER PLAN 6" EMBED MIN LOCATE BTWN BEAM DEPTH NO. BOLTS PER ROW 2 CONN. PLATE WELD SIZE NOTES: 1. R = 11/2" SEE TYP CONNECTION DETAILS. BOLT SPACING AND EDGE DISTANCE SHALL CONFORM TO AISC SPECIFICATIONS. 2. GRADE A307 GRADE A Y4"0 MACHINE BOLTS (MB) UNO. 3. A COMPLETE PENETRATION BEVEL WELD MAY BE SUBSTITUTED FOR THE FILLET WELDS SPECIFIED. 4. USE ASTM A36 CONNECTION PLATES UNO. 5. HOLE SIZE = BOLT SIZE + 1A6". SHORT SLOTTED HOLES (+ 1A6" VERT, + 1A" HORIZ) MAY BE SUBSTITUTED (EXCEPT AS NOTED). ROUND HOLES ARE REQUIRED AT SFRS CONNECTIONS. 6. USE SAME CONNECTIONS AT CHANNELS. FOR W6, C6 & ANGLES USE PLATE, 3/4"0 MACHINE BOLT (MB) CONNECTION SCHEDULE R R 3/4" MIN TYP o PROVIDE FULL DEPTH CONN E PER FOR: • ONE SIDED CONN • CONN WHERE BM DEPTH VARIATION, x, EXCEEDS 6" CONN INTO BM OR GIRDER ON SFRS LINES SEE FOR CONN E, BOLTS, & WELD CONN E o TYPICAL BEAM TO BEAM CONNECTION BM WHERE OCCURS SEE FOR CONN FE , BOLTS, & WELD R MIN 3" TYP DBL ROWS OF BOLTS COPE LOWER FLANGE AT FULL DEPTH CONN E COPE LOWER FLANGE AS REQD FOR INSTALLATION FULL DEPTH CONN E TYPICAL FULL DEPTH BEAM TO BEAM CONNECTION W6, C6 AND SMALLER OR L SEE FOR CONN E, BOLTS, & WELD R MIN TYPICAL SHALLOW BEAM DETAIL k det STIFF E ES WHERE NOTED —N k det hiL (3,16" MIN, 5A6" MAX) PARTIAL DEPTH STIFF FE TYP UNO E TO BE SAME MATCH WIDTH OF BM FLANGE. CHAMFER FE AT BM FILLETS TYP (NO WELD AT FILLETS) ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 ZFA STRUCTURAL ENGINEERS santa rosa ca 95404 707.526.0992 zfa job no.23656 copyright © 2024 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. RECONCILIATION SET NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. @ 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT 10/02/2024 100% DESIGN DEVELOPMENT FDN & STL ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH ARCHITECTS Oakland, CA 94607 Contractor OvERAii Construction Drawing Title STEEL DETAILS Drawing No. 10/2/2024 4:53:47 PM TOPPED DECK AT OPENING TYPICAL EDGE OF DECK TOPPED DECK AT BYPASS WALL TOPPED DECK AT LARGE OVERHANG 2. ALL FASTENERS TO BE MB3/40. COLUMN ABOVE AND BELOW FULL DEPTH STIFF/CONN FE WHERE NOTED TYPICAL BEAM WEB STIFFENER PLATE DETAIL 2-S3.01 A SKA Project Number: 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT E 0 co �N1 UI N N 0) I I— c Q 0 a) E al D coco N N 1 1 /2" . 3" 1 1 /2" AT END OF WALL HSS COLUMN AT TOP PLATE 3/4" = 1'-0" RF PEN TO BLKG OR TO RAFTERS A35 ES (4) 3/ "0 MB AT c FL' HSS PER PLAN OR ELEV HSS COLUMN AT TOP PLATE 3/4" = 1'-0" 31 6 R /4" x COL WIDTH +'/" CENTERED ON COL W/ (2) 6/ "0 MB AT OF R. SLOPE CAP R AS REQD AT SLOPED TOP F HSS PER PLAN OR ELEV TRIM STUD ES PER FOR INFORMATION NOT NOTED SEE ADD (2) 4x BLK OR RAFTERS AT COL AS REQD DBL TOP R E 1/" x COL WIDTH +'//" CENTERED ON COL NOTE: NO TOP PLATE SPLICES WITHIN 24" ES OF COL TRIM STUD ES PER R Q ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P O ZFA STRUCTURAL ENGINEERS 1212 fourth street I suite z zfa.com santa rosa ca 95404 707.526.0992 zfa job no.23656 copyright © 2024 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. RECONCILIATION SET N M L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT 10/02/2024 100% DESIGN DEVELOPMENT FDN & STL ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Drawing Title SITE FRAMING PLANS AND DETAILS Drawing No. 10/2/2024 4:53:47 PM 3-S2.1O " SKA Project Number: 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 CLIENT 'a# L7# r t.+ rq '•ur�� 1811/"."'". irt,a4111rA. t .0, it.... .1; :LI .4. ko ;' .fir • • ••• .i , S . . • s • " {� i• ..��'' • . • •a r. • ...7tx Him 7"7 i BRODEFZBOULEVARD • ..... •F .' .f -i • V . f;.(°..14; • 0 t ..1.1...-.) . ..: .... . .,... ra, r . , , .14 t • - F.�•• •-d 1". r- .P. L�. • • ,10 ter-. r. }-0.•- ram' • r �..• i t i• !�M fir. /aw/. • }.�'• _. �-�_ :`� i- =_ 4isekl. $14. • -: r ..• - fin.,. --- r"� . it -- ,t04: UNDEVELOPED AREA -tom. ,' T �- }t+ • : _ #•''o.r'' a r --r .. J • • ,. gseay'yarioYod,learbte 1 1'of aTn1Yn�EdY�a'E+'lbTiyYbYrl4'+�n9blrK�/�c�o1� _ O O 000 0 wworvAgim 0 0 ,� aeO o o-.400 Doc • 0 - t • r11r�ki- PROJECT SURVEY POINT @ P/L CORNER 02.003 02.002 At Air- 32.018 GLEASON DER 1\--( 33.001 i • •,r r. • ar -S 1 S-ID01 10.015 ,. itini rin GENERAL NOTES LEGEND - - PROPERTY LINE EX-1 (SEE CIVIL DRAWINGS FOR LIMITS OF WORK) FIRE ACCESS LANE, TYPICAL VEHICULAR CONCRETE PAVING, SCD FOR TYPES VEHICLE PERMEABLE PAVER SYSTEM, SCD STRIPED ACCESSIBLE PATHWAY GRAVEL, SCD SITE SIGNAGE & TAG; SEE SCHEDULE ON A-### O (E) TREE, SLD \ / NEAREST BUS STOP LOCATION PAVERS, SCD PEDESTRIAN CONCRETE PAVING, SCD TRUNCATED DOMES; SCD LANDSCAPE, SLD EXTERIOR FITNESS AREA SITE LIGHT S1 POLE;SED (N) TREE; SLD SIGNAGE CONTENT SCHEDULE SIGN TYPE SIGNAGE INFO E.ID01 ENTRY ID E.ID02 BUILDING ADDRESS ID E.ID03 ENTRY VINYL E.RG01 SHOWER AND EYE WASH ID E.RGO2 SHOWER AND EYE WASH ID FLAG SIGN I.ID01 CLASSROOM SIGN I.ID02 ROOM ID I.ID03 OFFICE ID I.ID04 RESTROOM WALL ID I.ID05 RESTROOM DOOR ID I.RG01 EGRESS ID I.RGO2 MAXIMUM OCCUPANCY SIGN I.RGO3 AUTHORIZED PERSONNEL ONLY SIGN I.RGO4 RESTRICTED ACCESS I.WF01 DIRECTIONAL S-ID01 MONUMENT ID S-ID02 BUILDING ID S.RG01 PARKING REGULATORY SIGN S.RGO2 ACCESSIBLE PARKING ID S.RGO3 EGRESS SITE ID S.RGO4 AUTHORIZED PERSONNEL SITE SIGN S.WF01 VEHICLE DIRECTIONAL S.WF02 PEDESTRIAN DIRECTIONAL KEYNOTE 02.002 EXISTING ELECTRICAL CABINET, PRESERVE & PROTECT 02.003 EXISTING FIRE HYDRANT, PRESERVE & PROTECT 10.015 MAIN ENTRY MONUMENT SIGN WITH LIGHTING, SEE SIGNAGE DRAWINGS 21.006 DOUBLE -DETECTOR CHECK VALVE ASSEMBLY WITH OS&Y, S.C.D. VERIFY FINAL LOCATION WITH ACFD PRIOR TO INSTALLATION 26.009 SURFACE MOUNTED ELECTRICAL PANELBOARD, S.E.D. 26.010 PROVIDE ELECTRICAL SERVICE ALONG INSIDE FACE OF SCREEN WALL. S.E.D. 32.001 CONEX BOX STORAGE AREA OVER COMPACTED GRAVEL FILL. CONTAINERS PROVIDED & INSTALLED BY ACFD; COORDINATED BY DBE 32.002 7' WIDE CONCRETE APRON CONTINUOUS AROUND TRAINING TOWER WITH TRENCH DRAINS ON NORTH & SOUTH SIDES, S.C.D. 32.003 AC PAVING, SEE CIVIL DRAWINGS 32.004 PAINTED PEDESTRIAN CROSSWALK IN COMPLIANCE WITH COUNTY STANDARDS, S.C.D. 32.007 8' HIGH CMU SCREEN WALL WITH PLASTER FINISH ON EXTERIOR SIDE 32.008 8' HIGH DOUBLE SWING GATE WITH ELECTRIC OPERATOR ON EACH LEAF. MATCH STYLE & MATERIALS OF TRASH ENCLOSURE GATES. 32.009 COVERED TRASH ENCLOSURE. SEE SHEET 0-A1.20 32.010 (N) 8' HIGH SECURITY FENCE AT SITE BOUNDARY, S.L.D. 32.011 O.F.0.1. FLASHOVER TRAINING PROP 32.012 6-FOOT HIGH DOUBLE SWING GATE WITH PADLOCK. GATE STYLE/MATERIALS TO MATCH ADJACENT SECURITY FENCE. 32.014 TWO (2) 30 FT. HIGH ANODIZED ALUMINUM FLAG POLES 32.015 BICYCLE RACK. SEE LANDSCAPE PLANS FOR DETAILS 32.018 BIO SWALE AREA 32.019 NEW CONCRETE CURB, S.C.D. 32.020 NEW CONCRETE SIDEWALK, S.C.D. 32.021 CONCRETE CURB RAMP, S.C.D. 32.022 ROLLED CURB AND GUTTER, S.C.D. 33.001 NEW STORM DRAIN CONNECTION TO (E) CURB INLET. COORDINATE WITH (E) ELECTRICAL DUCT BANK AND (N) SIGN FOUNDATIONS 33.002 FIRE TRAINING WATER TRENCH DRAIN CAPTURE & FILTRATION SYSTEM WITH MANUAL SHUTOFF VALVE CONNECTION TO SANITARY SEWER & STORM DRAIN SYSTEM ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION R1 09/13/2024 CITY OF DUBLIN SDR 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 loth Street, Suite 201 Oakland, CA 94607 Contractor OVERAA4t Construction Drawing Title ARCHITECTURAL SITE PLAN Drawing No. A-1O1 P N L J H F E D C B ARCHITECTURAL SITE PLAN - Dependent 1 RE: A4/ A-2-201 Al " = 30'-0" SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 21 20 20 19 19 18 17 16 FASCIA FLASHING TO MATCH CLASSROOM BUILDING STANDING SEAM ROOF SINGLE PLY TYPE "D" BUILDING PAPER EXTERIOR GRADE PLYWOOD SUBSTRATE FOR STANDING SEAM ROOF DECK END CLOSURE METAL SCREWED TO FASCIA NAILER BLOCK TRASH - SECTION - ROOF ASSEMBLY RE: A10/ A -102 18 17 16 15 15 14 13 u - RECYCLE 4-YD TRASH 4-YD ) FOOD WASTE/COMPOST / 3-YD n— 14 13 12 11 10 8' H. x 8" GROUND -FACE CMU SITE WALL wl PLASTER FINISH ON EXTERIOR SURFACE STRIPED PEDESTRIAN PATH OF TRAVEL w/ TRUNCATED DOMES RECESSED LOCKING GATE STOPS AT EA. GATE 6' H. x 8" GROUND - FACE CMU WALL AROUND ENCLOSURE 8' H. x 8" GROUND -FACE CMU SITE WALL w/ PLASTER FINISH ON EXTERIOR SURFACE FLOOR PLAN - WASTE ENCLOSURE RE: A4/ A-2-201 VERTICALLY ORIENTED TYPE "B" METAL DECKING GATE PAINTED HSS 4" x 4" COLUMNS, SEE STRUCTURAL DRAWINGS LIGHTING ON MOTION SENSOR, SEE ELECTRICAL PAINTED 3" TYPE N GALVANIZED METAL ROOF DECK PAINTED HSS 12" x 4" BEAMS w/ WELDED COLUMN CONNECTIONS, SEE STRUCTURAL FIRST FLOOR REFLECTED CEILING PLAN RE: A4/ A-2-201 12 STANDING SEAM ROOF TO MATCH CLASSROOM BUILDING 0/ 3/4" EXTERIOR GRADE PLYWOOD GALVANIZED WELDED WIRE MESH WITH 2x2 TUBE STEEL FRAME GALVANIZED STEEL GRATE AND DRAIN TO STORMWATER SYSTEM, SEE CIVIL DRAWINGS TRASH - SECTION RE: J4/ A -102 11 10 9 8 7 6 PREFINISHED FASCIA TO MATCH CLASSROOM BUILDING TWO SWINGING GATES w/HEAVY DUTY HINGES, LOCKING CANE BOLTS, THICK WALL HSS FRAME & DIAGONAL BRACING, w/ 1.5" TYPE "B" DECKING PANELS, PAINTED FINISH TRASH - EAST ELEVATION RE: L10/ A -102 STANDING SEAM ROOF TO MATCH CLASSROOM BUILDING 0/ 3/4" EXTERIOR GRADE PLYWOOD 3" DEEP LONG SPAN TYPE N METAL ROOF DECK MILD STEEL, GALVANIZED WELDED WIRE MESH W/ 1.5" HOLES; PAINTED. 2x2 TUBE STEEL FRAMES, TYP. PAINTED GROUND - FACE CMU BLOCK WALL, TYPICAL TRASH - WEST ELEVATION RE: L10/ A -102 TRASH - ELEVATION SOUTH RE: L10/ A -102 STANDING SEAM ROOF TO MATCH CLASSROOM BUILDING 0/ 3/4" EXTERIOR GRADE PLYWOOD MILD STEEL, GALVANIZED WELDED WIRE MESH W/ 1.5" HOLES; PAINTED. 2x2 TUBE STEEL FRAMES, TYP. TRASH - ELEVATION NORTH RE: L10/ A -102 5 4 3 ALL EXTERIOR CMU SHALL BE BASALITE COLOR #S-703(R) IN GROUND FACE TEXTURE. ALL INTERIOR CMU SHALL BE BASALITE COLOR #S-703(R) IN GROUND FACE TEXTURE. ALL ELECTRICAL RECEPTACLES SHALL BE MOUNTED AT +18" AFF MEASURED TO THE BOTTOM OF THE BOX, EXCEPT THOSE LOCATED ADJACENT TO THE RESTROOM LAVATORY WHICH SHALL BE MOUNTED AT +42" AFF. 3 GROUND or SMOOTH FACE CMU; PTD TAUPE (CMU-1) STANDING SEAM METAL ROOF; CHARCOAL (R-1) CMU; 2-COAT STUCCO - PTD TAUPE; (CMU-2) LOUVER & TAG; SMD; (###) FINISH; TYP MATERIAL TAG; SEE SHEET A-3-801 FOR EXTERIOR FINISH INFORMATION 2 1 CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number Project DATE 10/02/2024 ISSUE DESCRIPTION 50% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I0th Street, Suite 201 Oakland. CA 94607 Contractor OVERAAt Construction Drawing Title TRASH ENCLOSURE DETAILS Drawing No. R P 0 N M L K J H G D A-102 A NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 CLIENT R S%RVIcts i O W cribill ro.;) Q Vi OF ,OVA 6" SQUARE OPENINGS EQUALLY (4) 6" SQUARE OPENINGS EQUALLY FABRICATED STEEL (4) SPACED ACROSS TOP OF WALL SPACED ACROSS TOP OF WALL 0 a DEFLECTION "TARGET" HOOD ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAN D, CA 94612 P REMOVABLE BOLLARDS w/CONTIN. FTG SECURITY FENCE .- INTERIOR CONCRETE BAFFLE WALL 1 1 d INTERIOR CONCRETE BAFFLE WALL ° SUSPENDED CONCRETE 0 0 TOP SLAB, S.S.D. OPENING oor IN END WALL FOR TROUGH .— M M (2) 36" SQUARE OPENINGS AT M M (2) 24" SQUARE OPENINGS AT _ CONCRETE PERIMETER & BOTTOM OF WALL BOTTOM OF WALL INTERIOR SUPPORT WALLS N RECONCILIATION SET N CONCRETE MAT SLAB, S.S.D. INTERIOR BAFFLE WALL - WEST N 16 INTERIOR BAFFLE WALL - EAST N8 CROSS SECTION - PUMP TEST PIT N 1 RE: D1/ 0-A1.21 1/4" = 1'-0" RE: D1/ 0-A1.21 1/4" = 1'-0" RE: D1/ 0-A1.21 3/16" = 1'-0" M M L 1 L FIRE HYDRANT PER PLAN, S.C.D. 2 1/2"� GATE VALVE, TYP. 2 1/2"o MALE NST STEEL "TARGET" FABRICATED STEEL DEFLECTION "TARGET" HOOD PROTECTIVE PIPE BOLLARDS, TYPICAL COUPLING, TYP. / FABRICATED DEFLECTION HOOD o SEAL &BOLT BASE ANGLE OF HOOD CUSTOM HOSE MAFIFOLD TO CONCRETE CURB, TYPICAL 2 1/2"o FEMALE NST COUPLING, TYP. DISCHARGE HOOD K K eiNviNeeksviN \co PROTECTIVE PIPE BOLLARD �° 4 N M (C (V N Cfl\ O x Cfl • J J WEST ELEVATION - PUMP TEST PIT J16 SOUTH ELEVATION - PUMP TEST PIT J6 EAST ELEVATION - PUMP TEST PIT J 1 1/4" = 1'-0" RE: D1/ 0-A1.21 1/4" = 1'-0" RE: D1/ 0-A1.21 1/4" =11-0" •`•` SWIVEL TIE ANCHORS H H p • ♦per t MINIMUM 2'-2" DEEP OPENING IN SLAB UNDER 42' - 0" -OFF EMBEDDED IN TOP OF PUMP ``�� HOOD TO WATER RETURN TROUGH w/ REMOVABLE 7' - 0" 14' - 0" 14' - 0" 7' - y 0" TEST PIT (5 TOTAL) HEAVY-DUTY GALV. STEEL GRATE COVER / / / )V‹ o 0 0 0 0 0 0 0 0 0 G G .., N Iv CD 0- _ d, 9 /\ SECURITY FENCE, PER PLAN 4N7 ` a-, 5as l NNNr/ / e a 9..- 4^d° de 1 9' _ O" 3,"° e1 ane d °a 4a- . ' 1T19� -/do- 32 E'I a — PAINTED GALVANIZED HEAVY-DUTY eV 3 io 18" SQ. ° FABRICATED STEEL DISCHARGE HOOD _ rn o _ • ° a a Qa e � � .; a d' e 3. n ° q ` a' .a ' -0�' 8" OPENING SLAB *0 a A _ 4: , . °. a 32" x 18" IN TOP UNDER 0 N ° - �, = a e_.d ° as N16' ,_ a .- - a ° N8 � �_ -> ��. - d -/ HOOD w/ REMOVABLE HEAVY-DUTY �� PROVIDE 1/2"/FT SLOPE BETWEEN FRONT CURB & OPENING .- o - -__ d " _ ,o d�, a , _ .�- '103 "=° YY11 ° . �/ d �_° aBELOj-G4DE��U9VI�EST,.PIT�. ..1,a .-°° _ ° ° a d di GALV. STEEL GRATE COVER ! � d ad 18" SQ.' a , e ° 8 4, c Q , a:e da d a 9 a a - - HYDRANT, S.C.D. a a ° o, da, a L d, e a 4 . NOTE If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. ©2024 Shah Kawasaki Architects �- ./ 4 d e d �e ;, d A ° a - e, ° . y 8, - 011 _ a _ a a e, e .J0 ' ` ! / n utri j° - 1 d'� ded ' .�-`°� ° a _ a�- f��, � ��° CUSTOM FABRICATED STEEL HOSE Revision Number DATE ISSUE DESCRIPTION E °� ... ° °° °" a,4 Iev d ° 4: MANIFOLD BOLTED TO CONC. SLAB V - L ,,d e �4a I° ,e-� L =.. 1I -;e-e a 10/02/2024 " 50% DESIGN DEVELOPMENT a 0 -, SQUARE OPENINGS 7\ a ,, e .; 24" THROUGH \ \ TOP SLAB w/ S.S. DIAMOND -PLATE 10 \ 1/2" 0 0 0 0 0 0 0 0 10 1/2" 0 FLUSH FLOOR HATCH MOUNTED TO GALV. STEEL ANGLES EMBEDDED IN CONCRETE SLAB, TYPICAL U.N.O. PAINTED GALVANIZED HEAVY-DUTY "TARGET" EQ EQ EQ EQ EQ EQ EQ EQ FABRICATED STEEL HOOD w/ UNDERGROUND WATER RETURN TROUGH TO TEST PIT / / / J6 / / / 6" o x 36" TALL REMOVABLE PROTECTIVE PIPE BOLLARDS, TYP. N1 D D -103' A-103 Project ALAMEDA 5053 FIRE GLEASON CENTER TRAINING 94568 DRIVE, COUNTY DUBLIN, CA 3D - PUMP TEST PIT D15 PUMP TEST PIT PLAN D1 1 /4" = 1'-0" C GENERAL NOTES 1. HOSE MANIFOLD BASE PLATE: 5/8" X 12" X 3'-0" GALVANIZED STEEL WITH (12) 1/2"0 "TITEN" S.S. SCREW ANCHORS (5-1/2" EMBED MIN.) 2. HOSE MANIFOLD FRAMING: 2" X 2" X 1/4" HSS GALVANIZED STEEL, TYPICAL U.N.O. 3. HOSE MANIFOLD INTERMEDIATE SUPPORT POST BRACE: 1" SQUARE GALVANIZED SOLID STEEL STOCK. 4. HOSE MANIFOLD PIPING: (4) 2-1/2"0 (I.D.) SCHEDULE 40 GALVANIZED STEEL PIPE SECTIONS WELDED TO CROSS SUPPORTS WITH FLARE BEVEL WELDS. SOUTH (INTAKE) SIDE OF PIPES` TO BE SUPPLIED WITH FEMALE NST COUPLING. NORTH (OUTPUT) SIDE OF PIPES TO BE SUPPLIED WITH MALE NST COUPLING. 5. HOODS SHALL BE CONSTRUCTED WITH 3/16" STEEL PLATE SHAPES, 4" X 4" X 3/8" MOUNTING ANGLES AT BASE BOLTED TO THE CONCRETE CURB, AND 2" X 2" X 1/4" FRAME/STIFFENING ANGLES. PROVIDE SEALANT BETWEEN MOUNTING ANGLES AND CURB (PECORA "DYNAPDXY EP-1200 OR SIMILAR). 6. "DISCHARGE" HOOD SHALL HAVE AN OPERABLE FACE COVER ATTACHED AT THE TOP TO THE FRAME WITH A CONTINUOUS PIANO HINGE. 7. TOP OF THE PUMP TEST PIT SHALL BE PAINTED WITH 6" WIDE SAFETY YELLOW DIAGIONAL STRIPES AT 4'-0" O.C. 8. DESIGN OF PUMP TEST PIT ASSUMES 2,000 GPM FLOW RATE AT FIRE APPARATUS. ALL WATER VOLUMES, FREE -BOARD DIMENSIONS, AND LIFT HEIGHTS SHALL BE CONFIRMED WITH THE ALAMEDA COUNTY FIRE DEPARTMENT DURING THE CONSTRUCTION DOCUMENT PHASE. Architect of Record SHAH K A W A S A K I _ Contractor B B ARCHITECTSOhljEutiiA 570 IOth Oakland, Street, CA Suite 94607 201 ■ Construction Drawing Title PUMP TEST PIT DETAILS A A Drawing No. A 1 0 3 SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R NOTES TO DBE: 1. PROTOTYPES ARE NOT INTENDED FOR USE IN CONSTRUCTION. THEY ARE FOR COST ESTIMATING PURPOSES ONLY. ASSUME QUANTITY OF SEVEN (7) FOR COST ESTIMATE. 2. PROVIDE PREFINISHED POWDER COAT ON ALL EXPOSED COMPONENTS. CUSTOM COLOR TO BE SELECTED BY COUNTY. 3. EACH CONCRETE FOUNDATION WITH INTEGRAL STEEL FRAME MUST ACCOMMODATE AN ARTWORK THAT IS 1/4" STEEL PLATE. 4. DBE SHALL PROVIDE SEPARATE LINE ITEM QUOTE FOR IN -GROUND LIGHTING FIXTURES. TWO LIGHTS PER SIGN (ONE EACH SIDE) 5. PROTOTYPE 'N IS THE RECOMMENDED FOUNDATION TYPE. GIVEN THE SIGNS' PROXIMITY TO A PG&E EASEMENT, THE CANTILEVER APPROACH MINIMIZES POTENTIAL RISK OF DAMAGE/REMOVAL OF SIGN BY PG&E WORK WITHIN THE EASEMENT. IT ALSO MINIMIZES RISK OF DAMAGE TO (E) UNDERGROUND UTILITIES. CLIENT qRVICkNts. 1' -� : - C '. '''t R n Crill 7 Q <t OF N ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P 0 O N RECONCILIATION SET N M M L L K K 7 Z PRE -FINISHED, POWDER COATED 3"x3"x1/4" HSS POST / / / / / ' 1 1 I I ` \ \ \ \ \ \ \ -� �� <---- , \ \ METAL CLIPS WELDED TO HSS TO CAPTURE ART MEDIUM FRAME. BASIS OF DESIGN IS FOR BUDGETING \ \ \ \ \ \ TBD ARTIST MEDIUM, N.I.C. \\ \ \ I \ 1 `\ I \ / \ i _ / = / / / / / / / j /=. .�, .. - o g cn Z / co Q / GRADE I , \ _' N ONLY. \ \ \ � \ \ \ \ \ \ '" TBD ARTIST \ 1 `\ ---__ \ \ ' `` --\ i :.. 6 MEDIUM, -.a i N.I.C. CAP TOP OF PIPE ASSEMBLY PRE -FINISHED, POWDER COATED POSTS EMBEDDED IN FOUNDATION ATTACHMENT CLIPS BELOW GRADE CAST -IN -PLACE POST FOUNDATION 7 Z N / / / -- \ \ \ \ J / / / / / / / I 1 1 I \ \ \ \ \ \ \ \ \\ \\ \\ \ \ \ \ \ I \\ \ 1 \ / \ / \ / \ / \ H H F F \ CAP TOP OF PIPE ASSEMBLY \ / \ / — — _ \ GALVANIZED PIPE ADJUSTABLE / / / \ / / \ / / \ / ' HEX HEAD RECEIVER NUT / WELDED TO PIPE SLEEVE / \ ART ATTACHMENT TABS / 3/4" THREADED HEX HEAD BOLT \ \ ADJUSTABLE PIPE SLEEVE \ -- \ EMBEDDED GALVANIZED POST 4'-6" 3" DIAMETER w/ 1/4" WALL GALVANIZED \ ARMATURE WITH METAL MOUNTING TABS \ \\ \ -III-- - - I' / / NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT D Project ALAMEDA 5053 FIRE GLEASON CENTER TRAINING 94568 DRIVE, COUNTY DUBLIN, CA POST 4111 1' o° L GRADE — — — — Architect h't of Record S KAWASAKI H n/1 H I I Contractor 18" DIAMETER x 4' DEEP CONCRETE SONOTUBE PIER _ TBD ARTIST MEDIUM, N.I.C. B B ARCHITECTSO 70 I Oth Oakland, Street, d C A Suite 9�4607 20 I RAC Construction Drawing Title PUBLIC ARTWORK CONCRETE FOUNDATION PROTOTYPE A Drawing No. A-104 ART INSTALLATION PROTOTYPE "B" - LINEAR FOUNDATION Al 1 ART INSTALLATION PROTOTYPE "A" - ADJUSTABLE ARMATURES W/ "SONOTUBE" FORMED PIER Al SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 CLIENT 1 42'-2" 5'-5" 14'-5" • =I=I I I I= IMFI=I 10" 20'-8" 1 Q ADA SINK UNIT, 15" x 15" x 6", BRUSHED SS FAUCET 2X8 RECLAIMED WOOD JOISTS, PLACED BETWEEN OUTER 'W-BEAM' FLANGES, TYP. 2X8 VERTICAL RECLAIMED WOOD, PLACED BELOW OUTER 'W-BEAM' FLANGES, TYP. BBQ GRILL UNIT, PROPANE. SEE NOTES & SPECIFICATIONS. COUNTER TOP, WATERFALL EDGE AT POST TO EXTEND TO PAVING COUNTER TOP 'BACK SPLASH' WITH METAL PANEL VENEER TO MATCH THE BUILDING PANELS ADA KNEE CLEARANCE CUT OUT, CEMENT PLASTER FINISH ON ALL SIDES GFCI OUTLETS WITH COVER, TYP. 0 2X8 RECLAIMED WOOD JOISTS, PLACED 2X8 VERTICAL RECLAIMED WOOD, BETWEEN THE BETWEEN OUTER'W-BEAM' FLANGES, TYP. BOTTOM OF THE BEAM TO THE TOP OF BACKSPLASH 10X45 'W-BEAM' POST, TYP. 10X54 'W-BEAM' FRAME BEAMS, TYP. 10X45 'W-BEAM' FRAME BEAMS, TYP. ADA SINK UNIT, 15" x 15" x 6", BRUSHED SS FAUCET COUNTER TOP 'BACK SPLASH' WALL BELOW 10X54 'W-BEAM' BEAM, TYP. BBQ & COUNTER TOP BELOW PLAN VIEW NOTES: 1. S.S.D FOR FOOTINGS & ADDITIONAL STRUCTURAL DETAILS. 2. COUNTER TOP TO BE 34" MAX HEIGHT FOR ADA WORK SURFACE PER CBC 11 B-804. 3. SEE SPECIFICATIONS 12 93 00 FOR COUNTER TOP MATERIAL, RECLAIMED WOOD, BBQ GRILL, SINK, FRONT CABINET AND REFRIGERATOR INFORMATION. 4. CONTRACTOR TO VERIFY BBQ GRILL DIMENSIONS AND OTHER REQUIREMENTS. VERIFY FRAMING AND CABINET WILL ALLOW FOR PROPANE TANK ACCESS & REPLACEMENT AT THE FRONT OF THE COUNTER. 5. CONTRACTOR TO VERIFY HEIGHT AND VENTALATION REQUIREMENTS OF THE REFRIGERATORS & SINK. C§IgnTrMFC_RFYEERASE BACK -PAINTED GLASS TO THE FRAMING OF THE STRUCTURE SHOWN. EQ.f2'-6"fEQ. SECTION A Sim / I ,' 2'-6" 1'-2" 1'-2" DOUBLE ACCESS DOOR CABINET FOR PROPANE TANK SINK VENT TO RUN UP AND BEHIND THIS POST DRY ERASE BACK -PAINTED GLASS, SEE NOTES SECTION B CEMENT PLASTER, FINISH AND COLOR TO MATCH BUILDING EXTERIOR (4) REFRIGERATORS, SEE NOTES. SHELF TOPPED WITH COUNTER TOP MATERIAL TO HOLD UP (2) REFRIGERATORS COUNTER TOP TO WRAP AROUND REFRIGERATORS ON 3 SIDES COUNTER TOP 'BACK SPLASH' WITH METAL PANEL VENEER TO MATCH THE BUILDING PANELS COUNTER TOP TO WRAP AROUND (2) REFRIGERATORS BBQ GRILL BEYOND SINK AND SS FAUCET 6'-0" COUNTER TOP, ADD FINSIHED EDGE PIECE ALONG EDGES AS SHOWN • GFCI OUTLET AT POST, S.E.D. COUNTER TOP BAR, WATERFALL EDGE AT POST TO EXTEND TO PAVING METAL PANEL VENEER, FINISH AND COLOR TO MATCH THE BUILDING PANELS EAST/FRONT SECTION ELEVATION 0-L5.1 1 NTS FACE OF BUILDING PLAN VIEW POST & CABLE STRUCTURE NTS SHADE STRUCTURE, SEE DETAIL 1/L5.1 CABLES TO ATTACH TO FRONT BEAM OF SHADE STRUCTURE CONCRETE PAVING, SEE PLANS CONCRETE CURB, S.C.D. RETRACTABLE CANOPY SHADE FABRIC, (2) 4' WIDE FABRIC SEGMENTS ATTACHED TOGETHER, ATTACHED TO CABLES PER MANUFACTURERS INSTRUCTION, TYP. STAINLESS STEEL CABLES TO RUN RETRACTABLE SHADES ALONG, TYP. CABLE ATTACHEMENTS TO POSTS PER MANUFACTURERS RECOMMENDATION, HEIGHT TO MATCH AT HEIGHT OF ATTACHMENTS AT SHADE STRUCTURE BEAM 10X45 'W-BEAM' POST, 10' HIGH, TYP. DOWNLIGHTS ATTACHED TO POSTS, S.E.D. CEMENT PLASTER TO MATCH BUILDING EXTERIOR, CEMENT PLASTER FINISH ON ALL SIDES OF KNEE CLEARANCE ADA KNEE CLEARANCE STEEL FRAMING w 0 0 w N 10" 3'-0" SECTION A- BBQ COUNTER 0 Tin COUNTER TOP BAR, ADD FINSIHED EDGE PIECE ALONG EDGES AS SHOWN METAL PANEL VENEER TO MATCH THE BUILDING PANELS, MOUNTED TO FRAMING STEEL OR WOOD FRAMING SECTION B- WHITEBOARD & COUNTER TOP PRECEDENT IMAGES NOTES: 1. MANUFACTURER TO PROVIDE FULL SYSTEM DRAWINGS. THIS WILL INCLUDE TENSION AND SUPPORT REQUIREMENTS. 2. CABLES TO HAVE APPROXIMATELY 1-2" OF SAG. CONTRACTOR CONFIRM AND INSTALL PER MANUFACTURERS INSTRUCTIONS. 3. SHADE CANOPY, CABLE AND PULLEY SYSTEM: (2) 4' WIDE PANELS, CUSTOM FABRIC LENGTH AS SHOWN; CABLES- TYPE 316 STAINLESS STEEL WIRES, 5/16", WLL-1765 LBS CANOPY FABRIC: FIRE RESISTANT MATERIAL, COLOR-TBD; ADD PULLEY SYSTEM MANUFACTURER: CABLE SHADE TELEPHONE: CORY MCKEE 801-888-4368 WEB:cableshade.com ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor ■ OVERAA\ Construction Drawing Title OUTDOOR SHADE CANOPY DETAILS Drawing No. A-105 Preliminary Design. Not For Construction Purposes. SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT C0 (10.052 ( 22.015 1-102.4 08.031 10.013 TRAINING CLASSROOM -LARGE 1-102.3 Iri -, Iris 1 I fri- Iris Iri Irl Iri ID 1L1_ LEI j4 i1'� H H H _li- N4 A-1-403 N138 N frffi IF 1 J13 T L1� IL1, IL1� L H H H frn Tin Iri IF 11- (r r IF (r L ILA ILIA IL1 H H H H H H H rri-, i Iris Ir, rri - IL1 11 tl L1 IrH Ir n Irli Ir1� ill �1� LJII L H H H H T� l� If ICIr 11f I Irl Irf Irl1� Irr- L ILA IL L I- J I- J L I I- 5'-25/16" TRAINING CLASSROOM - SMALL 22.011 1-102A.1 A-1-403 27.052 10.013 10.013 PUBLIC LOBBY 1-100 • • \� 0 RECEPTION AREA (12.031 1-100A CORRIDOR A 1-103A JANITOR CLOSET PUBLIC RESTROOM • • • M4 F4 1-106.1 22.015 (10.014 TRAINERS/ADMIN OPEN OFFICE AREA TRAINING DEPUTY- \ CHIEF OFFICE 1-1 q6A 17 106A.1 GEN OFFICE STORA E 10.023 1-103B.1 COMMONS/BREAKROOM 1-100C nI L DW • • I • • I • • - • • A-1-401 F16 F10 TRAINING COMMONS 1-100B 10.029)0 0 0 1-100.1 1-106B MAIN ENTRANCE • • . • ML • • _ • • _ • • TURNOUT ROOM WATER HEATER (11.961) 1-112.1 08.031 •CORRIDOR t 1-103C • 1 108.� 1• • 1-109.2 1-109.4 •( 05.076 CORRIDOR B 22.041 LOCKER ROOM (FEMALE) . I I, . - - . . . . . 0 - . - . - - - - .- 7I T I A-1-402� A-1-408 LOCKER ROOM (MALE) (08.023) XTRACTO 1111111111111111111111111111 DRYER IIIIIIWkIf II11111111111111111111111111111 III (03.031 1-112A.1 LOCKER R 1-112A 08.023 • L.. • • - • 1-103B.2 TELECOM/SERVER CLOSET (S.E.D. FOR MORE INFO) MECH. ROOM • • • • 1 1 • • • • • • • • • • • • • • 22.015 22.012 08.032 EXERCISE/FITNESS ROOM 1-109 • • I • • - • • - • • I • 23.061 ELEC. MAIN PANEL ROOM 1-113.1 1-113 (23.034) 23.062 1-114.1 r10 (22.011) 1 COVERED UTILITY YARD GENERATOR NZwa 1-115 TEMP GEN TAP BOX i I 0 WALL 11 MOUNT i BIKE RACKS MAIN SWITCH BOARD I I I • • - • • 0 • • I • • I • • • • • • ..J SCREEN WALL MATERIAL TO MATCH STANDING SEAM ROOF R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT FLOOR PLAN - CLASSROOM BUILDING RE: A4/ A-2-201 D1 3/16" = 1'-0" GENERAL NOTES IE1hNININES KEYNOTE KEYNOTE LEGEND DIMENSIONS ARE FROM FACE OF STRUCTURE OR GRID LINE UON SEE ENLARGED PLANS FOR ITEMS NOT CALLED OUT HERE SEE INTERIOR ELEVATIONS FOR ALL WALL MOUNTED ITEMS AND CABINET TYPES SEE A-012 FOR ROOM AREAS, INDICATION OF FIRE RATED ASSEMBLIES, & FIRE EXTINGUISHER CABINET LOCATIONS SEE A-021 FOR BUILDING SIGNAGE INFORMATION SEE A-1-122 FOR DIMENSIONED FLOOR PLAN & INTERIOR WALL TYPES SEE A-1-131 FOR REFLECTED CEILING PLAN SEE A-1-141 FOR ROOF PLAN AND ADDITIONAL INFORMATION SEE BUILDING ELEVATIONS & WALL SECTIONS FOR EXTERIOR WALL TYPES 10. FOR STOREFRONT SCHEDULE, SEE A-1-841 11. SEE A-1-931 FOR INTERIOR FINISH LEGEND, ROOM FINISH SCHEDULE, & CASEWORK & COUNTERTOP FINISH SCHEDULE 12. SEE A--1-921 FOR DOOR SCHEDULE & DETAIL REFERENCES 13. SEE A--1-941 FOR FF&E PLAN, FURNITURE SCHEDULE & EQUIPMENT SCHEDULE 14. SSD FOR FRAMING OF OPENINGS 15. WHERE STRUCTURAL DRAWINGS INDICATE PLYWOOD SHEAR WALL OVER STUD FRAMING, PLYWOOD IS TO EXTEND OVER ENTIRE SURFACE, REGARDLESS OF EXTENT SHOWN ON THE STRUCTURAL DRAWINGS, TO ELIMINATE OFFSETS IN SUBSTRATE FOR FINISHES 16. PROVIDE SOLID FIRE STOP BLOCKING IN ALL STUD WALL FRAMED CAVITIES, AT INTERSECTION OF CEILING, FLOORS, AND MAXIMUM 10FT. INTERVALS. 17. PROVIDE WOOD STUD BACKING AT ALL LOCATIONS OF WALL MOUNTED ITEMS INCLUDING, BUT NOT LIMITED TO CASEWORK, TOILET ACCESSORIES, OWNER PROVIDED ACCESSORIES, ELECTRICAL, FIRE ALARM DEVICES,AND BRACKETS OF WALL MOUNTED EQUIPMENT. SEE DETAIL FOR ADDITIONAL INFORMATION 18. SEE CBC 803.13 FOR FLAME SPREAD INDEX RATINGS OF INTERIOR WALL AND CEILING FINISHES, PER TABLE 803.13 ANY NEW WALL OR CEILING FINISHES, AS APPLICABLE. 03.031 FLOOR SURFACE SLOPED TO FLOOR/TRENCH DRAINS, S.P.D. 05.076 STAINLESS STEEL SHELVING WITH CONCEALED WALL BRACKETS 06.043 ACCESSIBLE BENCH 08.023 ALUMINUM FRAME CLERESTORY WINDOWS ABOVE, SEE RCP AND ELEVATIONS 08.031 GLAZED, INSULATED GLASS, FOLDING DOOR SYSTEM 08.032 PAINTED ROLL -UP INSULATED GLASS SECTIONAL DOOR 12' W X 10'H 10.013 CUT MARKER BOARD AS REQUIRED FOR VIDEO MONITOR MOUNT TO ALLOW MARKER BOARDS TO BE CONTINUOUS BEHIND 10.014 TACKABLE BOARD, 6'WX4"H 10.023 WARM HAND DRYER 10.029 TRASH RECEPTACLE COMPARTMENTS 10.052 METAL STORAGE SHELVING SYSTEM 11.961 FREESTANDING UNITS MOUNTED TO TUBULAR FRAME WALL; GEAR GRID TYPE TURN OUT LOCKERS; WITH 110V DUPLEX RECEPTACLE AT TOP SHELF TYP 11.963 12.031 22 31 22.011 22.012 22.015 STORAGE HEAT PUMP ELECTRIC WATER HEATER, S.P.D. RAIN WATER LEADER ROUTE INTO WALL, S.P.D. HOSE BIBB, S.P.D. RAIN WATER LEADER DOWN SPOUT, S.P.D. 22.041 HI -LOW DRINKING FOUNTAIN, S.P.D. AND SEE ACCESSIBILITY STANDARDS FOR MOUNTING REQUIREMENTS 23.034 TEMPERATURE CONTROL PANEL, S.M.D. 23.061 CONDENSING UNIT, S.M.D. 23.062 EVAPORATOR DISCHARGE, S.M.D. 27.041 AUDIO -VIDEO RACK, SEE (TN) DRAWINGS 27.052 CEILING MOUNTED, FLUSH ELECTRIC ROLL -DOWN PROJECTION SCREEN -411 (08.003) APP BAY 1-106 <AA) 106-7 KEYNOTE ROOM NAME / NUMBER WINDOW / STOREFRONT / CURTAIN WALL TAG, SEE A-1-841 DOOR TAG, SEE Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 I0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title FLOOR PLAN - CLASSROOM BLDG. Drawing No. A-1-121 A SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT 1.D 1.B 1.A 32' - 0 1/2" 7'-63/8" 120' - 7" 7'-7" 44'-31/4" 6'-9" 15'-77/8" 6'-91/8" 1.8 120'-7" 24'-91/4" 32' - 0 1/2" 7'-63/8" 36'-101/8" 7'-33/4" 7'-81/4" 6'-9" 22' - 5" 3'-0" 00 • 00 00 M 13'-51/4" CL 15' - 7 1/4" 3' - 8 7/8" 3' - 91/2" TRAINING CLASSROOM -LARGE 1-102 B1 LARGE CLASSROOM - STORAGE 1-102A C1 • BW16 TRAINING CLASSROOM - SMALL 1-101 CW16 CORRIDOR A 1-103A CW16 3 PUBLIC LOBBY 1-100 RECEPTION AREA 1-100A 1'-4 • CV O 00 7' - 71 /2" JANITOR CLOSET 1-105 C1 17'-91/4" 10' -1 3/4" 4'-45/8" 6'-73/8" TRAINING DEPUTY CHIEF OFFICE 1-106A TRAINERS/ADMIN OPEN OFFICE AREA 1-106 El Al 1 H C1 c • Al PUBLIC RESTROOM 1-104 BW16 GEN OFFICE STORAGE 1-106B • y 9' - Al 7'-01/2" 9'-45/8". D1 1 5'-53/4" Al Al 4- D1 7'-0" El 3'-103/4" Al LOCKER ROOM (ALL GENDER) 2' - 1 1/2 • Al 8'-1" EQ EQ H1 5 5/8" OFFSET 1-107 Al Al Al Er) • 4'-0" BW16 10'-6" 6' - 6 3/4" 3'-41/2"-3'-41/2" 9' -1 1/4" CL 6' - 6 5/8" 4'-31/8" '-61/8" 10' - 11" CO M CID 00 o Al TURNOUT ROOM 1-108 A2 lid Al 13'-31/4" BW16 2'-5" 7'-1" M A2 CORRIDOR C 1-103C Al 1 Al t A2 BW16 EXERCISE/FITNESS ROOM 1-109 14' - 9 3/4" 7'-91/2" 41' - 9 1/8" 5'-41/4" 6' - 1 1/4" 5'-8" 8' - 7 7/8" A2 Al Al COMMONS/BREAKROOM 15'-53/4" 1-100C EN 2'-6" TRAINING COMMONS 1-100B 9W 0 0 0 A2 '-6 D1 CORRIDOR B 1-103B 6' -1 1/2" LOCKER ROOM (MALE) v rn N 00 CW16 D1 1-112 Eo Al D1 Al 4- Al • 16'-8" 2'-0" 5' - 9 1/4" 4'-0" A2 2'-8" OCKER ROOM (MA 1-112A D1 8-11 1/2" 1'-0 a 21'-107/8" 31'-21/8" • 53' - 9 1/2" 1 D1 ---I Al A2 • LOCKER ROOM (FEMALE) 2'-4" •• 9'-15/8" 1-11 1 D1 Al A2 Al 5'-8" 0- N O 00 c3' 15'-21/4" 9'-7" M M A2 Al TELECOM/SERVER CLOSET 1-110 1 0 W • 8'-9" ELEC. MAIN PANEL ROOM 1-113 Al Al MECH. ROOM 1-114 7'-65/8" 4'-31/2" M CO COVERED UTILITY YARD 1-115 00 rn M • M ti • 20' - 5 3/4" (4 24'-91/4" 91'-63/4" 25' - 5" 3/8" NOTE: ALL ACCESSIBILITY CLEARANCE DIMENSIONS ARE FROM FACE OF FINISH MATERIAL TO FACE OF FINISH MATERIAL, TYPICAL. PROJECT NORTH R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT FLOOR PLAN - CLASSROOM BUILDING RE: A4/ A-2-201 D1 3/16" =1'-0" GENERAL NOTES KEYNOTE LEGEND DIMENSIONS ARE FROM FACE OF STRUCTURE OR GRID LINE UON. REQUIRED CLR WIDTHS ARE MEASURED TO FACE OF FINISH AND ARE LABELED"CLR" SEE ENLARGED PLANS FOR SCOPE & DIMENSIONS WHERE NOT SHOWN ON THESE PLANS ONLY INTERIOR PARTITIONS ARE TAGGED SEE A-121 FOR MORE INFORMATION, ENLARGED PLAN CALLOUTS, DOOR TAGS & WINDOWS TAGS SEE A-1-121 & A-1-841 FOR CLERESTORY WINDOW TAGS FURNITURE / SPECIALTY EQUIPMENT NOT SHOWN FOR CLARITY SEE A-1-931 FOR FF&E PLAN, FURNITURE SCHEDULE & EQUIPMENT SCHEDULE ALL DOOR FRAMES ARE 2" FROM FACE OF ADJACENT WALL FINISH WITH OPENINGS 4" FROM ADJACENT WALL FINISH UNLESS A CENTERLINE DIMENSION IS PROVIDED AT DOOR A6.1 - I I (08.003) OFFICE 106 PARTITION TAG KEYNOTE ROOM NAME/NUMBER 10FT WALK OFF RECESS GRILLE Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 I0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title DIMENSION PLAN - CLASSROOM BLDG. Drawing No. A-1-122 A SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 . El.4 1.6 1.8 CLIENT R caVfcts i O W it c.;) 7 Qq Q OF NV ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE 10TH FLOOR, OAKLAN D, CA 94612 P TRAINERS/ADMIN OPEN TRAINING DEPUTY OFFICE AREA CHIEF OFFICE TURNOUT ROOM 12.021 1-106 1-106A 1-108 li• - r• �I�I��I�I�_I_Ii1��1�1�1 —�� i .I — f&U �41y r EXERCISE/FITNESS ■ moo. ROOM • • 1-109 CC) CD > ' I o �. E,� T �� N TRAINING �• 111 CLASSROOM -LARGE 1-102 • O Q I 1 GEN OFF CE S ORA • = CORRIDOR C CO �ED 0 ED ST E EXP 1 RUCT RE 0EXPO . X3 1-103C X 0 � 1 M G 1 - +10'_o" EQ • g ■ / I'L'l 23.040 ' O . . LOCKER IiObM (A4L - CO / ` GENDER) ' o o .-• 1-107 Q. 0 0 - ' UBLIC RESTROOM '.- 0; " MIMOO NOTE: INSTALL X2 11 IOW MOTORIZED - � - - • O • .1I� G1 I +.10;_o,., . ■11.1 SKYLIGHT SHADE - EXPOSED STRUCTURE X3 • • SOFFIT PRE -FINIS AN ED L METAL SYSTEM K K II(14 et ._ II, II RIMIE 1`411 MIN�I I�I.No ■�I JI�I �I� �1ell■�I �_� I l I EXPOSED STRUCTURE G1 +10'-0" / (23.040}► - '- '- ' • ;. - - -- - • - - - - -. - - - - - E Est: R E- I r LA G CLASSROOM 'G'1 ` • o • • 1 �O E'EN = 1-102A G3 A" ' 1 - I ' / O COMMON$/BREAKROO""M +10'-0" _ -1 eao _ — I N G3 'R' � ovo° voo 000 0 0° °o o°0 00000000 0° - o - - L O CKERI� OM' Q � L � C. � NEL ISE o°Oo ° °o°o° 00°0 - - -. - LOCKER"ROO M- -MALE - Q 'OF 'A EL o' • - - - - - - . - . - 1=11 2 A -- - a E PO E S S TR TUR: C G3 CD CD 00000000°00°00°0000 000000000°00°000°0000 00000000°00°00°0000 00000000000 1-111' X1 RE FI IS ED METAL oo� 0000°o°oo°oo°0000 - - LaCkCER f200M t MALE ) - - 'AN N � °°° o00000000000000000000000000000000 ° °°°°°°°°°° 1-112 • HI H S F'IT L Y SS TEM ■ °°° ° °°°°°°°°°°° � - - 0 � " :. G3 0 CL 3 °°°0000° oof�000000s °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° o0000000000000000000000000000000 A ' >1 , °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° TRAINING COMo° ° • q ■ SL P D000000 ° °0000°000000000000000000000000000000.,, °SLOPED °°°°°°°°°°°°°°°°°°°°°°°°° o0000000000000000000° oo 1-10013 .�'.' g00000000 _°000000000000000'�.. 0000 oo°00000000 0000°°°°°°°°°°°°°°°°°°°°°°°°°° ° I - Imo- IEQ O XPOIII' ED ST' UCTU N - .- - E 1• - I�- Al cm- , 0 -- 1 1 30 00�0o voo 000 0000 0000000 oovo�o v000 000 0 00 �oo voo 000 00000000000 000 000 00 0 00 �oo voo 000 00 0 0o 000. - I 1 11 OCD v�o v°o •G3 °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° °°°°°°°°°°°°°°° °°°°°°°°°°°°°°° ° °°°°°°°°°°°°°°°°°°° 1 i OoO 00000000000000000°000000000000000°0 00000000000000000000000000000000000000000° 0 000000°00°00°00°00000° G G3 it�, SLOPED SLOPED - " • ■■ ■ - G G _rili____SLOPED- ■ _ I ° 08.022 0 08.022 G1 ■ © © SLOPED G1 + 10, _ 0„ I P' FNI`HE� M T�L - � 4 •0' FI PA E S ST M ■ cv N ■; 1 rrrrr■1'i il•■1 .A 1 ,—�—� F 08.061 29' - 6 29/64" AFF TRAINING CLASSROOM 08.022 12.021 RECEPTION AREA SMALL - 1-100A 1-101 . A9 \ NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects ® Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT 1 301 '-1-301 -1-301 PNOR H D D Project ALAMEDA 5053 FIRE GLEASON CENTER TRAINING 94568 DRIVE, COUNTY DUBLIN, CA FIRST FLOOR REFLECTED CEILING PLAN D1 RE: A4/ A-2-201 3/16" = 1'-0" GENERAL NOTES KEYNOTE LEGEND CEILING HEIGHT = 10' - 0" AFF UON 7. TWO TUBE SKYLIGHTS IN KITCHEN TO HAVE INTERNAL DIMMER 08 50.02 ° FUNCTION (AC1) - 2'x4' EXPOSED STRUCTURE: RECESSED DOWNLIGHT, SHADING OF ANY Architect of Record SHAH I// `n I\ A r V V A S A [ I Contractor 08.022 ALUMINUM FRAME CLERESTORY WINDOW WITH CLEAR INSULATED GLAZING, ACOUSTIC LAY IN LUMINARE INDICATES IT'S CONNECTED TO OVERHEAD CABLE RACEWAY, S.L.V.D . SED FOR LIGHTING FIXTURE SCHEDULE, LIGHTING THAT REQUIRES TYPICAL. t0� CEILING FAN, S.E.D. EMERGENCY POWER, AND ADDITIONAL EXTERIOR & INTERIOR 8. TAGS BEGIN WITH "AL" REFER TO ALERT SYSTEM DEVICES AND LIGHTING INFORMATION FIXTURES; SEE ALERT SYSTEM DRAWINGS 08.061 ROOF WINDOWS AND SKYLIGHTS TILE - (X1): EXPOSED FINISH/ NOT PAINTED STRUCTURE - NO ALTERNATE POWER, S.E.D. MECHANICAL AND ELECTRICAL LAYOUT PROVIDED FOR LOCATION 9. FOR SUSPENDED ACT TILE SYSTEM DETAILS REFERENCE: ONLY, SED FOR LIGHT FIXTURE TYPES AND DETAILS. SMD FOR "IR 25-2 SUSPENDED LAY PANEL CEILING: 2022 CBC" 12.021 PROVIDE MOTORIZED OPERATOR WINDOW SHADES 23.040 EXPOSED FAN COIL UNIT, S.M.D. o (AC2) PERFORATED ACOUSTIC GYPSUM - (X2): EXPOSED BOARD AND MECHANICAL 0 STRUCTURE SYSTEMS - OCCUPANCY SENSOR, S.E.D. 0 CEILING SPEAKERS - ACOUSTICAL O CEILING, S.L.V.D. B B -IN ACOUSTICAL SPRAY; PAINTED ARCHITECTS 570 I0th Oakland, Street, CA Suite 94607 201 OVERAAt Construction SUPPLY, RETURN, EXHAUST AND EQUIPMENT TYPES PROVIDED BY DSA @ DGS.CA.GOV ACCESS PANEL, CONFIGURE CEILING FRAMING / UON, ALL LIGHT FIXTURES AND CEILING MOUNTED DEVICES TO 10. FOR SUSPENDED GYPSUM BOARD CEILING DETAILS REFERENCE: (G1) - PAINTED COLOR: PT-2 SUSPENSION AS REQ'D TO ACCOMODATE. SHOWN CEILING SPEAKER - HARD LID CEILING, S.L.V.D. . CENTERED IN ROOMS, HALLS AND ON THE CEILING TILES, WHERE NO "IR 25-3 SUSPENDED GYPSUM BOARD CEILING: 2022 CBC" - GYPSUM BOARD - (X3): EXPOSED FOR LOCATION CRITERIA; REQ'D AT ALL EQUIPMENT STRUCTURE AND DIMENSION IS PROVIDED PROVIDED BY DSA @ DGS.CA.GOV MECHANICAL PAINTED COLOR: & SYSTEMS REQUIRING MAINTENANCE ACCESS, SYSTEMS; S.M.D PT-2 c. CEILING MICROPHONE, S.L.V.D. 5. SEE A-1-931 FOR INTERIOR FINISH LEGEND, ROOM FINISH SCHEDULE, & CASEWORK & COUNTERTOP FINISH SCHEDULE (G3) PAINTED MOISTURE RESISTANT ® WIRELESS MIC RECEIVER, S.L.V.D. Drawing Title REFLECTED CEILING PLAN - CLASSROOM BLDG. 6. SEE A-1-941 FOR FF&E PLAN, FURNITURE SCHEDULE & EQUIPMENT GYPSUM BOARD �o- PENDANT LINEAR SHADING OF ANY MOTORIZED SKYLIGHT SHADE LIGHT, LUMINARE A A SCHEDULE SKYLIGHTS, 3'x3' INDICATES IT'S CONNECTED ALTERNATE POWER, TO - — - UNDERCABINET LIGHTING, S.E.D. S.E.D. a� INFARED ASSITIVE LISTENING EMITTER, S.L.V.D. Drawing No. A.1.131 1 Q I LINEAR DIRECT/ INDIRECT WALL SCONCE, T (CLG3) - PRE -FINISHED RECESSED LINEAR METAL SOFFIT PANEL SHADING OF ANY LIGHT, SHADING OF ANY LUMINARE INDICATES IT'SCf LUMINARE CONNECTED TO ALTERNTE POWER, S.E.D. MULTI DIRECTIONAL CAMERA, INDICATES TOTAL SIDES & DIRECTION, # AND ARROW S.L.V.D. 1 , SYSTEM INDICATES IT'S CONNECTED TO ALTERNATE POWER, S.E.D. / CEILING SUPPLY/RETURN GRILLE, S.M.D. ///2 MOTORIZED SKYLIGHT SHADE ( DEVICES/LIGHTING FIXTURES ARE SHOWN FOR LOCATION CRITERIA ONLY, SEE SKA Project Number: 24702 ASSOCIATED CONSULTANT DRAWINGS FOR COUNT AND ADDITIONAL INFORMATION) 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT (07.054 1 1 I I I I 1 11 I I I I I I I I I I I I I I I IIII IIIIIIIIII 11 1 1 IIIIII PV AI AY LAYOUT 57)SF AREA mil 1 1 0 ft I I I I I 1 1 1 1 I_ I 1 1 1 I N 7 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 5/5" PER FT y 1- I CL TOWER ROOF (MECH. HIGH ROOF) 7" / SKYLIGHT 23.034 V ARRAY LAYOUT AREA 1250SF PV ARRT LAYOUT ARE 1.900SF 0 N 1 00' - 0" AFF T.O. PARAPET Al A-024 DS ( 22.011 MAU 26.031 07.044 PROJECT NORTH R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT ROOF PLAN - CLASSROOM BUILDING RE: D1/ A-1-201 D1 3/16" =1'-0" GENERAL NOTES KEYNOTE LEGEND 07.044 PRE -FINISHED STANDING SEAM METAL ROOF PANELS AND TRIM, TYPICAL 07.051 COLD APPLIED 2-PLY ASPHALT ROOF MEMBRANE, TYP 07.054 PREFINISHED METAL RIDGE CAP 07.071 EXTERIOR ACCESS LADDER 08.092 SKYLIGHTS, 3' X 3' TYP. 22.011 RAIN WATER LEADER ROUTE INTO WALL, S.P.D. 23.032 ROOF AIR HANDLING UNIT, S.M.D. FOR SIZE & LOCATION 23.033 ROOF EXHAUST FAN, S.M.D. FOR SIZE & LOCATION 23.034 TEMPERATURE CONTROL PANEL, S.M.D. 23.035 ROOF VENTS, S.M.D. 26.031 ROOF -MOUNTED PHOTOVOLTAIC PANELS, TYPICAL. S.E.D. DBE TO VERIFY COUNTY REQUIREMENTS FOR CAPACITY AND SIZE ACCORDINGLY. OPTIONAL BATTERY STORAGE TBD 26.032 PRE -ACTION DOUBLE INTERLOCK SYSTEM FOR I.T. ROOM, S.E.D. (08.003) DS KEYNOTE PLUMBING VENT, SPD TIE -BACK ANCHOR 3' X 3' SKYLIGHT DOWNSPOUT PVC SINGLE -PLY ROOFING; FINISH STANDING SEAM METAL ROOFING PV PANELS, FUTURE, NIC CONCRETE MECH PAD; SMD BUILDING OUTLINE BELOW Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 I Oth Street, Suite 201 Oakland. CA 94607 Contractor OVERAAt Construction Drawing Title ROOF PLAN - CLASSROOM BLDG. Drawing No. A-1-141 A SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 1-ROOF 13'-0" Q (07.042 Q (05.012)-► 05.012 (09.023 1-FIRST LEVEL 0'-0" A8 1 1-TO PARAPET 30'-0" ck 1-TOD 24'-21/2" (07.071 05.065 (08.061 1.2 n 08.092 TYP. (26.032 )TYP. (08.013) MD MI 22.015 > 08.005 / j / \/ 1E \/ _ /\ 26.0' 4 c \ / / \ / ` \/ \ \_ / \ r _ 1 1 /\ / - \ 22.015 ,\ \ \ \\ \ \ 1 1 • 1• TYP. r -/ 08.012 TYP. j /\ -\ - /\ \\ \\ \ \ \ \\ \ 1: 11 TYP. 09.021 TYP. 22.015 0- CLIENT R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P CLASSROOM - NORTH EXTERIOR ELEVATION RE: D1/ A-1-121 L1 3/16" = 1'-0" 1-TO PARAPET 30'-0" 1-TOD 1- 24'-21/2" ch 1-ROOF 13'-0" LQ� :iz ©o �]L F CVE TYP. ( 08.022 07.047) 07.045 - n / \ /\ 05.065 ( 10.018 07.047 23.033 ( 26.031 TYP. 0-00 TYP. 09.021 ) , -►` % TYP> - 08.022 V II 08.022 `/\ \ ,\ (- /- 10.017 f(05.017 N L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT CLASSROOM - SOUTH EXTERIOR ELEVATION RE: D1/A-1-121 D1 3/16" = 1'-0" GENERAL NOTES KEYNOTES SEE SHEET A-1-931 FOR EXTERIOR FINISH INFORMATION FOR DOOR TAGS, SEE A-1-121 ; FOR DOOR SCHEDULE, SEE A-1-921 FOR STOREFRONT TAGS, SEE A-1-121 FOR STOREFRONT SCHEDULE, SEE A-1-841 ALL ROOF VENTILATORS, VENTS, AND OTHER ITEMS SHALL BE PAINTED (EP-1) FINISH ON HIGH ROOF; (XXX) FINISH ON LOW ROOF; UON SEE DETAIL FOR TYPICAL J-BOX PENETRATION DETAIL. IT IS APPLICABLE TO EXTERIOR LIGHT FIXTURE, CAMERA, RECEPTACLES, SWITCHES, AND ANY OTHER EXTERIOR FIXTURE THAT IS ATTACHED DIRECTLY TO AN ELECTRICAL BOX 05.012 05.017 05.065 07.042 07.044 07.045 07.047 07.071 08.004 08.005 08.006 08.012 08.013 08.022 08.044 08.045 08.061 08.092 09.021 09.023 PAINTED STEEL BEAM, S.S.D. STANDING SEAM METAL ROOFING SYSTEM COVERING EXTERIOR UTILITY YARD CONTINUOUS PRE -FINISHED METAL PARAPET COPING CAP TO MATCH UNDERLYING FINISH, TYP. PRE -FINISHED METAL SOFFIT PANELS, TYPICAL PRE -FINISHED STANDING SEAM METAL ROOF PANELS AND TRIM, TYPICAL PRE -FINISHED DARK METAL PANELS TRIM, MATCH THE DARK MULLION PRE -FINISHED METAL PANELS (MP-2), TYPICAL EXTERIOR ACCESS LADDER PRE -FINISHED ALUMINUM FRAME STOREFRONT DOOR WITH CLEAR GLAZING ALUMINUM FRAME "NANAWALL" FOLDING CLASS PARTITION SYSTEM WITH CLEAR GLAZING, TYPICAL ALUMINUM FRAME CLERESTORY WINDOWS ABOVE, SEE RCP AND ELEVATIONS ALUMINUM FRAME STOREFRONT DOOR WITH TRANSLUCENT GLAZING PAINTED FLUSH DOOR, SEE DOOR SCHEDULE ALUMINUM FRAME CLERESTORY WINDOW WITH CLEAR INSULATED GLAZING, TYPICAL. PRE -FINISHED ALUMINUM FRAME STOREFRONT DOUBLE DOOR WITH CLEAR INSULATED GLAZING ROOF WINDOWS AND SKYLIGHTS SKYLIGHTS, 3' X 3' TYP. PAINTED EXTERIOR 7/8" CEMENT PLASTER WITH METAL LATH AND BUILDING VAPOR BARRIER AT CMU WALL, 2-COAT STUCCO: FINISH COAT OVER 1/2" BROWN COAT KEYNOTE LEGEND 10.017 BUILDING ADDRESS SIGN WITH MINIMUM 4" TALL CHARACTERS IN COLOR CONTRASTING TO THE BACKGROUND IN COMPLIANCE WITH CFC SECTION 505 AND LOCAL ORDINANCES, SEE SIGNAGE DRAWINGS 10.018 BRUSHED ALUMINUM BUILDING SIGNAGE, SEE SIGNAGE DRAWINGS SG -SERIES 22.015 RAIN WATER LEADER DOWN SPOUT, S.P.D. 23.033 ROOF EXHAUST FAN, S.M.D. FOR SIZE & LOCATION 26.024 SECURITY CAMERA, S.L.V.D. 26.031 ROOF -MOUNTED PHOTOVOLTAIC PANELS, TYPICAL. S.E.D. DBE TO VERIFY COUNTY REQUIREMENTS FOR CAPACITY AND SIZE ACCORDINGLY. OPTIONAL BATTERY STORAGE TBD 26.032 PRE -ACTION DOUBLE INTERLOCK SYSTEM FOR I.T. ROOM, S.E.D. 26.063 LIGHT SCONCE, S.E.D. \ PAINTED EXTERIOR STUCCO, (CP-1) COMPOSITE METAL PANEL; (MP-2) PRE -FINISHED DARK METAL SIDING PANELS AND TRIM; (MP-3) PRE -FINISHED METAL SOFFIT PANEL; (MP-1) STANDING SEAM METAL ROOF; (R-1) r (08.003) ALUMINUM STOREFRONT; (WIN-1) GLAZING; (IGU-1) CMU; 2-COAT STUCCO - PAINTED TAUPE; (CMU-2) LOUVER & TAG; SMD; (###) FINISH; TYP KEYNOTE Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title EXTERIOR ELEVATIONS - NORTH & SOUTH - CLASSROOM BLDG. Drawing No. A-1-201 A SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 R Q jh 1-TOD 24'-21/2" P 0 4 1-ROOF 13'-0" N L K J H F E 1-FIRST LEVEL 1-TO PARAPET 30'-0" 1-TOD 24'-21/2" 66 1-ROOF 13'-0" GENERAL NOTES 20 19 09.021 ) TYP. 08.022 18 D C B A 1. SEE SHEET A-1-931 FOR EXTERIOR FINISH INFORMATION 2. FOR DOOR TAGS, SEE A-1-121 ; FOR DOOR SCHEDULE, SEE A-1-921 3. FOR STOREFRONT TAGS, SEE A-1-121 FOR STOREFRONT SCHEDULE, SEE A-1-841 4. ALL ROOF VENTILATORS, VENTS, AND OTHER ITEMS SHALL BE PAINTED (EP-1) FINISH ON HIGH ROOF; (XXX) FINISH ON LOW ROOF; UON 5. SEE DETAIL FOR TYPICAL J-BOX PENETRATION DETAIL. IT IS APPLICABLE TO EXTERIOR LIGHT FIXTURE, CAMERA, RECEPTACLES, SWITCHES, AND ANY OTHER EXTERIOR FIXTURE THAT IS ATTACHED DIRECTLY TO AN ELECTRICAL BOX 21 20 19 18 17 (07.012) KEYNOTE 16 (07.010 ) 15 111/1\ CO 14 13 (08.006; TYP. ALAMEDA COUNTY FIRE DEPARTME 05.017 STANDING SEAM METAL ROOFING SYSTEM C YARD 05.035 CONTINUOUS PRE -FINISHED METAL PARAP UNDERLYING FINISH, TYP. 07.010 PRE -FINISHED DARK METAL PANELS TRIM, MA 07.012 PRE -FINISHED METAL PANELS (MP-2), TYPICA 08.006 ALUMINUM FRAME CLERESTORY WINDOWS ELEVATIONS 08.022 ALUMINUM FRAME CLERESTORY WINDOW WI TYPICAL. 09.021 PAINTED EXTERIOR 7/8" CEMENT PLASTER VAPOR BARRIER 10.017 BUILDING ADDRESS SIGN WITH MINIMUM 4" T CONTRASTING TO THE BACKGROUND IN COM 505 AND LOCAL ORDINANCES, SEE SIGNAGE 10.018 BRUSHED ALUMINUM BUILDING SIGNAGE, S SG -SERIES 23.003 ROOF EXHAUST FAN, S.M.D. FOR SIZE & LOCA 26.014 ROOF -MOUNTED PHOTOVOLTAIC PANELS, T COUNTY REQUIREMENTS FOR CAPACITY A OPTIONAL BATTERY STORAGE TBD 17 16 TRAINING CENTER VERING EXTERIOR UTILITY COPING CAP TO MATCH CH THE DARK MULLION BOVE, SEE RCP AND CLEAR INSULATED GLAZING, ITH METAL LATH AND BUILDING L CHARACTERS IN COLOR IANCE WITH CFC SECTION AWINGS E SIGNAGE DRAWINGS ION CAL. S.E.D. DBE TO VERIFY SIZE ACCORDINGLY. 15 14 LEGEND 13 11 12 05.035 ( 10.018 ) 07.012 ) (07.012) PAINTED EXTERIOR STUCCO, (CP-1) COMPOSITE METAL PANEL; (MP-2) PRE -FINISHED DARK METAL SIDING PANELS AND TRIM; (MP-3) PRE -FINISHED METAL SOFFIT PANEL; (MP-1) STANDING SEAM METAL ROOF; (R-1) 12 11 10 23.003 ) ,09.021), -►' .- TYP,- ; , 08.022) 10 ( 26.014 LIM (08.00) 9 ALUMINUM STOREFRONT; (WIN-1) GLAZING; (IGU-1) CMU; 2-COAT STUCCO - PAINTED TAUPE; (CMU-2) LOUVER & TAG; SMD; (###) FINISH; TYP KEYNOTE 8 7 6 5 f(05.017) CLASSROOM - SOUTH EXTERIOR ELEV 1 - Dependent 1 RE: D1/A-1-121 4 COLOR ELEVATION - SOUTH - Dependent 1 3 2 1 CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number R1 Project DATE 09/13/2024 10/02/2024 ISSUE DESCRIPTION CITY OF DUBLIN SDR 50% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 SKA Project Number: 24702 Contractor OVERAAt Construction Drawing Title EXTERIOR ELEVATIONS - SOUTH - CLASSROOM BLDG. Drawing No. R Q P O N M L K J H G D A-1-201A A NOT FOR CONSTRUCTION 21 , 1-ROOF 13'-0" 07.007 05.012 05.012 09.023 1-FIRST LEVEL 0'-0" 1-ROOF 13'-0" GENERAL NOTES 20 19 18 17 p l p l p l p l p l p l p 08.013 26.020 26.012 SEE SHEET A-1-931 FOR EXTERIOR FINISH INFORMATION FOR DOOR TAGS, SEE A-1-121 ; FOR DOOR SCHEDULE, SEE A-1-921 FOR STOREFRONT TAGS, SEE A-1-121 FOR STOREFRONT SCHEDULE, SEE A-1-841 ALL ROOF VENTILATORS, VENTS, AND OTHER ITEMS SHALL BE PAINTED (EP-1) FINISH ON HIGH ROOF; (XXX) FINISH ON LOW ROOF; UON SEE DETAIL FOR TYPICAL J-BOX PENETRATION DETAIL. IT IS APPLICABLE TO EXTERIOR LIGHT FIXTURE, CAMERA, RECEPTACLES, SWITCHES, AND ANY OTHER EXTERIOR FIXTURE THAT IS ATTACHED DIRECTLY TO AN ELECTRICAL BOX 21 20 19 18 16 15 14 minim= IL 1$ Ij \ \ 22.015 08.004 KEYNOTE 05.012 PAINTED STEEL BEAM, S.S.D. 05.035 CONTINUOUS PRE -FINISHED METAL PARAPET COPI CAP TO MATCH UNDERLYING FINISH, TYP. 07.007 PRE -FINISHED METAL SOFFIT PANELS, TYPICAL 07.009 PRE -FINISHED STANDING SEAM METAL ROOF PANEL : AND TRIM, TYPICAL 07.027 EXTERIOR ACCESS LADDER 08.001 ROOF WINDOWS AND SKYLIGHTS 08.004 PRE -FINISHED ALUMINUM FRAME STOREFRONT DOOR TH CLEAR GLAZING 08.005 ALUMINUM FRAME "NANAWALL" FOLDING CLASS PA-TITION SYSTEM WITH CLEAR GLAZING, TYPICAL 08.006 ALUMINUM FRAME CLERESTORY WINDOWS ABOVE, S . 'CP AND ELEVATIONS 08.009 PRE -FINISHED ALUMINUM FRAME STOREFRONT DO :LE DOOR WITH CLEAR INSULATED GLAZING 08.013 PAINTED FLUSH DOOR, SEE DOOR SCHEDULE 09.021 PAINTED EXTERIOR 7/8" CEMENT PLASTER WITH ME L LATH AND BUILDING VAPOR BARRIER 09.023 AT CMU WALL, 2-COAT STUCCO: FINISH COAT OVER 1 BROWN COAT 22.015 RAIN WATER LEADER DOWN SPOUT, S.P.D. 23.003 ROOF EXHAUST FAN, S.M.D. FOR SIZE & LOCATION 26.012 SECURITY CAMERA, S.L.V.D. 26.015 PRE -ACTION DOUBLE INTERLOCK SYSTEM FOR I.T. RO'sM, S.E.D. 26.020 LIGHT SCONCE, S.E.D. 08.005 17 16 15 IIIMMM- Ij 1 08.009 LEGEND 14 26.012 '1 13 U_ AMmmmm 12 1 08.009 ) ( 08.006 PAINTED EXTERI COMPOSITE MET PRE -FINISHED D PANELS AND TRI PRE -FINISHED (MP-1) STANDING SEA 13 R STUCCO, (CP-1) L PANEL; (MP-2) RK METAL SIDING ; (MP-3) TAL SOFFIT PANEL; METAL ROOF; (R-1) 12 '1 III 11 1-TO PARAPET 30'-0" 1-TOD 24'-21/2" 10 •UUi'JUUl 05.035 08.006) (22.015 ch 1-TOD 24'-21/2" 11 (08.00) 10 \ \ \ \ \ A A 08.006 ALUMINUM STOREFRONT; (WIN-1) GLAZING; (IGU-1) CMU; 2-COAT STUCCO - PAINTED TAUPE; (CMU-2) LOUVER & TAG; SMD; (###) FINISH; TYP KEYNOTE 9 ( 26.020 8 08.001 08.009 TYP. 7 08.001 TYP. 26.015 TYP. mumiMiumul. 1 - ,- '1 , \ \ \ \ \ \ \ 6 5 08.005 004) 09.021 TYP. 22.015 CLASSROOM - NORTH EXTERIOR ELEVATION - Dependent 1 RE: D1/A-1-121 4 3 RT - Dependent 1 2 1 CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number R1 Project DATE 09/13/2024 10/02/2024 ISSUE DESCRIPTION CITY OF DUBLIN SDR 50% DESIGN DEVELOPMENT R Q P O N M L K J H G ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland. CA 94607 SKA Project Number: 24702 Contractor OVERAAt Construction Drawing Title EXTERIOR ELEVATIONS -NORTH - CLASSROOM BLDG. Drawing No. D A-1-202A A NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P 1-TO PARAPET 30'-0" di 1-TOD 24'-21/2" di 1-ROOF 13'-0" 05.065 07.047 05.017 07.047 10.018 1-FIRST LEVEL 0'-0" }: - TRA0NINO CCI NTEI,R (08.006 05.015) - 05.011) < - / , (08.045) / 26.024 09.021 (08.013) 07.071 \ -, - 26.024 - / -, - TYP. !Mr 26.063 - 7 - -< , -I 09.021 1-TO PARAPET 30'-0" di 1-TOD 24'-21/2" di 1-ROOF 13'-0" 1-FIRST LEVEL 0'-0" 26.024 - \, 26.031 - 1 - - , \_ /-- - (07.047) 07.071 (05.017 1.D r 08.041 - ,- - 7 Y (08.041 < - i .016 05.065 07.047 08.041 09.024 N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT CLASSROOM - EAST EXTERIOR ELEVATION RE: D1/A-1-121 D11 3/16" = 1'-0" CLASSROOM - WEST EXTERIOR ELEVATION RE: D1/A-1-121 D1 3/16" = 1'-0" GENERAL NOTES REMOTES SEE SHEET A-1-931 FOR EXTERIOR FINISH INFORMATION FOR DOOR TAGS, SEE A-1-121 ; FOR DOOR SCHEDULE, SEE A-1-921 FOR STOREFRONT TAGS, SEE A-1-121 FOR STOREFRONT SCHEDULE, SEE A-1-841 ALL ROOF VENTILATORS, VENTS, AND OTHER ITEMS SHALL BE PAINTED (EP-1) FINISH ON HIGH ROOF; (XXX) FINISH ON LOW ROOF; UON SEE DETAIL FOR TYPICAL J-BOX PENETRATION DETAIL. IT IS APPLICABLE TO EXTERIOR LIGHT FIXTURE, CAMERA, RECEPTACLES, SWITCHES, AND ANY OTHER EXTERIOR FIXTURE THAT IS ATTACHED DIRECTLY TO AN ELECTRICAL BOX 05.011 05.015 05.017 05.065 07.047 07.071 08.006 08.013 08.041 08.045 09.021 09.024 10.018 23.033 26.024 26.031 PAINTED STEEL COLUMN, S.S.D. STEEL BEAM, S.S.D. STANDING SEAM METAL ROOFING SYSTEM COVERING EXTERIOR UTILITY YARD CONTINUOUS PRE -FINISHED METAL PARAPET COPING CAP TO MATCH UNDERLYING FINISH, TYP. PRE -FINISHED METAL PANELS (MP-2), TYPICAL EXTERIOR ACCESS LADDER ALUMINUM FRAME CLERESTORY WINDOWS ABOVE, SEE RCP AND ELEVATIONS PAINTED FLUSH DOOR, SEE DOOR SCHEDULE PRE -FINISHED ALUMINUM FRAME STOREFRONT DOUBLE DOOR WITH CLEAR INSULATED GLAZING PAINTED EXTERIOR 7/8" CEMENT PLASTER WITH METAL LATH AND BUILDING VAPOR BARRIER PLASTER CONTROL JOINT, AREA NOT TO EXCEED 120SF BRUSHED ALUMINUM BUILDING SIGNAGE, SEE SIGNAGE DRAWINGS SG -SERIES ROOF EXHAUST FAN, S.M.D. FOR SIZE & LOCATION SECURITY CAMERA, S.L.V.D. ROOF -MOUNTED PHOTOVOLTAIC PANELS, TYPICAL. S.E.D. DBE TO VERIFY COUNTY REQUIREMENTS FOR CAPACITY AND SIZE ACCORDINGLY. OPTIONAL BATTERY STORAGE TBD 26.063 LIGHT SCONCE, S.E.D. KEYNOTE LEGEND 05.011 05.015 05.017 05.065 07.047 07.071 08.006 08.013 08.041 08.045 09.021 09.024 10.018 23.033 26.024 26.031 PAINTED STEEL COLUMN, S.S.D. STEEL BEAM, S.S.D. STANDING SEAM METAL ROOFING SYSTEM COVERING EXTERIOR UTILITY YARD CONTINUOUS PRE -FINISHED METAL PARAPET COPING CAP TO MATCH UNDERLYING FINISH, TYP. PRE -FINISHED METAL PANELS (MP-2), TYPICAL EXTERIOR ACCESS LADDER ALUMINUM FRAME CLERESTORY WINDOWS ABOVE, SEE RCP AND ELEVATIONS PAINTED FLUSH DOOR, SEE DOOR SCHEDULE PRE -FINISHED ALUMINUM FRAME STOREFRONT DOUBLE DOOR WITH CLEAR INSULATED GLAZING PAINTED EXTERIOR 7/8" CEMENT PLASTER WITH METAL LATH AND BUILDING VAPOR BARRIER PLASTER CONTROL JOINT, AREA NOT TO EXCEED 120SF BRUSHED ALUMINUM BUILDING SIGNAGE, SEE SIGNAGE DRAWINGS SG -SERIES ROOF EXHAUST FAN, S.M.D. FOR SIZE & LOCATION SECURITY CAMERA, S.L.V.D. ROOF -MOUNTED PHOTOVOLTAIC PANELS, TYPICAL. S.E.D. DBE TO VERIFY COUNTY REQUIREMENTS FOR CAPACITY AND SIZE ACCORDINGLY. OPTIONAL BATTERY STORAGE TBD 26.063 LIGHT SCONCE, S.E.D. PAINTED EXTERIOR STUCCO, (CP-1) COMPOSITE METAL PANEL; (MP-2) PRE -FINISHED DARK METAL SIDING PANELS AND TRIM; (MP-3) PRE -FINISHED METAL SOFFIT PANEL; (MP-1) STANDING SEAM METAL ROOF; (R-1) (-08.003) ALUMINUM STOREFRONT; (WIN-1) GLAZING; (IGU-1) CMU; 2-COAT STUCCO - PAINTED TAUPE; (CMU-2) LOUVER & TAG; SMD; (###) FINISH; TYP KEYNOTE Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 I0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title EXTERIOR ELEVATION - EAST & WEST - CLASSROOM BLDG. Drawing No. A-1-202 A SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT 1-TO PARAPET 30'-0" 07 40.02 1-TOD 24'-21/2" 4 1-ROOF 13'-0" 05 10.07 07 40.02 1-FIRST LEVEL 0'-0" 07 70.01 TYP. (26 30.02) 09 20.01 1-TO PARAPET 30'-0" ck 1-TOD 24'-21/2" 1-ROOF 13'-0" (26 30.02) 05 10.07 (05 50.14 (08 40.05) 1' 20.03 IU 10.03 08 36 13 1-FIRST LEVEL 0'-0" 07 40.02 07 40.02 (08 40.01) 08 40.01 07 40.02 R Q ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P O CLASSROOM - EAST EXTERIOR ELEVATION RE: D1/A-1-121 CLASSROOM - WEST EXTERIOR ELEVATION RE: D1/A-1-121 1-TO PARAPET 30'-0" 1-TOD 24'-21/2" 4 1-ROOF 13'-0" 1-FIRST LEVEL 0'-0" • 'ARAPET 30'-0" 1-TOD 24' - ST LEVEL 0'-0" COLOR ELEVATION - EAST COLOR ELEVATION - WEST KEYNOTES LEGEND 05 10.07 SOUTH -FACING STANDING SEAM METAL ROOFING SYSTEM COVERING EXTERIOR UTILITY YARD 05 50.14 CONTINUOUS PRE -FINISHED METAL PARAPET COPING CAP TO MATCH UNDERLYING FINISH, TYP. 07 40.02 PRE -FINISHED METAL SIDING PANELS AND TRIM, TYPICAL 07 70.01 ROOF TOP MECHANICAL WELL WITH EXTERIOR ACCESS LADDER 08 10.03 PAINTED FLUSH DOOR, SEE DOOR SCHEDULE 08 36 13 08 40.01 PAINTED ALUMINUM FRAME STOREFRONT SECTION WITH CLEAR INSULATED GLAZING 08 40.05 ALUMINUM FRAME STOREFRONT DOUBLE DOOR WITH CLEAR INSULATED GLAZING 09 20.01 PAINTED EXTERIOR 7/8" CEMENT PLASTER WITH METAL LATH AND BUILDING VAPOR BARRIER 09 20.03 AT CMU WALL, 2-COAT STUCCO: FINISH COAT OVER 1/2" BROWN COAT 26 30.02 ROOF -MOUNTED PHOTOVOLTAIC PANELS, TYPICAL. S.E.D. DBE TO VERIFY COUNTY REQUIREMENTS FOR CAPACITY AND SIZE ACCORDINGLY. OPTIONAL BATTERY STORAGE TBD. ROOF MOUNTED ON PV SOUTH -FACING RACK SYSTEM (08.003) PAINTED EXTERIOR STUCCO, (CP-1) COMPOSITE METAL PANEL; (MP-2A) COMPOSITE METAL PANEL; (MP-2B) PRE -FINISHED DARK METAL SIDING PANELS AND TRIM; (MP-3) PRE -FINISHED METAL SOFFIT PANEL; (MP-1) STANDING SEAM METAL ROOF; (R-1) ALUMINUM STOREFRONT; (WIN-1) GLAZING; (IGU-1) CMU; 2-COAT STUCCO - PAINTED TAUPE; (CMU-2) LOUVER & TAG; SMD; (###) FINISH; KEYNOTE MATERIAL TAG; SEE SHEET A-1-801 FOR EXTERIOR FINISH INFORMATION N M L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION R2 09/13/2024 CITY OF DUBLIN SDR 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I0th Street, Suite 201 Oakland. CA 94607 Contractor OVERAAt Construction SKA Project Number: XXXXX Drawing Title EXT. ELEV. (E) & (W) CLASSROOM BLDG. Drawing No. A-1-203 A 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT 1-TO PARAPET 30'-0" 1-TOD 24'-21/2" j4 1-ROOF 13'-0" 1-FIRST EVEL 0'-0" ( 08.018 3 1.4 ALAVA �DA, OUVY ZE PAS CAA �{ 05.035 10.018 fir ( 09.021 TYP (08.022 0 HOC H I 07.010 (08.006 TYP. 07.012 TYP. 26.014 j/—( 1.8 1.9 u u { 09.021 )TYP. {08.022) (08.022 -01---(05.017 ) 32.007 ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 CLASSROOM - SOUTH EXTERIOR ELEVATION EXTENDED RE: D1/A-1-121 M1 1/8" = 1'-0" 22' - 0 1 /2" 154' - 7" 123' - 5 1/4" 1-TO PARAPET 30'-0" 1-TOD 24'-21/2" 1-ROOF 13'-0" 8'-1" 21'-6" 32' - 6 1/4" 67' -1 3/4" 25' - 4" AMEOA COUNTY FIRE DEPARTMENT TRAINING CENTER 1 0 M • L J KEYNOTE LEGEND 05.017 STANDING SEAM METAL ROOFING SYSTEM COVERING EXTERIOR UTILITY YARD 05.035 CONTINUOUS PRE -FINISHED METAL PARAPET COPING CAP TO MATCH UNDERLYING FINISH, TYP. 07.010 PRE -FINISHED DARK METAL PANELS TRIM, MATCH THE DARK MULLION 07.012 PRE -FINISHED METAL PANELS (MP-2), TYPICAL 08.006 ALUMINUM FRAME CLERESTORY WINDOWS ABOVE, SEE RCP AND ELEVATIONS 08.018 SKYLIGHTS, 3' X 3' TYP. 08.022 ALUMINUM FRAME CLERESTORY WINDOW WITH CLEAR INSULATED GLAZING, TYPICAL. 09.021 PAINTED EXTERIOR 7/8" CEMENT PLASTER WITH METAL LATH AND BUILDING VAPOR BARRIER 10.018 BRUSHED ALUMINUM BUILDING SIGNAGE, SEE SIGNAGE DRAWINGS SG -SERIES 26.014 ROOF -MOUNTED PHOTOVOLTAIC PANELS, TYPICAL. S.E.D. DBE TO VERIFY COUNTY REQUIREMENTS FOR CAPACITY AND SIZE ACCORDINGLY. OPTIONAL BATTERY STORAGE TBD 32.007 8' HIGH CMU SCREEN WALL WITH PLASTER FINISH ON EXTERIOR SIDE PAINTED EXTERIOR STUCCO, (CP-1) COMPOSITE METAL PANEL; (MP-2) PRE -FINISHED DARK METAL SIDING PANELS AND TRIM; (MP-3) PRE -FINISHED METAL SOFFIT PANEL; (MP-1) STANDING SEAM METAL ROOF; (R-1) (08.003) ALUMINUM STOREFRONT; (WIN-1) GLAZING; (IGU-1) CMU; 2-COAT STUCCO - PAINTED TAUPE; (CMU-2) LOUVER & TAG; SMD; (###) FINISH; TYP KEYNOTE COLOR ELEVATION - SOUTH EXTENDED F1 1/8" = NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION R1 09/13/2024 CITY OF DUBLIN SDR 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction awing Title EXT. ELEVATION SOUTH - EXTENDED Drawing No. A-1 -204 SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 4 CLIENT 1-TO PARAPET 30'-0" ch 1-TOD 24'-21/2" 4 1-ROOF 13'-0" 1-FIRST LEVEL 0'-0„ 73- - • • • • • • • • • • • CORRIDOR A 1-103A • • - . • KEYNOTE BUILDING SECTION 1 WEST RE: D1/A-1-121 M5 3/16" = 1'-0" R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P 1-TO PARAPET 30'-0" 1-TOD 24'-21/2" 4 1-ROOF 13'-0" 1-FIRST LEVEL 0'-0„ Sim F1 -1-80 1.6 ELEC. MAIN PANEL ROOM 1-113 TELECOM/SERVER CLOSET 1-110 1.D CORRIDOR B 1-103B L EXERCISE/FITNESS ROOM 1-109 • i • • i • • •• • • • • I • • I • • 1-TO PARAPET 30'-0" 014 1-TOD 24'-21/2" 4 1-ROOF 13'-0" 1-FIRST LEVEL 0'-0" • i • • • • • • • • • • • I • • I • • • • I • • I • • LOCKER ROOM (MALE) 1-112A • • • I • • i • CORRIDOR B 1-103B • i • • I • • TURNOUT ROOM 1-108 • ' //, • • \\\\\\\\\\\\\\\ \VA��VA��VA��VA��VA��/ VA�VA\// BUILDING SECTION 3 WEST RE: D1/ A-1-121 G12 3/16" = 1'-0" BUILDING SECTION 2 WEST RE: D1/ A-1-121 G1 3/16" = 1'-0" 1-TO PARAPET 30'-0" 1-TOD 24'-21/2" 4 1-ROOF 13'-0" 1-FIRST LEVEL 0'-0" 1 1 1 T • • - • • • l IF N If A Y I I 11 A i 1 1 0 1 1� T-AINING CLASSRO•M - SMALL • i • • i • • 1 LJ PUBLIC LOBBY 1-100 - • TRAINING COIVIVIONS 1-100B•I • • • • LI I1 Y r 19 11 1 T1 lI LI 11 r 1.6 1 L - 4 r 1 • • • • • • - • • F )M (MALE) 2 A LOCKER ROOM (MALE) 1-12A LOCKER ROOM (FEMALE) 0 G12 -1-301 1.8 r 0 �r I r u ELEC. MAIN PANEL ROOM 1-113 MECH. ROOM 1-114 — COVERED UTILITY YARD 1-115 1 N L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title BUILDING SECTIONS - CLASSROOM BLDG. Drawing No. A-1-301 A LONGITUDINAL BUILDING SECTION NORTH RE: D1/A-1-121 Al 3/16" = 1'-0" SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R KEYNOTE KEYNOTE CLIENT R s) n Q� if 0 1.D 06.014 FLAT BOTTOM GABLE MFRG TRUSSES @ 24" OC, SSD. 09.021 PAINTED EXTERIOR 7/8" CEMENT PLASTER WITH METAL LATH AND 06.071 WOOD BEAM, S.S.D. BUILDING VAPOR BARRIER 07.021 4" MINIMUM CONTINUOUS RIGID SLOPED INSULATION 22.046 ROOF AND OVERFLOW DRAIN 07.044 PRE -FINISHED STANDING SEAM METAL ROOF PANELS AND TRIM, 23.032 ROOF AIR HANDLING UNIT, S.M.D. FOR SIZE & LOCATION TYPICAL 23.035 ROOF VENTS, S.M.D. 07.051 COLD APPLIED 2-PLY ASPHALT ROOF MEMBRANE, TYP 23.042 MECHANICAL DUCT, S.M.D. 07.071 EXTERIOR ACCESS LADDER 26.031 ROOF MOUNTED PHOTOVOLTAIC PANELS, TYPICAL. S.E.D. DBE 08.001 ROOF WINDOWS AND SKYLIGHTS TO VERIFY COUNTY REQUIREMENTS FOR CAPACITY AND SIZE ACCORDINGLY. OPTIONAL BATTERY STORAGE TBD 441 erbbli Q Q w Pit,tiA 1 I 1.4•'OF ( 23.032 ALAM E DA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P (07.071) 1-TO PARAPET 1-TO PARAPET 30'0"- � 30'- �� 1 80 `, .i ---------------- ------------------------------------------------------------------ ----------- �� M 23 035 5/16" PER FT % (07.051) Y% • _ 22.046f j' (07.021) N =' PER FT 1 1 j 5/16" // • �� K6 ►1 /® ..-- �M •►i�♦�� ♦♦�♦�♦�♦�♦�♦�♦�♦� _ 1 I Iiiiiiiiiiiiiiiiiiiii♦i�� ►% 1 TOD i ♦ �����♦ _ _ . 1 TOD ®������������♦ �� ck _ _ _>��.�___�� vvvvvvvv.� AAAvvv vvvvvv AAAA vvvv 24' - 2 1/2" I��������������������, 24' - 2 1 /2" = M M ♦���♦�4 ♦♦♦♦♦4♦♦♦♦♦♦♦♦♦♦♦��������1 �Wttf4 . �� 1 1 i - i •IW ►•1►d ►@� . / _ _ 1 41 6; / / 09.021 �.. / /� IIII �� ; L L II -- - .....i - -/ 1044 7 / I� 08001 III 1 II 1� WINDOW OPENING IIII . BEYOND �� I►�_ IIII 06.014 IIII � ___-- ►! K — — / IIII -,,4,,, __AA_AO -,-AI TRAINING COMMONS ----- pp---® Aim HIGH CEILING III — — —44431 I — `,, IIII — - IIII �1 J l _ _ — — — RECESSED/I ANGLED FRAMED '� — _ — F F _ — WINDOW OPENING :. _ _ ►- __— 01 is H _ G ck1-ROOF 13'-0" i 06.071) 23.042 1 nto F F 1 x 2-SECOND LEVEL " NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects / �- Revision Number DATE ISSUE DESCRIPTION E E 10/02/2024 50% DESIGN DEVELOPMENT - - LOCKER ROOM (MALE) X, 1-112 D D Project ALAMEDA 5053 FIRE GLEASON CENTER TRAINING 94568 DRIVE, COUNTY DUBLIN, CA PUBLIC LOBBY CORRIDOR A o TRAINING COMMONS 1-100 1-103A o L1-100B 1 1 C' 1 1 1 1 1 Architect of Record S KAWASAKI H A H Contractor • B B ARCHITECTS 570 10th Oakland, Street, CA Suite 94607 201 OVERAAt Construction Drawing Title WALL SECTIONS - CLASSROOM BLDG. _ A A 1-FIRST LEVEL 1-FIRST LEVEL - Drawing No. A-1-311 ENLARGED WALL SECTION 2 A8 ENLARGED WALL SECTION/ELEVATION Al SKA Project Number: 24702 RE: M5/ A-1-301 3/4" = 1'-0" RE: Al / A-1-301 3/4" = 1 1-0" 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R KEYNOTE p\ 1 1 Al 1-TO PARAPET 1 . D - \'\ �, CLIENT R Lc � 03.031 FLOOR SURFACE SLOPED TO FLOOR/TRENCH DRAINS, S.P.D. 05.011 PAINTED STEEL COLUMN, S.S.D. 05.012 PAINTED STEEL BEAM, S.S.D. 05.064 METAL PANEL FACADE 05.065 CONTINUOUS PRE -FINISHED METAL PARAPET COPING CAP TO MATCH UNDERLYING FINISH, TYP. 07.042 PRE -FINISHED METAL SOFFIT PANELS, TYPICAL 07.044 PRE -FINISHED STANDING SEAM METAL ROOF PANELS AND TRIM, TYPICAL 07.048 CMU WALL W/ PRE -FINISHED METAL SIDING PANELS AND TRIM AT EXTERIOR SIDE; TWO -COAT STUCCO AT INTERIOR SIDE 07.054 PREFINISHED METAL RIDGE CAP 07.067 PREFINISHED GUTTER & LEADER 07.071 EXTERIOR ACCESS LADDER 08.092 SKYLIGHTS, 3' X 3' TYP. 08.099 INDIRECT DIFFUSED SUNLIGHT 09.021 PAINTED EXTERIOR 7/8" CEMENT PLASTER WITH METAL LATH AND BUILDING VAPOR BARRIER 09.025 PAINTED ANGLED GYPSUM CEILING, SEE RCP 10.018 BRUSHED ALUMINUM BUILDING SIGNAGE, SEE SIGNAGE DRAWINGS SG -SERIES 11.961 FREESTANDING UNITS MOUNTED TO TUBULAR FRAME WALL; GEAR GRID TYPE TURN OUT LOCKERS; WITH 110V DUPLEX RECEPTACLE AT TOP SHELF TYP 11.963 26.032 PRE -ACTION DOUBLE INTERLOCK SYSTEM FOR I.T. ROOM, S.E.D. 26.061 CABLE TRAY 26.063 LIGHT SCONCE, S.E.D. .A 1-TO PARAPET . D-1 301 Q OF NV I� �v 30' - 0" 30' - 1-TOD p�� - - L - - - ALAM E DA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAN D, CA 94612 P O 0 1-TOD / _1--- J N 1.A 1. Biti N ck 24'-21/2" _ _ Y 24'-21/2" _ - _ _ 07.071 C 26.032 M M (07.054) (07.044) i 08.092 08.099 rW ' yam®''41 �D=- 441, i _ CI T+L ------ ---------- mm_ ,rif ,,,,- il /41 J K i 26.061 26.032 Al 2 -1-80 EXPOSED CEILING Zi - - 07.044 26.032 - -1-80 ill_ __ -- , ��` __-_= -=_vim • • EXPOSED CEILING _ _ __ _ 1 _ r ® - 1 H-p„ H _ • . • % I 11 ,I • 1-ROOF _ - � • eL 1-ROOF .o_ r tea- , • -- 1-ROOF 13'-0" �. i `\ Al __ 13'-0" ' 1 • 05.012 •u '` • • _ N G L.. _ 07.067 05.011 I er 07.042_...) COf • • I.______ • • • • /► - / \ �I - �� ...01_,k2 0 �1 \� • • 1 • • F F 26.063 )--il 05.065 .� 26063 C ) < EXTRACTOR/LAUNDRY AREA NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects {' _ _ .09.021) 26.063 > i < . . • • • • 1-108A Revision Number DATE ISSUE DESCRIPTION • • .. • • • , . . i, • • j_ • • • • i, • • 10/02/2024 50% DESIGN DEVELOPMENT > / / \ \ LOCKER ROOM (MALE) BE oND < >11.963 \LOCKER ROOM (MALE) CORRIDOR B / 1-112A 1-103B > / \ / 1-112A 07.048 • _ A \ / ' (10.018� / \ j< l� % D / �05.064� Project ALAMEDA 5053 FIRE GLEASON CENTER TRAINING 94568 DRIVE, COUNTY DUBLIN, CA I< / \ \ \ \ / / / / / \ / / / / /► / �, w - �11.961) I< < C / / \ \ H • Architect of Record SHAH KAWASAKI Contractor ;, / 1 1 / >' / \ • • _ _ A17 • -1-80 k �{ \ / / Al ARCHITECTSOVERcPOn 570 I0th Oakland. Street, CA Suite 94607 201 ■ / \ I/ �� 1-FIRST LEVEL 1-FIRST LEVEL �' :, _� 4 1-FIRST LEVEL ' 1 > \ >�r- 0 - 0 4 ° ° a ° ° . � a d: d ° ° 8 °, 9 - 11 ° ° . ° ° d. $ ° d . ° . n - d y _ 9 - a: ° Aaa Drawing Title WALL SECTIONS CLASSROOM BLDG. ° a - `_ - - " d , //llllllllllllll /-? - d - .s 9_ - 4 III- a " _ a" 1 03.01 ° ' ° ° e 1 III III III III III III III III III I I III III III III III 1-1- _III I-f-_ 1 1 1 1 III 1 `: Drawing No. A-1-312 ENLARGED WALL SECTION 2 WEST - Callout 1 Al SECTION AT CLASS. BLDG SCREEN WALL & UTILITY YARD A16 ENLARGED WALL SECTION 2 WEST - FRONT WALL RIBBON WINDOWS A9 SKA Project Number: 24702 RE: G1/A-1-301 3/4" = 11_0" PF• r1/ A_1_1_91 "= 1" PP• f11/ A_1_191 'Ile= 1'_11" 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 7 CLIENT KEYNOTE 05.015 STEEL BEAM, S.S.D. 05.069 PREFINISHED METAL FASCIA W/FINISH TO MATCH DOOR SYSTEM 06.014 FLAT BOTTOM GABLE MFRG TRUSSES @ 24" OC, SSD. 07.044 PRE -FINISHED STANDING SEAM METAL ROOF PANELS AND TRIM, TYPICAL 08.031 GLAZED, INSULATED GLASS, FOLDING DOOR SYSTEM 09.021 PAINTED EXTERIOR 7/8" CEMENT PLASTER WITH METAL LATH AND BUILDING VAPOR BARRIER 09.054 SUSPENDED ACOUSTIC TILE CEILING 23.042 MECHANICAL DUCT, S.M.D. 26.062 ROOF MOUNTED PHOTOVOLTAIC PANELS 32.042 EXTERIOR FLATWORK, SEE CIVIL & LANDSCAPE DRAWINGS R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P 0 4 1-ROOF 13'-0" 1-FIRST LEVEL 50 08 080 08040oC \ • .1111111111111111111 . . _ _ _ . -.a e d a a 0 0 0 0 0 0 0 0 0 0 0 0 o- : \/i\/A / \/\ \, /\ \/\ \/\ \/, 26.062 (05.069 1.E (05.015) (08.031 EXTERIOR 1-FIRST LEVEL 0'-0" �0�000�0�oUoUovo� m p>/\/\// ,</\// ://:// ,\///// - TRAINING CLASSROOM -LARGE 1-102 FOLDING DOORS OPEN POSITION o 0 0 o 0 o Q_ o 0 0 0 0 N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title WALL SECTIONS - CALSSROOM BLDG. Drawing No. A-1-313 A WALL SECTION @ TURNOUT RE: D1/A-1-201 A8 3/4" = 1'-0" WALL SECTION @ NORTH FACADE FOLDING DOORS RE: D1/A-1-121 Al 3/4" = 1'-0" SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R/ GENERAL NOTES CLIENT R ����� � Q ,--ter ] (26.001) c (09.006) � �q OF ,OVA (09.010) � P ALAM E DA COUNTY GENERAL SERVICES AGENCY P 09.006 ...• (09.006 ) O 1401 LAKESIDE DRIVE, 10TH FLOOR , OAKLAND, CA 94612 0 26.001) (26.001 ) - (09.006) _ '� '� (09.006� - N N (08.041 ) \, , \ , , 09.009 KEYNOTE 06.004 (LMT-1) PLASTIC LAMINATE - WHITE, SEE FINISH SCHEDULE 06.005 (LMT-3) PLASTIC LAMINATE - RED, SEE FINISH SCHEDULE 06.008 UPPER CABINETS, PLASTIC LAMINATE FINISH - RED 08.001 ROOF WINDOWS AND SKYLIGHTS 08.006 ALUMINUM FRAME CLERESTORY WINDOWS ABOVE, SEE RCP AND ELEVATIONS 08.041 08.043 PRE -FINISHED ALUMINUM FRAME STOREFRONT SECTION WITH SLIDER ENTRY DOOR AND CLEAR INSULATED GLAZING 08.045 PRE -FINISHED ALUMINUM FRAME STOREFRONT DOUBLE DOOR WITH CLEAR INSULATED GLAZING 09.001 (R-1) RESILIENT RUBBER WALL BASE, SEE FINISH SCHEDULE 09.006 (PT-1) WALL PAINT, EGGSHELL, SEE FINISH SCHEDULE 09.008 (PT-3) WALL PAINT, RED, SEE FINISH SCHEDULE 09.009 (PT-4) WALL PAINT, SIMILAR TO TAUPE, SEE FINISH SCHEDULE 09.010 (AC-1) ACOUSTIC CEILING TILE, SEE FINISH SCHEDULE 09.014 (FWP-1) FABRIC WRAP ACOUSTICAL PANEL -GREY, SEE FINISH SCHEDULE 11.003 (N) REFRIGERATOR, TYP. VERIFY REQUIRED DOOR SWING CLEARANCE 12.004 CUSTOM HARDWOOD RECEPTION DESK WITH PLASTIC LAMINATE FINISH 26.001 LIGHT FIXTURE, TYPICAL. S.E.D. 27.051 M M � �09.001 (06.005) (08.043) (09.006) 09.001 PUBLIC LOBBY- NORTH ELEVATION M16 PUBLIC LOBBY- SOUTH ELEVATION M10 TRAINING COMMONS- WEST ELEVATION M4 1/4" = 1'-0" 1/4" = 1'-0" RE: D1/ A-1-121 1/4" = 1'-0" L L 08.001 ) K K 09.006 ) (09.006) 08.006 (08.006 ) J 7 09.006) _ \ 09.006) N4 (09.006) H H ( 26.001) 08.006) -1-40 ( 26.001 ) - -iii-( 09.008 ) 09.014 (27.051) (09.014) • • i, • • . • • • • Th_ E „ ,, " _ - -� = _ _ = , _ _ . , G (06.008 " �" \ . `II' Ii/ 'I_ ill' '11' 'U' • / o . / (11.003 )-� ; _ �� r > < > . = _ _I 02.004 • ,,CIv LEGEND • A A /, / 1 1 1 / 1 / 1/ 1/ V A A /, I 1 1 1 / 1 1/ V V A A /, / 1 / 1 / 1 1/ 1 v V \ \ A - -- in _ _ \ \ \ \ • • - • , F , = / 1 /, / GLAZING \ \ - - - // / 1 / 1 1/ 1 F F A/ V r • • • • • (09.006) 09.001 (06.005) 09.001 (09.001) 09.001 (09.006) 08.045 TRAINING COMMONS- SOUTH ELEVATION F16 TRAINING COMMONS- EAST ELEVATION F10 TRAINING COMMONS- NORTH ELEVATION F4 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. ©2024 Shah Kawasaki Architects �08.°03� KEYNOTE RE: D1/ A-1-121 1/4" = 1'-0" RE: D1/ A-1-121 1/4" = 1'-0" RE: D1/ A-1-121 1/4" = 1'-0" Revision Number DATE ISSUE DESCRIPTION E 4' -1 3/4" 10/02/2024 50% DESIGN DEVELOPMENT E A-1-401 Z • = 06.005 o C16 (06.005 ) N � (06.005 N Project ALAMEDA FIRE CENTER TRAINING COUNTY D 1.6 - y (06.005) A-1-401 A10 °° C1 A-1-401 `o 5053 GLEASON DRIVE, DUBLIN, CA 94568 RECEPTION DESK- NORTH ELEVATION C16 RECEPTION DESK- EAST ELEVATION C 1 0 RE: A4/ A-1-401 1/2" = 1-0 ' " RE: A4/ A-1-401 1/2" = 1'-0 " Architect of Record SHAH KAWASAKI Contractor C (06.005 B ARCHITECTS I Oth Oakland, Street, CA Suite 94607 201 OVERA&IL Construction B (, (06.005) f 06.004 ) 06.004 • 06.005 PNORIH ( 06.005) - 0 o 0 T L)574 06.005 "' Drawing Title ENLARGED PLAN & INTERIOR ELEVATION - 1 .A A16 A-1-401 7' - 713/16" iii (06.004) 6" 5' - 8 3/4" 6" LOBBY 3 • • • Drawing No. A-1-401 A RECEPTION DESK- SOUTH ELEVATION A16 RECEPTION DESK- WEST ELEVATION A10 ENLARGED PLAN - RECEPTION A4 SKA Project Number: 24702 RE: A4/ A-1-401 1/2" = 1'-0" RE: A4/ A-1-401 1/2" = 1'-0" RE: D1/ A-1-121 1/2" = 1'-0" 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 3 09.006 (06.013) 09.006 (12.005) 06.015 i IP 0 N • - o 0 • / / / / / / / / \ ^ \ \ v \ \ \ / / / / / / / / / / ^ \ \ \ \ / / /\ / / / / / \ \ \ ` /z / 7 7 7 7 7 7 / M I / / / 0 / \ v I„0 / / / / 0,/�/ / / / / / / /11 / zo ( 11.014 40/ E. CV I [I' , / /p[ , 1 1 / N 1 1 n 09.001) (11.003) 14' -11 3/4" GENERAL NOTES RESTROOMS TO HAVE THE FOLLOWING ACCESSORIES TO BE AUTOMATIC/TOUCHLESS: TOILET FLUSHOMETER, SINK FAUCET, SINK SOAP DISPENSER. SEE A-021 FOR BUILDING SIGNAGE INFORMATION SEE A-1-931 FOR INTERIOR FINISH LEGEND, ROOM FINISH SCHEDULE, & CASEWORK & COUNTERTOP FINISH SCHEDULE SEE A-1-921 FOR DOOR SCHEDULE & DETAIL REFERENCES SEE A-1-931 FOR FLOOR FINISH PLAN CLIENT R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P GENERAL OFFICE STORAGE- SOUTH ELEVATION RE: D1/A-1-121 N13 1/2" = 1'-0" BREAK ROOM - NORTH ELEVATION RE: F4/ A-1-401 N4 KEYNOTE 1/2" = 1'-0" CLASSROOM STORAGE - WEST ELEVATION RE: D1/A-1-121 K18 3/16" = 1'-0" ( 09.001 09.007 10.003 • N (05.002 3'-3" 3'-6" 06.005 06.0G J n,n n,n ` VJVVG m I M 1 11'-1" 11'-3" CLASSROOM STORAGE - NORTH ELEVATION RE: D1/A-1-121 K13 3/16" =1'-0" BREAKROOM ISLAND - EAST ELEVATION RE: A4/ A-1-402 K9 1/2" = 1'-0" BREAKROOM ISLAND - SOUTH ELEVATION RE: A4/ A-1-402 K4 1/2" = 1'-0" (10.003 09.006 10.002 09.001 (09.001 10.002 09.006 (06.005 3'-3" 3'-6" • • (707) N Oo 1 n n ( 06.007) (06.005 2'-6" • • 2'-6" 2'-0" 4'-3" 2'-4" 11'-1" 11'-3" • 05.001 (SS-1) STAINLESS STEEL BACKSPLASH, SEE FINISH SCHEDULE 05.002 (SS-2) STAINLESS STEEL COUNTERTOP, BRUSHED SATIN, SEE FINISH SCHEDULE 06.005 (LMT-3) PLASTIC LAMINATE - RED, SEE FINISH SCHEDULE 06.006 BUILT-IN CASEWORK, STAINLESS STEEL COUNTER 06.007 06.008 UPPER CABINETS, PLASTIC LAMINATE FINISH - RED 06.013 UPPER CABINETS, PLASTIC LAMINATE FINISH - WHITE 06.015 BASE CABINETS, PLASTIC LAMINATE FINISH - WHITE 09.001 (R-1) RESILIENT RUBBER WALL BASE, SEE FINISH SCHEDULE 09.006 (PT-1) WALL PAINT, EGGSHELL, SEE FINISH SCHEDULE 09.007 (PT-2) WALL PAINT, SEMI -GLOSS, SEE FINISH SCHEDULE 09.008 (PT-3) WALL PAINT, RED, SEE FINISH SCHEDULE 10.002 MEDAL SHELF STORAGE UNIT (72"L X 18"D X 84"H) 10.003 MEDAL SHELF STORAGE UNIT (48"L X 18"D X 84"H) 11.001 (N) DISHWASHER 11.002 (N) MICROWAVE 11.003 (N) REFRIGERATOR, TYP. VERIFY REQUIRED DOOR SWING CLEARANCE 11.004 (N) ELECTRIC RANGE OVEN WITH FRONT MOUNTED CONTROLS 11.005 (N) COFFEE MACHINE 11.009 (N) DUCTED COMMERCIAL -GRADE RANGE HOOD. PROVIDE REMOTE HOOD SWITCH AT ACCESSIBLE REACH HEIGHT 11.014 RADIO CHARGING STATION, COUNTER MOUNT. VERIFY QUANTITY WITH OWNER 11.016 PAPER SHREDDER 12.005 PLASTIC LAMINATE COUNTERTOP CLASSROOM STORAGE - EAST ELEVATION RE: D1/A-1-121 G18 3/16" = 1'-0" CLASSROOM STORAGE - SOUTH ELEVATION RE: D1/A-1-121 G13 3/16" =1'-0" BREAKROOM ISLAND - WEST ELEVATION RE: A4/ A-1-402 G9 1/2" = 1'-0" A-1-402 /G9 BREAKROOM ISLAND- NORTH ELEVATION RE: A4/ A-1-402 (11.002) 11.004 COMMONS/BREAKROOM 1-100C 11.001 0 0 J � 0 0 0 DW 11' - 3" K4 11.003 K9A-1-402 G4 LEGEND 1/2" = 1'-0" GLAZING 08.003) ► KEYNOTE N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 1 0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title ENLARGED PLAN & INTERIOR ELEVATION - BREAK RM & RECEPTION Drawing No. A-1-402 A ENLARGED PLAN - BREAK ROOM RE: D1/ A-1-121 A4 1/2" = 1'-0" SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 3 (09.006) (10.012 ALIGN 1 / / 10.013 (10.012) TYPICAL 10.013 09.001 4'-2" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 09.006 EXPOSED STRUCTURE ( 09.006 (09.015) (09.006 (09.001) (09.008) GENERAL NOTES LARGE CLASSROOM- EAST ELEVATION RE: D1/A-1-121 N13 1/4" =11-0" LARGE CLASSROOM- WEST ELEVATION RE: D1/ A-1-121 N4 1/4" = 1'-0" (08.006 EXPOSED STRUCTURE ( 09.015 08.011 09.006 0- 09.015 N u) 09.008 09.001) M 09.008) (09.001 o • • (08.006) ■ 004) 08.005) (09.001 ( 09.006 RESTROOMS TO HAVE THE FOLLOWING ACCESSORIES TO BE AUTOMATIC/TOUCHLESS: TOILET FLUSHOMETER, SINK FAUCET, SINK SOAP DISPENSER. SEE A-021 FOR BUILDING SIGNAGE INFORMATION SEE A-1-931 FOR INTERIOR FINISH LEGEND, ROOM FINISH SCHEDULE, & CASEWORK & COUNTERTOP FINISH SCHEDULE SEE A-1-921 FOR DOOR SCHEDULE & DETAIL REFERENCES SEE A-1-931 FOR FLOOR FINISH PLAN CLIENT R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P O KEYNOTE LARGE CLASSROOM- SOUTH ELEVATION RE: D1/A-1-121 J13 1/4" =11-0" LARGE CLASSROOM- NORTH ELEVATION RE: D1/A-1-121 J4 1/4" =1'-0" 09.015 09.008 (09.008) (09.001 09.006 09.006 1 4-0 1 ALIGN 3'-0" 1 5'-0" •• o co ~ 0 N _ N -v 1 09.001 1~ 08.001 ROOF WINDOWS AND SKYLIGHTS 08.004 PRE -FINISHED ALUMINUM FRAME STOREFRONT DOOR WITH CLEAR GLAZING 08.005 ALUMINUM FRAME "NANAWALL" FOLDING CLASS PARTITION SYSTEM WITH CLEAR GLAZING, TYPICAL 08.006 ALUMINUM FRAME CLERESTORY WINDOWS ABOVE, SEE RCP AND ELEVATIONS 08.011 PAINTED THREE PANEL SLIDING WOOD DOOR 09.001 (R-1) RESILIENT RUBBER WALL BASE, SEE FINISH SCHEDULE 09.006 (PT-1) WALL PAINT, EGGSHELL, SEE FINISH SCHEDULE 09.008 (PT-3) WALL PAINT, RED, SEE FINISH SCHEDULE 09.014 (FWP-1) FABRIC WRAP ACOUSTICAL PANEL -GREY, SEE FINISH SCHEDULE 09.015 (FWP-2) FABRIC WRAP ACOUSTICAL PANEL -RED, SEE FINISH SCHEDULE 10.012 BACK PAINTED GLASS MAGNETIC MARKER BOARD MOUNTED WITH STAND-OFFS 10.013 CUT MARKER BOARD AS REQUIRED FOR VIDEO MONITOR MOUNT TO ALLOW MARKER BOARDS TO BE CONTINUOUS BEHIND 27.001 VIDEO DISPLAY MONITOR AND WALL MOUNT, SEE T-SERIES DRAWINGS FOR SIZE LEGEND SMALL CLASSROOM- WEST ELEVATION RE: D1/ A-1-121 E13 1/4" = 1'-0" 101 SMALL CLASSROOM- NORTH RE: D1/A-1-121 E4 1/4" = 1'-0" (08.006 (09.014 (09.006 09.001 09.006 En ao • • (08.006 (08.006 09.006 10.012 7( 09.001 o GLAZING (08.003) ► KEYNOTE N M L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I0th Street, Suite 201 Oakland. CA 94607 Contractor OVERAAt Construction Drawing Title ENLARGED PLAN & INTERIOR ELEVATION - CLASSROOMS Drawing No. A-1-403 A SMALL CLASSROOM- SOUTH ELEVATION RE: D1/A-1-121 A13 1/4" = 1'-0" SMALL CLASSROOM- EAST ELEVATION RE: D1/A-1-121 A4 1/4" = 1'-0" SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 101 21 20 19 18 17 16 15 14 13 12 11 10 3 sSED RUCTURE • • 7 7 006) 1■■■■■ 1■■■MEN I 11111111111111 1■■■■■ 1■■■MEN I 11111111111111 1■■■■■ 1■■■MEN I P I I c 1 / 11.013 09.001) ( 08.013 26.004 09.007 11.022 (11.014) 05.002 (06.016 E '• ED STRUC L' 4'-0" 11.013 (71:7) 09.001 GENERAL NOTES RESTROOMS TO HAVE THE FOLLOWING ACCESSORIES TO BE AUTOMATIC/TOUCHLESS: TOILET FLUSHOMETER, SINK FAUCET, SINK SOAP DISPENSER. SEE A-021 FOR BUILDING SIGNAGE INFORMATION SEE A-1-931 FOR INTERIOR FINISH LEGEND, ROOM FINISH SCHEDULE, & CASEWORK & COUNTERTOP FINISH SCHEDULE SEE A-1-921 FOR DOOR SCHEDULE & DETAIL REFERENCES SEE A-1-931 FOR FLOOR FINISH PLAN CLIENT R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P KEYNOTE TURNOUT ROOM - EAST ELEVATION RE: A4/ A-1-404 M11 1/4" = 1'-0" TURNOUT ROOM - WEST ELEVATION RE: A4/ A-1-404 M4 1/4" = 1'-0" ( 26.004 (09.007 11.022 EXPOSE STRUCTURE 023) (09.001 c %%; 09.007 08.013 11.013 09.001 09.007 EXPOSED STRUCTURE (05.006) L<11.013) c 09.007 26.004 TURNOUT ROOM - WASHER/DRYER - SOUTH ELEVATION RE: A4/ A-1-404 F16 1/4" = 1'-0" TURNOUT ROOM - SOUTH ELEVATION RE: A4/ A-1-404 F11 1/4" = 1'-0" (09.007 L EXPO STRUC ED URE // // // 09.007 -(11.013) 05.006 05.006 M4 11.013 All F11 M11 TURNOUT ROOM 1-108 A-1-404 F16 EXTRACTOR DRYER 11.023) (11.022 pROJE01 11 NOR1H 05.002 (SS-2) STAINLESS STEEL COUNTERTOP, BRUSHED SATIN, SEE FINISH SCHEDULE 05.006 METAL FRAME SUPPORT FOR SHELVES, SSD 06.007 06.016 (LMT-2) PLASTIC LAMINATE - KENSINGTON MAPLE, SEE FINISH SCHEDULE 08.013 PAINTED FLUSH DOOR, SEE DOOR SCHEDULE 09.001 (R-1) RESILIENT RUBBER WALL BASE, SEE FINISH SCHEDULE 09.007 (PT-2) WALL PAINT, SEMI -GLOSS, SEE FINISH SCHEDULE 11.013 WALL -MOUNTED GEAR GRID TYPE TURN OUT LOCKERS; WITH 110V DUPLEX RECEPTACLE AT TOP SHELF TYP 11.014 RADIO CHARGING STATION, COUNTER MOUNT. VERIFY QUANTITY WITH OWNER 11.022 LARGE HEAVY DUTY DRYER, AND EXTRACTOR. PROVIDE HOUSEKEEPING PAD AND ANCHORS PER MANUFACTURERS RECOMMENDATIONS AND DETAILS. 11.023 WALL MOUNT WATER HEATER 11.963 12.005 PLASTIC LAMINATE COUNTERTOP 26.004 LINEAR PENDANT LIGHTING TYP., S.E.D. LEGEND GLAZING 08.003) ► KEYNOTE N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title ENLARGED PLAN & INTERIOR ELEVATIONS - TURNOUT ROOM Drawing No. A-1-404 A TURNOUT ROOM - NORTH ELEVATION RE: A4/ A-1-404 All 1/4" = 1'-0" ENLARGED TURNOUT ROOM PLAN - CLASSROOM BUILDING RE: D1/ A-1-121 A4 1/4" = 1'-0" SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 3 XPOSED STRUCTURE (08.032 // // // 06.002 09.007 09.001 06.002 (09.007 (05.006 EXPOSED STRUCTURE %%A (27.001) co • 09.001 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 022) GENERAL NOTES RESTROOMS TO HAVE THE FOLLOWING ACCESSORIES TO BE AUTOMATIC/TOUCHLESS: TOILET FLUSHOMETER, SINK FAUCET, SINK SOAP DISPENSER. SEE A-021 FOR BUILDING SIGNAGE INFORMATION SEE A-1-931 FOR INTERIOR FINISH LEGEND, ROOM FINISH SCHEDULE, & CASEWORK & COUNTERTOP FINISH SCHEDULE SEE A-1-921 FOR DOOR SCHEDULE & DETAIL REFERENCES SEE A-1-931 FOR FLOOR FINISH PLAN CLIENT R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P FITNESS ROOM- EAST ELEVATION RE: A4/ A-1-406 N12 1/4" = 1'-0" FITNESS ROOM- WEST ELEVATION N4 KEYNOTE 1/4" = 1'-0" 08.006 r` // // // // // // // (08.005 16'-0" 09.007 08.004 09.001 FITNESS ROOM- NORTH ELEVATION G14 1/4" = 1'-0" (09.007 ( 09.001 1 II 11 11 11 11 1 a u 1� (10.022 ( 05.006 16" C = � 7 H n IF` / 08.032 05.006 METAL FRAME SUPPORT FOR SHELVES, SSD 06.007 06.002 (X-2) EXPOSED STRUCTURE AND MECHANICAL SYSTEMS - ACOUSTICAL SPRAY, SEE FINISH SCHEDULE 08.004 PRE -FINISHED ALUMINUM FRAME STOREFRONT DOOR WITH CLEAR GLAZING 08.005 ALUMINUM FRAME "NANAWALL" FOLDING CLASS PARTITION SYSTEM WITH CLEAR GLAZING, TYPICAL 08.006 ALUMINUM FRAME CLERESTORY WINDOWS ABOVE, SEE RCP AND ELEVATIONS 08.032 PAINTED ROLL -UP INSULATED GLASS SECTIONAL DOOR 12' W X 10'H 09.001 (R-1) RESILIENT RUBBER WALL BASE, SEE FINISH SCHEDULE 09.007 (PT-2) WALL PAINT, SEMI -GLOSS, SEE FINISH SCHEDULE 10.022 WALL MOUNTED TEMPERED GLASS MIRROR SYSTEM, 36" TYP. WIDTH 27.001 VIDEO DISPLAY MONITOR AND WALL MOUNT, SEE T-SERIES DRAWINGS FOR SIZE LEGEND GLAZING 08.003) ► KEYNOTE N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title ENLARGED PLAN & INTERIOR ELEVATION - EXCERCISE ROOM Drawing No. A-1-405 A FITNESS ROOM- SOUTH ELEVATION A14 1/4" = 1'-0" ENLARGED PLAN - EXCERCISE RM RE: D1/A-1-121 A4 1/4" = 1'-0" SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R GENERAL NOTES CLIENT p R R ` Vfcts V 7� 1. RESTROOMS TO HAVE THE FOLLOWING ACCESSORIES TO BE AUTOMATIC/TOUCHLESS: TOILET FLUSHOMETER, SINK FAUCET, SINK SOAP DISPENSER. 2. SEE A-021 FOR BUILDING SIGNAGE INFORMATION 3. SEE A-1-931 FOR INTERIOR FINISH LEGEND, ROOM FINISH SCHEDULE, & CASEWORK & COUNTERTOP FINISH SCHEDULECI: 4. SEE A-1-921 FOR DOOR SCHEDULE & DETAIL REFERENCES 5. SEE A-1-931 FOR FLOOR FINISH PLAN M,,< Gibbli Q OF Pit,tiA ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAN D, CA 94612 P O 0 N N KEYNOTE 05.011 PAINTED STEEL COLUMN, S.S.D. 22 31 STORAGE HEAT PUMP ELECTRIC WATER HEATER, S.P.D. 23.034 TEMPERATURE CONTROL PANEL, S.M.D. 23.061 CONDENSING UNIT, S.M.D. 23.062 EVAPORATOR DISCHARGE, S.M.D. 1 gi M M L 1.D — CORRIDOR B K 1-103B J J T 17 7 C■ TELECOM/SERVER 1 CLOSET H H 1-110 r I I eeeeeeeeeeeeeeeeee•• I eeeeeeeeeeeeeeeeee••1 L J i WALL OT MOUNT BIKE RACKS G G 23.061 (FOR MORE INFORMATION S.L.V.D.) —_ _— z 1 LEGEND // GLAZING F F 7 P. NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects 08.003) KEYNOTE LEV ATS2 ATS1 E H D GENERATOR Revision Number DATE ISSUE DESCRIPTION T E 10/02/2024 50% DESIGN DEVELOPMENT TX2 L ioE L ELEC. MAIN PANEL BUS ROOM L 1-113 (FOR MORE IHLA 1HDA D D INFORMATION S.E.D.) — Project ALAMEDA FIRE GLEASON CENTER TRAINING 9 DRIVE, 4568C COUNTY DUBLIN, CA • T TX1 COVERED UTILITY TCPYARD �23.034� EHL 1-115 23.062 � k‘5053 C 1 L RA h - -1 mi. h L C P 1 MAIN SWITCH AH rchitect of Record S KAWASAKI H A H Contractor 1 LRB L C BOARD MECH.ROOM FACP 1-114 B B [all 05.011 ARCHITECTS 570 I0th Oakland. Street, CA Suite 94607 201 Ouu&S Construction L L D l 1.D I PRaEc1 NORTH AllP Drawing TENLARGED INTERIOR PLAN & ELEVATION UTILITY & OFFICE STORAGE A Drawing No. A.1 _4 0 6 ENLARGED PLANS - UTILITY ROOMS A4 SKA Project Number: 24702 RE: D 1 / A-1-121 1/2" - 1'-0" 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R GENERAL NOTES CLIENT p R R ` Vfcts V �� 1. RESTROOMS TO HAVE THE FOLLOWING ACCESSORIES TO BE AUTOMATIC/TOUCHLESS: TOILET FLUSHOMETER, SINK FAUCET, SINK SOAP DISPENSER. 2. SEE A-021 FOR BUILDING SIGNAGE INFORMATION 3. SEE A-1-931 FOR INTERIOR FINISH LEGEND, ROOM FINISH SCHEDULE, & CASEWORK & COUNTERTOP FINISH SCHEDULECI: 4. SEE A 1 921 FOR DOOR SCHEDULE & DETAIL REFERENCES 5. SEE A-1-931 FOR FLOOR FINISH PLAN GibillM,,,<( ^ Qf Q �09.007� 09.007 ) 09.007) l 09.007 ( J 7, OF 09.031 00.019 P ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P 1----. / 10.006 �10.006) (10.010-.. = (10.023 /' (10.030 (10.023 `\� N I • ( 10.030 (22.047 10.021 \m*/ r` • cam' 0 0 22.047 F Fl F Fl_ \ 34" \ 1 ` • (10.005 \/ 1;� M \ _ 09007 (09.031) (09.001) I 09.032) �09.032 t • • • • • • � • N N (10.007) (09.031 ) ( 09.032) (09.007) (09.001 ) KEYNOTE MALE SHOWER AREA - WEST ELEVATION N17 MALE SHOWER AREA - NORTH ELEVATION N13 MALE SHOWER AREA - EAST ELEVATION N8 MALE SHOWER AREA - SOUTH ELEVATION N4 09.001 (R-1) RESILIENT RUBBER WALL BASE, SEE FINISH SCHEDULE 09.007 (PT-2) WALL PAINT, SEMI -GLOSS, SEE FINISH SCHEDULE 09.031 WALL TILE (T-1), SEE FINISH SCHEDULE 09.032 TILE BASE (T-2), TYP. SEE FINISH SCHEDULE 10.005 ADA SHOWER SEAT 10.006 WALL MOUNTED PAPER TOWEL DISPENSER, WITH WASTE BIN 10.007 S.S. GRAB BAR. SEE ACCESSIBILITY STANDARDS FOR MOUNTING AND LENGTH REQUIREMENTS 10.019 RECTANGULAR MIRROR. SEE ACCESSIBILITY STANDARDS FOR MOUNTING REQUIREMENTS. SHIM @ UNEVEN WALL FINISH FOR PLUMB INSTALLATION & PROVIDE CONTINUOUS SEALANT AROUND PERIMETER 10.021 18" X 54" FULL LENGTH MIRROR WITH BOTTOM EDGE OF REFLECTIVE SURFACE LOCATED AT 20" MAX A.F.F. 10.023 WARM HAND DRYER 10.026 SURFACE -MOUNTED TOILET TISSUE DISPENSER 10.028 TRASH BIN 10.030 FIREPLACES AND STOVES 22.047 ACCESSIBLE SINK, WALL MOUNTED. S.P.D. AND SEE ACCESSIBILITY STANDARDS FOR MOUNTING REQUIREMENTS 22.049 URINAL, WALL MOUNTED. S.P.D. AND SEE ACCESSIBILITY STANDARDS FOR MOUNTING REQUIREMENTS WALL MOUNTED WATER ET, TYP. AND SEE ACCESSIBILITY 22.050 STANDARDS FOR S REQUIREMENTS RE: A4/ A-1-407 1/2" = 1'-0" RE: A4/ A-1-407 1/2" = 1'-0" RE: A4/ A-1-407 1/2" = 1'-0" RE: A4/ A-1-407 1/2" = 1'-0" M M L L • (09.007} ` (09.007) j z ` K K (09.031 (09.031 � I I I I I I 1 1 1 L - - -- _L _ - -- 0 [ i_ \ 0 o J J 10.006) ( 10.005 H H \ , , (10.028) (10.006) 10.023 �� _i - 10.023 09.032 ( ) i o-- i • (09.032) / \ / N13 LOCKER ROOM -(MALE)- �� (-° / \ �� G� G c3' ° �--� 22.047 N17 A-1-407 N8 - 1-112A o \ o 1 y (10.030) �L N4 �� 10.019) LOCKER ROOM (MALE) 22.047 MALE ACCESSIBLE SHOWER - EAST G17 MALE ACCESSIBLE SHOWER - NORTH G13 1-112 LEGEND ®-® C10.021 / - \ i RE: A4/ A-1-407 1/2" = 1'-0" RE: A4/ A-1-407 1/2" = 1'-0" // GLAZING (22.049 F F - VV A13 A-1-408 A4N 10.005) \ ► NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects 08.003) KEYNOTE J \ G13 I A17 A-1-407/ - / \\ / i i ii _ A-1-407 G17 - - - z Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT A13 / 7 (10.005 )-w- 1 U - - 10. 026 I l_ J D D Project ALAMEDA 5053 FIRE GLEASON CENTER TRAINING 94568 DRIVE, COUNTY DUBLIN, CA � !\ 09.007 ) (10.005 )_1 `% `A (22.050) 11 11 `--- 10007 • (10.007 •� -I-- T� C n J 1.B Architect of Record SHAH KAWASAKI Contractor PROJECT NOR TN (10.007 • ) O o B B 10.005 AR 570 � I0th Oakland. H Street, ITE CA � TOVER• Suite 94607 � 201 • t�tl0rf = r� \\ (09.031 Drawing Title ENLARGED PLAN & INTERIOR ELEVATION - MALE LOCKER ROOM (i 09.032 A Drawing No. A.1 _407 MALE ACCESSIBLE SHOWER - WEST Al MALE ACCESSIBLE SHOWER - SOUTH A13 ENLARGED MALE SHOWER AND RESTROOM A4 SKA Project Number: 24702 RE: A4/ A-1-407 1/2" = 1'-0" RE: A4/ A-1-407 1/2" = 1'-0" RE: D 1 / A-1-121 1/2" = 1'-0" 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 3 CLIENT a a a a a a a a o (06.042 09.007) (09.001 \ / a a a o / 06.042 II - II I GENERAL NOTES RESTROOMS TO HAVE THE FOLLOWING ACCESSORIES TO BE AUTOMATIC/TOUCHLESS: TOILET FLUSHOMETER, SINK FAUCET, SINK SOAP DISPENSER. SEE A-021 FOR BUILDING SIGNAGE INFORMATION SEE A-1-931 FOR INTERIOR FINISH LEGEND, ROOM FINISH SCHEDULE, & CASEWORK & COUNTERTOP FINISH SCHEDULE SEE A-1-921 FOR DOOR SCHEDULE & DETAIL REFERENCES SEE A-1-931 FOR FLOOR FINISH PLAN R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P MALE LOCKER ROOM 112 - NORTH ELEVATION RE: D1/A-1-121 N13 1/2" = 1'-0" MALE LOCKER ROOM 112 -SOUTH ELEVATION RE: D1/A-1-121 N4 KEYNOTE 1/2" = 1'-0" 06.042 09.007 09.007 (08.013 ) (09.007) (09.001 a a a a a a MALE LOCKER ROOM 112 - WEST ELEVATION RE: D1/ A-1-121 G13 1/2" = 1'-0" MALE LOCKER ROOM 112 - EAST ELEVATION RE: D1/A-1-121 G4 06.042 08.006 ALUMINUM FRAME CLERESTORY WINDOWS ABOVE, SEE RCP AND ELEVATIONS 08.013 PAINTED FLUSH DOOR, SEE DOOR SCHEDULE 09.001 (R-1) RESILIENT RUBBER WALL BASE, SEE FINISH SCHEDULE 09.007 (PT-2) WALL PAINT, SEMI -GLOSS, SEE FINISH SCHEDULE 09.031 WALL TILE (T-1), SEE FINISH SCHEDULE 09.032 TILE BASE (T-2), TYP. SEE FINISH SCHEDULE 10.006 WALL MOUNTED PAPER TOWEL DISPENSER, WITH WASTE BIN 10.007 S.S. GRAB BAR. SEE ACCESSIBILITY STANDARDS FOR MOUNTING AND LENGTH REQUIREMENTS 10.008 VERTICLE GRAB BAR. SEE ACCESSIBILITY STANDARDS FOR MOUNTING AND LENGTH REQUIREMENTS 10.019 RECTANGULAR MIRROR. SEE ACCESSIBILITY STANDARDS FOR MOUNTING REQUIREMENTS. SHIM @ UNEVEN WALL FINISH FOR PLUMB INSTALLATION & PROVIDE CONTINUOUS SEALANT AROUND PERIMETER 10.023 WARM HAND DRYER 10.024 TOILET PARTITION, SEE FINISH SCHEDULE 10.025 BUILT-IN URINAL PATITION 10.028 TRASH BIN 10.030 FIREPLACES AND STOVES 22.047 ACCESSIBLE SINK, WALL MOUNTED. S.P.D. AND SEE ACCESSIBILITY STANDARDS FOR MOUNTING REQUIREMENTS 22.049 URINAL, WALL MOUNTED. S.P.D. AND SEE ACCESSIBILITY STANDARDS FOR MOUNTING REQUIREMENTS 22.050 WALL MOUNTED WATER CLOSET, TYP. S.P.D. AND SEE ACCESSIBILITY STANDARDS FOR MOUNTING REQUIREMENTS 1/2" = 1'-0" LEGEND ( 08.006 ( 09.007 16'-91/2" 207" X1.111012,/ 64" 10.024 09.031 ALIGN 10.023) (10.028) (09.001 A (09.007 08.013 1-112A.1 10.019 10.025 (22.047) 10.030 10.006 )--� 0 09.001) (09.032) (09.031) (22.049) (10.024) (09.032) 09.007 10.008 10.007 22.050 GLAZING (08.003) ► KEYNOTE N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title ENLARGED PLAN & INTERIOR ELEVATION - MALE LOCKER ROOM Drawing No. A-1-408 A MALE RESTROOM - WEST ELEVATION RE: A4/ A-1-407 A13 1/2" = 1'-0" MALE RESTROOM - EAST ELEVATION RE: A4/ A-1-407 A4 1/2" = 1'-0" SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R GENERAL NOTES CLIENT R R ` Vfcts V C:.-1 1. RESTROOMS TO HAVE THE FOLLOWING ACCESSORIES TO BE AUTOMATIC/TOUCHLESS: TOILET FLUSHOMETER, SINK FAUCET, SINK SOAP DISPENSER. 2. SEE A-021 FOR BUILDING SIGNAGE INFORMATION . SEE A-1-931 FOR INTERIOR FINISH LEGEND, ROOM FINISH SCHEDULE, & CASEWORK & COUNTERTOP FINISH SCHEDULE 4. SEE A-1-921 FOR DOOR SCHEDULE & DETAIL REFERENCES 3111111 5. SEE A-1-931 FOR FLOOR FINISH PLAN — 3 4 _ _ _ _ M,,�r Q 4,- OF ,OVA -•- /// \ \ \ f 0 0° p\ ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAN D, CA 94612 P 10.023 (08.013) v o v °° / / Li u n n n,n / / O 0i 1 / / (10.028) / 06.042 )—Nk (09.007) / I �� /jjjjj/ /jj/i 09.001 �� W. N N KEYNOTE FEMALE LOCKER ROOM 111 - WEST ELEVATION N5 FEMALE LOCKER ROOM 111 - EAST ELEVATION N4 06.042 08.013 PAINTED FLUSH DOOR, SEE DOOR SCHEDULE 09.001 (R-1) RESILIENT RUBBER WALL BASE, SEE FINISH SCHEDULE 09.007 (PT-2) WALL PAINT, SEMI -GLOSS, SEE FINISH SCHEDULE 09.032 TILE BASE (T-2), TYP. SEE FINISH SCHEDULE 10.006 WALL MOUNTED PAPER TOWEL DISPENSER, WITH WASTE BIN 10.007 S.S. GRAB BAR. SEE ACCESSIBILITY STANDARDS FOR MOUNTING AND LENGTH REQUIREMENTS 10.023 WARM HAND DRYER 10.028 TRASH BIN 22.050 WALL MOUNTED WATER CLOSET, TYP. S.P.D. AND SEE ACCESSIBILITY STANDARDS FOR MOUNTING REQUIREMENTS RE: A4/ A-1-409 1/2" = 1'-0" RE: A4/ A-1-409 1/2" = 1'-0" M M 1 1 .6 A-1-411 J16 L L K K J �10.006) n C 10.028 10.023) A13 H H -- o A 1 409 A17 10.028 ( 10.023 %�� nlnn °-p ° LOCKER ROOM (FEMALE) 7 7 09.032 09.001 T ______--Y ° 1-111 G G G17 C LEGEND FEMALE LOCKER ROOM 111 - NORTH ELEVATION G17 FEMALE LOCKER ROOM 111 - SOUTH ELEVATION G5 N5 A-1-409/N4 \/ G5 H r— 71— 7r 1 1 � / GLAZING RE: A4/ A-1-409 1/2" = 1'-0" RE: A4/ A-1-409 1/2" = 1'-0" F ► NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects 08.003") KEYNOTE Revision Number DATE ISSUE DESCRIPTION E E 10/02/2024 50% DESIGN DEVELOPMENT 1 1 1 MIC61 N4 D D A N17 A-1-410 N8 Project ALAMEDA 5053 FIRE GLEASON CENTER TRAINING 94568 DRIVE, COUNTY DUBLIN, CA N12 1.B � 22.050� C C 16 PROJECT NoRTN (10.007) U Architect of Record SHAH KAWASAKI Contractor ] ' -� (22.050 _ —.Iri. o 09.007 I 22.050 d k B B g � M M ARCHITECTS 570 I Oth Oakland, Street, CA Suite 94607 201 OVERA.& Construction FlIMEWAWIlk 'ill '� i 09.032 �� ( 09.032) r Drawing Title ENLARGED PLAN & INTERIOR ELEVATION - WOMEN'S LOCKER ROOM A Drawing No. A.1 _4 0 9 FEMALE RESTROOM - EAST ELEVATION Al 7 FEMALE RESTROOM - NORTH ELEVATION Al 3 ENLARGED MEN & WOMEN LOCKER/RESTROOM A4 SKA Project Number: 24702 RE: D 1 / A-1-121 1/2" = 1'-0" RE: A4/ A-1-409 1/2" = 1'-0" RE: A4/ A-1-409 1/2" = 1'-0" 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 3 CLIENT LL O i GENERAL NOTES RESTROOMS TO HAVE THE FOLLOWING ACCESSORIES TO BE AUTOMATIC/TOUCHLESS: TOILET FLUSHOMETER, SINK FAUCET, SINK SOAP DISPENSER. SEE A-021 FOR BUILDING SIGNAGE INFORMATION SEE A-1-931 FOR INTERIOR FINISH LEGEND, ROOM FINISH SCHEDULE, & CASEWORK & COUNTERTOP FINISH SCHEDULE SEE A-1-921 FOR DOOR SCHEDULE & DETAIL REFERENCES SEE A-1-931 FOR FLOOR FINISH PLAN R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P FEMALE LOCKER ROOM - WEST ELEVATION RE: A4/ A-1-409 N17 1/2" = 1'-0" FEMALE LOCKER ROOM - SOUTH ELEVATION RE: A4/ A-1-409 N12 1/2" = 1'-0 FEMALE LOCKER ROOM - EAST ELEVATION RE: A4/ A-1-409 N8 1/2" = 1'-0" FEMALE LOCKER ROOM - NORTH ELEVATION RE: A4/ A-1-409 N4 KEYNOTE 1/2" = 1'-0" r V / nnl I 10.051 ALL GENDER LOCKER ROOM - NORTH ELEVATION RE: A4/ A-1-404 H14 1/2" = 1'-0" ALL GENDER LOCKER RM - EAST ELEV RE: A4/ A-1-410 H9 1/2" = 1'-0" ALL GENDER LOCKER RM - WEST ELEV RE: A4/ A-1-410 H4 1/2" = 1'-0" 0 0 0 0 0 \ v \ \ \// // \ , 1.D 1 H A17 SIM A13 A-1-4091 �x 10.025) 1'-81/4" CLR H4 H14 A14 H9 N4 N8 N17 0 H L J pROJECT NORTN 10.023 WARM HAND DRYER 10.051 METAL LOCKERS WITH SOFT -CLOSER HARDWARE; WITH 110V DUPLEX RECEPTACLE POWER ON TOP SHELF TYP; 5% BUT NOT LESS THAN ONE (1) TO BE ACCESSIBLE PER CBC 11B-222.1 x10.025 SURFACE -MOUNTED COMBINATION PAPER TOWEL AND WASTE DISPOSAL UNIT, SEE ACCESSIBILITY STANDARDS FOR MOUNTING REQUIREMENTS. SHIM AT UNEVEN WALL FINISHES FOR PLUMB INSTALLATION & PROVIDE CONTINUOUS SEALANT AROUND PERIMETER LEGEND GLAZING 08.003) ► KEYNOTE N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title ENLARGED PLAN & INTERIOR ELEVATION - ALL GENDER ROOM Drawing No. A-1-410 A ALL GENDER LOCKER ROOM - SOUTH ELEVATION RE: A4/ A-1-404 A14 1/2" = 1'-0" ENLARGED PLANS - ALL GENDER ROOM RE: D1/A-1-121 A4 1/2" = 1'-0" SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R GENERAL NOTES CLIENT p R R ` Victs V �� 1. RESTROOMS TO HAVE THE FOLLOWING ACCESSORIES TO BE AUTOMATIC/TOUCHLESS: TOILET FLUSHOMETER, SINK FAUCET, SINK SOAP DISPENSER. 2. SEE A-021 FOR BUILDING SIGNAGE INFORMATION 3. SEE A-1-931 FOR INTERIOR FINISH LEGEND, ROOM FINISH SCHEDULE, & CASEWORK & COUNTERTOP FINISH SCHEDULE 4. SEE A-1-921 FOR DOOR SCHEDULE & DETAIL REFERENCES 5. SEE A-1-931 FOR FLOOR FINISH PLANq M,,,<r Q ` Q Q OF ,OVA ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAN D, CA 94612 P - - - O 0 N N KEYNOTE M M L L c= -> K K J JANITOR CLOSET - EAST ELEVATION J4 DRINKING FOUNTAIN J 16 RE: A4/ A-1-411 1 /2" = 1'-0" RE: A4/ A-1-406 1/2" =11-0" H 1 11 1.4 H G G \ \ LEGEND / GLAZING F F / — JANITOR CLOSET/0\ Tr e_, c ID \ 1-105 l ► NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. ©2024 Shah Kawasaki Architects (08.003) KEYNOTE J - , 0 0 / A-1-411 J4 1 1 I 1 I I I I / U Revision Number DATE ISSUE DESCRIPTION E E 10/02/2024 50% DESIGN DEVELOPMENT //W PUBLIC RESTROOM - EAST ELEVATION F16 PUBLIC RESTROOM - WEST ELEVATION E 1 1 J II RE: A4/ A-1-411 1/2" = 11-0" RE: A4/ A-1-411 1/2" = 11-0" D II L J D ! i i \1 ° - Project ALAMEDA 5053 FIRE GLEASON CENTER TRAINING 94568 DRIVE, COUNTY DUBLIN, CA L A11 „ ✓, , , PUBLIC RES � � M -- C71 C 1-104 Ell A-1-411F16 ^i— ®D A16 _ Architect of Record SHAH KAWASAKI Contractor ,,� , - - B ARCHITECTS 570 10th Oakland. Street, CA Suite 94607 201 • RAC Construction ,r,_ I J PROJECT NORTH 1 . D C \ Drawing Title ENLARGED PLAN & INTERIOR ELEVATION - PUBLIC & JANITOR RM -I= o \o d k k _ � A No. A-1-411 IDrawing PUBLIC RESTROOM - SOUTH ELEVATION Al 6 PUBLIC RESTROOM - NORTH ELEVATION Al 1 ENLARGED PLANS - PUBLIC RESTROOM & JANITOR RM A4 SKA Project Number: 24702 RE: A4/ A-1-411 1/2" = 11-0" RE: A4/ A-1-411 1/2" = 11-0" RE: D 1 / A-1-121 1/2" = 1'-0" 21 20 19 18 17 16 15 - 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 STANDING SEAM METAL ROOF SYSTEM (R-1) 2x12 TOP CHORD TRUSS EAVE EXTENSION, SSD * 1-ROOF 13'-0" PRE -FINISHED 18GA GSM GUTTER TO MATCH R-1 SUSPENDED 2X FRAMING TO SUPPORT SOFFIT AS REQ'D HAT CHANNELS @ 12" 0.C. PRE -FINISHED METAL SOFFIT PREFINISHED RAINWATER LEADER 21 20 20 19 19 18 18 17 16 PV PANELS 0/RACKING WITH CLIPS TO ROOF STANDING SEAMS, TYP METAL SOFFIT 3-COAT STUCCO 0/SELF- FURRING LATH (CP-1) WRB STUCCO CASING BEAD 15 14 13 PREFINISHED METAL COPING CAP, CONTINUOUS CLEAT SPRING LOCK, FINISH TO MATCH METAL PANELS ALUMINUM COMPOSITE METAL PANEL SYSTEM 0/1 1/2" CON'T INSULATION (MP-2) 12 WEATHER RESISTANT BARRIER (WRB) PVC SINGLE PLY ROOFING SYSTEM 0/BONDING ADHESIVE, 0/PROTECTION BOARD, 0/TAPERED INSULATION, TYP 3/4" PLYWOOD DECK, SSD 6X10 BEAM, SSD 1 3/4" X 16 LVL @ 24" OC ROOF FRAMING, SSD EXTERIOR SHEAR PLYWOOD SHEATHING, SSD ENLARGED WALL SECTION AT CLASSROOM TOWER ROOF CONTINUOUS HEAD FLASHING W/END DAMS @ JAMS BACKER ROD AND SEALANT SELF ADHERED FLEXIBLE FLASHING ALUMINUM STOREFRONT WINDOW w/ 1" INSULATED GLAZING UNITS GYPSUM CEILING, CONTINUOUS SLOPE ALONG WINDOWS • • • i • . . 17 • • i i i . TMI . . • - . . • • i i • • SUSPENDED INTERIOR GYPSUM CEILING RE: A8/ A-1-311 ENLARGED WALL SECTION 2 WEST - FRONT WALL RIBBON WINDOW HEAD 16 15 14 13 RE: A9/ A-1-312 Al2 1 1/2" = 1'-0 12 11 11 10 HIGH -TEMP ROOFING UNDERLAYMENT,LAP 0/VERT. WRB GSM STANDING SEAM METAL ROOFING (R-1) GUTTER STRAP @ EVERY OTHER RIB, TYP ALUMINUM CASING WEEP BEAD 18 GA GSM GUTTER, COLOR TO MATCH ROOFING (R-1), TYP 1/2" EXTERIOR PLYWOOD SHEATHING 1-1/2" RIGID CONT' INSULATION (MIN R=7) FASTEN DRAINAGE & VENTILATION MAT PER MFR REQUIREMENTS DOWNSPOUT BEYOND, SEE EXT. ELEVATIONS WEATHER -RESISTANT BARRIER (WRB) SHOWN DASHED,TYP. 7/8" CEMENT PLASTER, 0/LATH, 0/1/8" DRAINAGE MAT (CP-1) 1/2" EXTERIOR PLYWOOD SHEATHING 2X6 WOOD FRAMING, SSD 1-1/2" RIGID CONT' INSULATION (MIN R=7) FASTEN DRAINAGE & VENTILATION MAT PER MFR REQUIREMENTS WEATHER -RESISTANT BARRIER (WRB) SHOWN DASHED,TYP. LAP OVER FLASHING SAF, LAP UNDER GSM SILL FLASHING, TYP 7/8" CEMENT PLASTER, 0/LATH, 0/1/8" DRAINAGE MAT (CP-1) ALUMINUM CASING WEEP BEAD 18 GA GSM SILL FLASHING (EP-1) SLOPE TO DRAIN, SET OVER BED OF MASTIC SEE A6/A-1-802 FOR BELOW GRADE WATERPROOGING FINISH AS REQ'D, SCD 10 9 WHITE VAPOR BARRIER @ UNDERSIDE OF ROOF BATT INSUL, LAP/SEAL TO WALL VAPOR BARRIER EXPOSED & PTD WD. TRUSS, SSD SUSPENDED CEILING WO, SEE RCP 5/8" GWB. FINISH AS SCHED. VAPOR BARRIER, SHOWN DASHED, TYP. 6" BATT INSULATION (MIN. R=21) 2X6 WOOD FRAMING, SSD CEMENT PLASTER WALL EAVE RE: A8/ A-1-313 6" BATT INSULATION (MIN. R= 21) 5/8" GWB. FINISH AS SCHED. VAPOR BARRIER, SHOWN DASHED, TYP. WATER STOP CONCRETE CURB, SSD 1X PT NAILER, TYP. WALL BASE AS SCHED. 3/8" JOINT W/SEALANT & BACKER ROD, TYP. d° CEMENT PLASTER WALL BASE 8 7 RE: A8/ A-1-313 6 A6 3" = 1'-0" THERMALLY BROKEN STOREFRONT WINDOW BASIS OF DESIGN: KAWNEER 601T PREFINISHED METAL JAMB, FINISH TO MATCH STOREFRONT FINISH EXTERIOR PREFINISHED SILL PAN w/END AND BACK DAMS, COLOR TO MATCH METAL PANEL FINISH ®WINDOW SILL BOTTOM 8'-0" AFF LAP SILL FLASHING OVER METAL PANEL RAINSCREEN SELF -ADHERED MEMBRANE FLASHING WEATHER RESISTANT BARRIER (WRB) RIGID INSULATION ALUMINUM COMPOSITE METAL PANEL (MP-2) EXTERIOR INTERIOR WINDOW SILL / RAINSCREEN PANEL DETAIL FASTEN DRAINAGE & VENTILATION MAT PER MFR REQUIREMENTS 1-1/2" RIGID CONT' INSULATION (MIN R=7) 7/8" CEMENT PLASTER, 0/LATH, 0/1/8" DRAINAGE MAT (CP-1) ALUMINUM CASING WEEP BEAD COIL COATED 18GA GSM DRIP FLASHING, MATCH METAL PANEL ®STUCCO BOTTOM 8'-0" AFF 1/4" SHIMS, TYP 1-1/2" 16GA GALV. Z-GIRT @ 16"0.C. MIN 9" MIN. STRIP OF SAF AT ALL FASTENER PENETRATIONS, TRANSITIONS, TYP WEATHER -RESISTANT BARRIER (WRB) SHOWN DASHED,TYP. 1/2" EXTERIOR PLYWOOD SHEATHING 2X6 WOOD FRAMING, SSD ALUMINUM COMPOSITE METAL PANEL (MP-2) 1/2" EXTERIOR PLYWOOD SHEATHING 2X6 WOOD FRAMING, SSD 1-1/2" RIGID CONT' INSULATION (MIN R-7) ALUMINUM COMPOSITE METAL PANEL (MP-2) WEATHER -RESISTANT BARRIER (WRB) SHOWN DASHED,TYP. LAP OVER FLASHING SAF, LAP UNDER GSM SILL FLASHING, TYP COMPOSITE METAL PANEL SILL JOINT/CLIP ASSEMBLY (ELWARD), ON SHIM 18 GA GSM SILL FLASHING (EP-1) SLOPE TO DRAIN, SET OVER BED OF MASTIC SEE A6/A-1-802 FOR BELOW GRADE WATERPROOGING FINISH AS REQ'D, SCD 5 RE: Al2/A-1-801 INTERIOR LAP WRB 0/GSM FLASHING, SAF 6" BATT INSULATION (MIN. R=21) 5/8" GWB. FINISH AS SCHED. VAPOR BARRIER, SHOWN DASHED, TYP. STUCCO WALL / RAINSCREEN PANEL DETAIL 4 3 RE: G12/ A-1-301 6" BATT INSULATION (MIN. R= 21) 5/8" GWB. FINISH AS SCHED. VAPOR BARRIER, SHOWN DASHED, TYP. WATER STOP CONCRETE CURB, SSD 1X PT NAILER, TYP. WALL BASE AS SCHED. 3/8" JOINT W/SEALANT & BACKER ROD, TYP. METAL PANEL WALL BASE 2 RE: A9/ A-1-312 Al 3" = 1'-0" 1 Contractor OVERAii Construction Drawing Title EXTERIOR DETAILS Drawing No. R Q P O N M L K J H G D A-1-801 A CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number Project DATE 10/02/2024 ISSUE DESCRIPTION 50% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I0th Street, Suite 201 Oakland. CA 94607 SKA Project Number: 24702 NOT FOR CONSTRUCTION 21 LOBBY TOWER BEYOND SEAM CAP TURNED DOWN IN FIELD HIGH -TEMP ROOFING UNDERLAYMENT CONCEALED ROOFING PANEL CLIP CUT & FORM STANDING SEAM MAINTAINING CONTINUOUS DOWNTURN APPEARANCE SEAM CAP TURNED DOWN IN FIELD 4 1-ROOF 13'-0" CONCEALED ROOFING PANEL CLIP 2X12 EXTENDED TRUSS TOP CHORD, SSD 3/4" EXTERIOR GRADE PLYWOOD SHEATHING, SSD WEATHER -RESISTANT BARRIER (WRB) SHOWN DASHED, TYP 2x6 WD STUDS FASTENED TO ROOF JOISTS 3/4" EXTERIOR GRADE PLYWOOD SHEATHING, SSD 20 19 18 17 2X SUSPENDED CEILING FRAMING PREFINISHED INTERLOCKING METAL SOFFIT PANEL 7/8" CEMENT PLASTER, 0/LATH, 0/1/8" DRAINAGE MAT ROOF WATERFALL KNEE @ STANDING SEAM ROOF EDGE RE: A16/ A-1-312 3/4" EXTERIOR GRADE PLYWOOD SHEATHING, SSD STANDING SEAM METAL ROOFING, INSTALLED VERTICALLY, TYP 2x6 WD STUDS AND 3X SILL PLATE ANCHORED TO CURB WEATHER -RESISTANT BARRIER (WRB) SHOWN DASHED,TYP. LAP OVER FLASHING CONCEALED ROOFING PANEL CLIP SAF, LAP UNDER GSM SILL FLASHING, TYP 18 GA GSM SILL FLASHING (EP-1) SLOPE TO DRAIN, SET OVER BED OF MASTIC FINISH AS REQ'D, SCD 21 rg III a as 45bE6 %' %: gm f%Irolls:‘ ' ,► 7/8" CEMENT PLASTER, 0/LATH 0/1/8" DRAINAGE MAT (CP-1) FASTEN DRAINAGE & VENTILATION MAT PER MFR. REQUIREMENTS WEATHER -RESISTANT BARRIER (WRB) SHOWN DASHED,TYP. LAP OVER FLASHING 3/4" EXTERIOR GRADE PLYWOOD SHEATHING SAF, LAP UNDER GSM SILL FLASHING, TYP ALUMINUM CASING WEEP BEAD 18 GA GSM SILL FLASHING (EP-1) SLOPE TO DRAIN, SET OVER BED OF MASTIC WATERFALL STANDING SEAM ROOF BASE OF WALL 20 19 18 RE: A16/ A-1-312 17 c 3" = 1'-0" 16 16 15 ACM METAL PANELS (MP-2) SLOPE B.O. PUNCHED OPENING 1/4" PER FT TOWARDS ROOF STANDING SEAM METAL ROOF (R-1) HOLD -OFF B.O. METAL PANEL 8" ABOVE ROOF FOR FLASHING EXTERIOR F.O. FINISH, SHOWN DASHED, VARIES, ALIGN W/SLAB EDGE, TYP. WRB, SHOWN DASHED, TYP. SAF, SHOWN DASHED, TYP. SEALANT OR MASTIC; TYP. 18 GA. GSM SILL FLASHING, SLOPED TO DRAIN, EP-1 FINISH, TYP. F.O. SLAB ALIGNS W/F.O. FINISH, VARIES, TYP. SEALANT 01COMPRESSIBLE FILLER, 01FIBERBOARD, TYP. FINISH AS REQ'D, SLD/SCD CONC. FOUNDATION, SSD 1/4" PROTECTION BOARD: 1/4" PROTECTION COURSE BY W.R. MEADOWS OR EQ., TYP. 1/2" PT PLYWOOD, TYP. LAP BITUTHENE 4000 UNDER BELOW SLAB VAPOR BARRIER SYSTEM 14 VARIES DETAIL 1: TYP. BELOW GRADE WATERPROOFING @ SOLID WALL 15 14 13 13 12 11 EXTERIOR ALUM. STOREFRONT SYSTEM OR ALUM. DOOR AS SCHEDULED 1/2" JOINT W/ SEALANT & BACKER ROD, TYP SAF LAP OVER WP MEMBRANE, SHOWN DASHED, TYP. 18 GA. GSM SILL FLASHING, EP-1 FINISH, TYP. SEALANT 01COMPRESSIBLE FILLER, 01FIBERBOARD, TYP. FINISH AS REQ'D, SLD/SCD BITUTHENE 4000 WP MEMBRANE.; TYP. SEE DETAIL 1 FOR ADDITIONAL INFORMATION BELOW GRADE 10 DETAIL 2: TYP. BELOW GRADE WATERPROOFING @ STOREFRONT & NOTCHED SLAB 12 11 10 9 DEEP PUNCHED WINDOW ELEVATION RE: A1/A-1-311 EXTERIOR HM DOOR AS SCHEDULED SAF LAP OVER WP MEMBRANE, SHOWN DASHED, TYP. 18 GA. GSM SILL FLASHING, EP-1 FINISH, TYP. SEALANT 01COMPRESSIBLE FILLER, 01FIBERBOARD, TYP. FINISH AS REQ'D, SLD/SCD BITUTHENE 4000 WP MEMBRANE, TYP. //////// SEE DETAIL 1 FOR ADDITIONAL INFORMATION BELOW GRADE DETAIL 3: TYP. BELOW GRADE WATERPROOFING @ HM DOOR & NOTCHED SLAB BELOW GRADE WATERPROOFING 8 7 6 RECESSED LINEAR LIGHTING, SEE RCP SLOPED FRAMING (SISTER FASTEN TO FLAT FRAMING) CEMENT STER WALL BEYOND ALUM. STo REFRONT, SEE SCHEDULE DEEP SILL SLOPED IN 2 DIRECTIONS: 1-SLOPE MATCHING STANDING SEAM N/S ROOF SLOPE. 2-SLOPE 1/4" PER FT. AWAY FROM WINDOW TOWARDS ROOF IN E/W DIRECTION. STANDING ACM PANE RAKE FLA SEAM (R-1) BEYOND SYSTEM (MP-2) HING sesAss wm:wm SECTION THRU DEEP SILL PUNCHED WINDOW (OPP. HAND SIM.) RE: Al / A-1-802 5 4 1/4"/FT SLOPE 3-COAT STUCCO FULL/DEEP METAL SILL PAN o/EXTERIOR SHEATHING SILL FRAMING DEEP PUNCHED WINDOW PLAN SECTION 3 2 RE: A4/ A-2-201 1 3/4" = 1'-0" Contractor OVERAAt Construction Drawing Title EXTERIOR DETAILS Drawing No. R P O N M L K J H G D A-1-802 A CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number Project DATE 10/02/2024 ISSUE DESCRIPTION 50% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I0th Street, Suite 201 Oakland, CA 94607 SKA Project Number: 24702 NOT FOR CONSTRUCTION 111 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R 1.D 2 CLIENT R caVicts i 0 GSM RIDGE FLASHING T GiltM,.< Q METAL ROOFING PANEL CLIP SHOWN DASHED, TYP. FIX PANEL END @THIS LOCATION � STANDING SEAM ROOFING ROOFING PANEL CLIP SHOWN DASHED, TYP. \ -� (R-1), TYP.%y SEAM CAP. INSTALLER TO TURN DOWN CAPS IN FIELD,_____::: TYP. u••�'' ss;; -_-.(cc "_f.t --- e.--,,-==---- -rrrrr_ --- ®----- ���_ P ALAMEDA COUNTY p GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE 10TH FLOOR OAKLAND CA 94612 ''EAVE P ffi�-., — PLYWOOD ROOF DECK, SSD (2) ROWS OF NON -CURING BUTYL SEALANT APPLIED �, mo �= Ili BETWEEN VERTICAL PANEL ��' •lea« .�a - -� ��.� LEGS, TYP.' rrr�- v AAA EDGE STIFFENER, TYP. CUSTOM CONT. GSM GUTTER 1 i �y`` W/ 2" GUTTER STRAP (@ 19" =- O.C.), TYP. `\ 0 0 R30 RIGID INSULATION SET BELOW PLYWOOD DECK -'�� --"""" R30 BATT INSULATION, TYP. CON'T SELF ADHERED VAPOR CONT. 20 GA. EAVE SUPPORT, TYP. I \m00 PERMEABLE AIR BARRIER, TYP HIGH TEMP CONT. UNDERLAYMENT PER ROOF MFRG., TYP 2X12 TRUSS TOP CHORD EXTENSION, SSD \ all MANUFACTURED WOOD N N � TRUSSES, SSD CON'T 2X12 FASCIA BOARD TYP. GSM PRE -FINISHED FASCIA TRIM, TYP. \I\Alk HOLD DOWN CLEAT, TYP. Allillh' ..=' M M GSM GUTTER ANGLE BRACKET GSM GUTTER OUTLET TUBE SHOWN DASHED, TYP. 1 \ 20GA GSM DOWNSPOUT, TYP. PTD TO MATCH WALL, TYP \ / / Ai GSM SOFFIT JAMB TRIM, TYP. GSM SOFFIT, TYP. L L K K TYP. STANDING SEAM ALUM. ROOF @ LOW EDGE K12 TYP. STANDING SEAM ALUM. ROOF RIDGE K6 3" = 1'-0" 3" = 1'-0" J ANCHOR @ 24" 0.C. EMBEDDED IN WALL, TYP. J 6" :-1 7/16" i ir 4" H H KPS THERMASMART CLIP - sun GIRT - I _.. . r� r -—�1>,nmi ,:.:.:.:.:.:.:.:.:.:.:.��.: II _._._.1♦._._._._._.L vl.:.� II II II II II II II II II II II II ♦♦ _ _ _ 1 CONTINUOUS ALUMINUM TRACK - COLOUR TO MATCH PANEL I I ni �y —_ — ^ <4°_ ,-♦°_ ♦ •d • d a6 _� ° Q°- a a d ._, e 'IId ad • ♦ • ♦ •• ♦• a- o �.a a,_•- ♦ ♦ : a Q� a ada da e_ _a° = d / . ♦ '. a ead, _o < , _ ° V 8" CMU WALL WEEP HOLE G I 1 1 I .. f 6" — — — — t f 1 7 1S" ¢. f [ Rllllti I • • 5�8n I — — _ • �� I L I 1 ,,,1,V, , I -- — - SUB GIRT 1111„ ,„,t,lts , — v PANEL CLIP -- __ F F INSULATION �' - — KPS THERMASMART CLIP _ t BACKPAINTED GLASS MARKER BOARD AIR, WATER, VAPOUR BARRIER I I EXTERIOR SHEATHING /4' 1 1/2' 1,0 STAINLESS STEEL STANDOFF HORIZONTAL JOINT NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. 0 2024 Shah Kawasaki Architects 5/B PAINTED CONT. 2x2x1/4 STEEL ANGLE FRAME ANCHORED TO WALL W/ CONT. SEALANT @ PERIMETER , _ _ 1 Revision Number DATE ISSUE DESCRIPTION LCOLOUR ll SPLINE TO MATCH PANEL I 10/02/2024 50% DESIGN DEVELOPMENT PANEL CLIP -- ►f L . _ _ I 11 11 I I 11 11 1 1 11 SURFACE MOUNTED MARKER BOARD E12 EXTERIOR SHEATHING ---- --— II 11 II 11 11 11 II 11 11 11 II 11 II 11 I 3 "=1'-0„ D D AIR, WATER, VAPOUR BARRIER - II II 11 11 11 11 II 11 II 11 II 11 II 11 II II Project ALAMEDA 5053 FIRE GLEASON CENTER TRAINING 94568 DRIVE, COUNTY DUBLIN, CA • --- — —----- — 1 1 I I I I II 1 1 II 11 I I INSULATION - - f I 11 11 11 11 11 11 I l 11 11 I I I I I I I I I 11 I I EXTERIOR SHEATHING AIR DAM BLOCKING --- - --- I I 11 11 11 11 11 11 1 1 11 11 1 1 1 1 1+ I 1 1 1 1 11 1 I 1 AIR, WATER, VAPOUR BARRIERS 6" 4" 11 1 I 1 1 11 1 I I I 1 I I 1 I I 1 1 II II I I I 1 1 T 1 I 1 1 11 II ! 11 II 11 1 1 11 1 1 I I I INSULATION 1 _- KPS THERMASMART CLIP I / C TRASH ENCLOSURE ROOF ASSEMBLY „„�����'� AAAAAA'� 1 1 11 II II I r+ 11 11 I I I I I I I 1 = I I 1 I 1 of Record SHAH I A W A S A K Contractor ' --,Architect or-- GALV. 2" x 2" STEEL ANGLE (W/HPC) ANCHORED TO METAL ROOF DECK -�---- l J SUB GIRT I 1 ^� I PANEL CLIP OUTSIDE CORNER 2" x 2" ANGLE, TYP. 1 7/16" p SPLINE I L:- ��• �I GALVANIZED WELDED WIRE MESH PANEL B ARCHITECTSO'h1IE1tAIIIt'!IIIL 570 I Oth Oakland, Street, CA Suite 94607 201 COLOUR TO MATCH PANEL 2" x 2" HSS (t'1 .5/Ere VERTICAL JOINT r � - GALV. 2" x 2" HSS INTERMEDIATE O 1„ SUPPORT (W/HPC) 1• GALV. 2" x 2" STEEL ANGLE (W/HPC)Construction ANCHORED TO TOP OF CMU WALL Drawing Title EXTERIOR DETAILS ;, . ° A A CMU WALL w/SOLID GROUT BASIS OF DESIGN: Keith Panel Systems (KPS) System A w/ACM Drawing No. A-1-803 TRASH ENCLOSURE SCREEN Al2 STANDARD ALUMINUM COMPOSITE METAL PANEL DETAILS Al SKA Project Number: 24702 RE: A4/ A -102 1 1 /2" = 1'-0" 3" — 1'-0" 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 CLIENT R caVfcts i O W git Q Q OF Pit,V ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P O 0 N OFFSET JUNCTION BOXES INSET WALL PANEL (> 25 SQ. IN.) INSET WALL PANEL (> 25 SQ. IN.) DOUBLE STUD SINGLE STUD N M 1-+:11H1ACOUSTICAL SEALANT, TYP � � • METAL STUD, TYP METAL STUD, TYP • Dili // // // ; ' P � L L 1" MIN AIRSPACE 5/8" TYPE X GYPSUM i II -' �'.._ ;', BOARD, TYP ; MI METAL STUD, TYP , _" CLEARANCE 1" MIN �11 1111,4 RECESSED PANEL FILL WITH BATT INSULATION , I�J I i BATT INSULATION, TYP RECESSED PANEL ACOUSTICAL BOX PAD, TYP iii a ACOUSTICAL SEALANT, TYP ' `'' �< � �:-= ACOUSTICAL SEALANT, TYP I1iij!iI5/8" �- CONDUIT TYPE X (Teal GYPSUM BOARD � R y CONDUIT J PARTITION TYPE V AS SCHEDULED PARTITION TYPE PARTITION TYPE SECTION VIEW AS SCEDULED AS SCEDULED SECTION VIEW SECTION VIEW NOTE: 1. OFFSET BACK BOXES BY 16" MINIMUM H H DV - TYPICAL ACOUSTICAL DETAIL @ WALL 'I 3" = 1'-0" G CABLE TRAY PENETRATION PENETRATIONS >_ 3" DIAMETER PENETRATIONS < 3" DIAMETER G F F SUPPORT 4" TO 8" TYP - SUPPORT ► 4" TO 8" TYP NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects —15 ON BOTH SIDES ~ ~ 1 ON BOTH SIDES ~ Revision Number DATE ISSUE DESCRIPTION r//// 10/02/2024 50% DESIGN DEVELOPMENT CABLE TRAY CABLE TRAY (EXAMPLE) ¢ «<aa I D _ H H D Project ALAMEDA 5053 FIRE G LEASON CENTER TRAINING 94568 DRIVE, COUNTY DU BLIN, CA 1,„„„„«« )0.)) �� % 1/4" GAP SEALED WITH ACOUSTICAL CAULK, TYP ,,„1))����� SLEEVE OR FRAMED OPENING WITH CONDUIT(S) e�.�.�.�.�.�.�.,.�.�.�.�.�.�.�� PARTITION TYPE AS SCHEDULED r Architect of Record SHAH K A W A S A K I Contractor ACOUSTICAL CAULK 1/4" GAP SEALED WITH ACOUSTICAL CAULK FOAM BACKER ROD PARTITION TYPE AS SCHEDULED SECTION VIEW SAFING BATT INSULATION B B ARCHITECTS 570 1 Oth Oakland, Street, CA Suite 94607 201 ■ OVERAAt Construction NOTES: / PARTITION TYPE AS SCHEDULED 1. AFTER CABLE PULL IS COMPLETE, FILL CONDUIT WITH SAFING INSULATION AND SEAL BOTH ENDS OF CONDUIT WITH FIRE -STOP FOAM SEALANT OR J.M. CLIPPER DUXEAL 2. ALTERNATIVELY, USE STI "NEZ" EZ-PATH OR HILTI CS-SL DEVICE. SECTION VIEW SECTION VIEW Drawing Title INTERIOR DETAILS A Drawing No. A-1-832 DV - TYPICAL ACOUSTICAL DETAIL @ DUCT 2 SKA Project Number: 24702 3" = 11_0" 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 3 1-FIRST LEVEL 0'-0„ 7'-0" 7'-91/2"CLR 0 co 6'-0"CLR 1-FIRST LEVEL 0'-0„ 31'-93/8" IGU-1 IGU-1 IGU-1 IGU-1 IGU-1 IGU-1 IGU-1 IGU-1 IGU-1 IGU-1 IGU-1 T T T // // // // // // // // // // // MS-1 0 co 1-FIRST LEVEL 0'-0„ 13'-81/4" IGU-1 IGU-1 IGU-1 IGU-1 IGU-1 // // // // // MS-1 0 fV GENERAL NOTES 1. ALL WINDOW DIMENSIONS SHOWN ARE TO MINERAL -FIBER CEMENT PANEL JT. DIM. PT.'S, ROUGH OPENINGS. SEE EXTERIOR ELEVATIONS AND DETAILS. TO DETERMINE FRAME SIZE, UON. 2. SEE A-1-931 FOR INTERIOR FINISH SCHEDULE, INCLUDING SHADE CLOTH TYPES. 3. VERIFY ALL ROUGH OPENINGS PRIOR TO FABRICATION OF WINDOWS AND STOREFRONTS 4. FROSTED GLAZING INDICATED BY HATCH, ALL OTHER STOREFRONT INFILL IN DRAWING TO BE CLEAR GLAZED, UON, TYP. 5. SEE A-1-921 FOR DOOR SCHEDULE 6. LOUVERS DIMENSIONED TO OPEN VENTILATED AREA; UON 7. PROVIDE TEMPERED GLAZING (IGU AND SINGLE PANE) AT ALL DOOR SIDELIGHTS AND WHERE SAFETY GLAZING IS REQUIRED PER CODE. SEE DESIGNATIONS ON INDIVIDUAL LITES 8. SEE TITLE 24 FORMS 9. ALL EXTERIOR STOREFRONT GLAZING IGU'S SHALL BE VIRACON CRYSTAL GREY VE-2M#2 LOW E AS SPECIFIED WITH THE FOLLOWING TITLE 24 PERFORMANCE REQ: OVERALL U-FACTOR: OVERALL SHGC: OVERALL VT: 0.38 0.30 0.50 CLIENT R 1-FIRST LEVEL 0'-0" STOREFRONT - Al 3'-0" IGU-1 MS-1 0 0o 018 1/4" = 1'-0" 1-FIRST LEVEL 0'-0" 2'-91/2" • IGU-1 MS-1 1-FIRST LEVEL 0'-0" STOREFRONT - A2 16'-0" 09 1/4" = 1'-0" STOREFRONT - B1 1-FIRST LEVEL 0' 0" IGU-1 IGU-1 IGU-1 IGU-1 IGU-1 \\ \ \\ X MS-1 Eo 04 GLAZING LEGEND 1/4" = 1'-0" IGU-1 IGU-2 GL-1 CLEAR INSULATED GLAZING UNIT: 1" OVERALL, 1/4" TINTED GLASS, 1/2" AIR SPACE, 1/4" GLASS. VIRACON CRYSTAL GREY VE-2M#2 AT OUTSIDE FACE. FROSTED INSULATED GLAZING UNIT: 1" OVERALL, 1/4" TINTED GLASS, 1/2" AIR SPACE, 1/4" GLASS. V1093 SIM SANDBLAST VIRASPAN AT INSIDE FACE. MIN FIRE -RATED CLEAR GLASS: 1/4" TEMPERED, IMPACT RESISTANT. SUPERLITE IXL ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P SHADE TYPES STOREFRONT - B2 K18 1/4" = 1'-0" STOREFRONT - Cl K14 1/4" = 1'-0" STOREFRONT - C2 K9 1/4" = 1'-0" STOREFRONT - D K4 1/4" = 1'-0" 7' - 9 7/8" 1-FIRST LEVEL 0'-0" IGU-1 IGU-1 IGU-1 MS-1 1-FIRST LEVEL 0'-0" 6'-37/8" IGU-1 IGU-1 IGU-1 \\ \\ N N • 1-FIRST LEVEL 0'-0" 16'-0" IGU-1 IGU-1 IGU-1 IGU-1 IGU-1 IGU-1 IGU-1 0 N 1-FIRST LEVEL 0'-0" 7' -1 1/8" IGU-2 IGU-2 0 v STOREFRONT - E F18 1/4" = 1'-0" STOREFRONT - F F14 1/4" = 1'-0" STOREFRONT - G F9 1/4" = 1'-0" STOREFRONT - H F4 1/4" = 1'-0" 1-FIRST LEVEL 0'-0„ 8' - 6 1/4" IGU-2 IGU-2 IGU-2 // // // 15'-103/8" IGU-2 IGU-2 IGU-2 IGU-2 IGU-2 IGU-2 // // // // // // 1-FIRST LEVEL 0'-0" • 1-FIRST LEVEL 0'-0" 9' - 71 /8" IGU-1 IGU-1 IGU-1 IGU-1 IGU-1 T � IGU-1 T 6'-51/2" MS-2 di 1-ROOF 13'-0" v co v di1-ROOF 13'-0" 6'-57/8" MS-2 CO LO 0 LO LO MS-1 MS-2 MANUAL ROLLER SHADE: MECHOSHADE MECH05 SLIM POCKET SINGLE ROLLER BLIND SHADE W/WS-1 SHADE CLOTH MOTORIZED ROLLER SHADE: MECHOSHADE MECH05 SLIM POCKET SINGLE ROLLER BLIND SHADE W/WS-1 SHADE CLOTH N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title STOREFRONT SCHEDULES - CLASSROOM BLDG. Drawing No. A-1-841 A STOREFRONT - A18 1/4" = 1'-0" STOREFRONT - J A14 1/4" = 1'-0" INTERIOR STOREFRONT - L A10 1/4" = 1'-0" STOREFRONT - K1 A7 1/4" = 1'-0" STOREFRONT - K2 RE: A1/A-1-802 A4 1/4" = 1'-0" SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 5/8" GWB - 2 LAYERS EACH SIDE 2X WOOD STUD ACOUSTIC INSULATION WHERE SCHEDULED SEE FINISH SCHEDULE AND INTERIOR ELEVATIONS FOR APPLIED FINISHES WALL WIDTH WALL WIDTH 5/8" GWB - 2 LAYERS ON ONE SIDE AND 1 LAYER ON THE OTHER SIDE 2X WOOD STUD ACOUSTIC INSULATION WHERE SCHEDULED SEE FINISH SCHEDULE AND INTERIOR ELEVATIONS FOR APPLIED FINISHES CW WALL TYPE STUD SIZE WIDTH HEIGHT FIRE RATING STC COMMENTS CW16 51/2" 0' - 7 7/8" FULL -HEIGHT BW WALL TYPE STUD SIZE WIDTH HEIGHT FIRE RATING STC COMMENTS CLIENT R BW16 51 /2" 0'-71/4" FULL -HEIGHT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P WALL WIDTH 5/8" GWB - 2 LAYERS ON EACH SIDE MIN. 1" GAP METAL STUD ACOUSTIC INSULATION WHERE SCHEDULED SEE FINISH SCHEDULE AND INTERIOR ELEVATIONS FOR APPLIED FINISHES WALL WIDTH 5/8" GWB - 1 LAYER ON ONE SIDE METAL STUD ACOUSTIC INSULATION WHERE SCHEDULED SEE FINISH SCHEDULE AND INTERIOR ELEVATIONS FOR APPLIED FINISHES WALL X WIDTH 5/8" GWB - 2 LAYERS ON ONE SIDE AND 1 LAYER ON THE OTHER SIDE METAL STUD ACOUSTIC INSULATION WHERE SCHEDULED SEE FINISH SCHEDULE AND INTERIOR ELEVATIONS FOR APPLIED FINISHES WALL TYPE STUD SIZE WIDTH HEIGHT FIRE RATING STC COMMENTS H1 4" 0'-111/2" WALL TYPE D1 STUD SIZE 4" WIDTH 0'-45/8" HEIGHT FIRE RATING STC COMMENTS WALL TYPE STUD SIZE WIDTH HEIGHT FIRE RATING STC COMMENTS N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT B1 0'-77/8" jr WALL WIDTH 5/8" GWB - 2 LAYERS ON ONE SIDE METAL STUD ACOUSTIC INSULATION WHERE SCHEDULED SEE FINISH SCHEDULE AND INTERIOR ELEVATIONS FOR APPLIED FINISHES WALL WIDTH 5/8" GWB - 2 LAYERS ON EACH SIDE METAL STUD ACOUSTIC INSULATION WHERE SCHEDULED SEE FINISH SCHEDULE AND INTERIOR ELEVATIONS FOR APPLIED FINISHES IWALL I WIDTH 5/8" GWB - 1 LAYER EACH SIDE METAL STUD ACOUSTIC INSULATION WHERE SCHEDULED SEE FINISH SCHEDULE AND INTERIOR ELEVATIONS FOR APPLIED FINISHES Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction WALL TYPE STUD SIZE WIDTH HEIGHT FIRE RATING STC COMMENTS El 6" 0' - 7 1 /4" WALL TYPE STUD SIZE WIDTH HEIGHT FIRE RATING STC COMMENTS Cl 6" 0'-81/2" WALL TYPE STUD SIZE WIDTH HEIGHT FIRE RATING STC COMMENTS Al 4" 0' - 5 1/4" A2 6" 0'-71/4" A3 4" 0' - 51/4" Drawing Title PARTITION TYPES - CLASSROOM BLDG. Drawing No. A-1-901 A SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 DOOR SCHEDULE - CLASSROOM BLDG. R P O N M L K J H From Room: Name DOOR NO. FIRE RATING HW SET DOOR ACCESS CONTROL TYPE OPENING WIDTH HEIGHT THICK DOOR MAT'L FINISH MAT'L FRAME PUSH PULL JAMB DETAILS HEAD SILL COMMENTS 1-CLASSROOM BUILDING PUBLIC LOBBY 1-100.1 --- IG CR 4A 6' - 0" 7' - 9 1/2" 1 3/4" AL ANO AL AL AL EXTERIOR, W/ 10 FT MIN. ENTRYWAY SYSTEM (OR MAT) PUBLIC LOBBY 1-101.1 --- CG -- 8 13' - 11" 8' - 0" AL ANO AL AL AL LABORATORY -TESTED STOREFRONT SLIDER SYSTEM OR OPERABLE PARTITION WITH A MINIMUM RATED STC 37 OR GREATER TRAINING CLASSROOM -LARGE 1-102.1 --- CG -- 4A 6' - 0" 7' - 11" 1 3/4" AL ANO AL AL AL SOUND-GASKETED WITH OVERLAPPING ASTRAGAL SEAL (PEMKO 355_S OR EQUIVALENT) TRAINING CLASSROOM -LARGE 1-102.2 --- CG LOCK 3A 3' - 0" 7' - 0" 1 3/4" WD ST HM HM HM EXTERIOR TRAINING CLASSROOM -LARGE 1-102.3 --- CG -- 1 3' - 0" 7' - 0" 1 3/4" WD ST HM HM HM SOUND-GASKETED TRAINING CLASSROOM -LARGE 1-102.4 --- CG LOCK 6 16' - 0" 7' - 6" 2" WD ANO AL AL AL EXTERIOR, CONTACT MANUFACTURER FOR CONFIGURATION WITH CENTER SWING SLIDE AWAY DOOR TRAINING CLASSROOM -LARGE 1-102A.1 --- CG LOCK 7 10' - 0" 8' - 0" 1 1/2" WD ST HM HM HM CORRIDOR A 1-103A.1 --- CG CR 4A 6' - 0" 7' - 0" 1 3/4" WD ST HM HM HM EXTERIOR, W/ 10 FT MIN. ENTRYWAY SYSTEM (OR MAT) CORRIDOR B 1-103B.1 --- CG -- 1 3' - 0" 7' - 0" 1 3/4" WD ST HM HM HM CORRIDOR B 1-103B.2 --- CG CR 1 3' - 0" 7' - 0" 1 3/4" WD ST HM HM HM EXTERIOR, W/ 10 FT MIN. ENTRYWAY SYSTEM (OR MAT) CORRIDOR C 1-103C.1 --- CG -- 2 3' - 0" 7' - 0" 1 3/4" WD ST HM HM HM CORRIDOR C 1-103C.2 --- CG CR 4A 6' - 0" 7' - 0" 1 3/4" WD ST HM HM HM EXTERIOR, W/ 10 FT MIN. ENTRYWAY SYSTEM (OR MAT) PUBLIC RESTROOM 1-104.1 --- CG LOCK 1 3' - 0" 7' - 0" 1 3/4" WD ST HM HM HM JANITOR CLOSET 1-105.1 --- CG LOCK 1 3' - 0" 7' - 0" 1 3/4" WD ST HM HM HM TRAINERS/ADMIN OPEN OFFICE AREA 1-106.1 --- IG CR 10 3' - 0" 7' - 0" 1 3/4" WD ST HM HM HM SOUND-GASKETED TRAINERS/ADMIN OPEN OFFICE AREA 1-106A.1 --- IG CR 10 3' - 0" 7' - 0" 1 3/4" WD ST HM HM HM SOUND-GASKETED LOCKER ROOM (ALL GENDER) 1-107.1 --- CG -- 1 3' - 0" 7' - 0" 1 3/4" WD ST HM HM HM LOCKER ROOM (ALL GENDER) 1-107.2 --- CG -- 1 3' - 0" 7' - 0" 1 3/4" WD ST HM HM HM LOCKER ROOM (ALL GENDER) 1-107.3 --- CG -- 1 3' - 0" 7' - 0" 1 3/4" WD ST HM HM HM TURNOUT ROOM 1-108.1 --- CG -- 1 3' - 0" 7' - 0" 1 3/4" WD ST HM HM HM TURNOUT ROOM 1-108.2 --- CG -- 1 3' - 0" 7' - 0" 1 3/4" WD ST HM HM HM TURNOUT ROOM 1-108.3 --- CG LOCK 4A 6' - 0" 7' - 0" 1 3/4" WD ST HM HM HM EXTERIOR EXERCISE/FITNESS ROOM 1-109.1 --- CG -- 3A 3' - 0" 7' - 0" 1 3/4" AL P AL AL AL EXERCISE/FITNESS ROOM 1-109.2 --- CG -- 3A 3' - 0" 7' - 0" 1 3/4" AL P AL AL AL EXERCISE/FITNESS ROOM 1-109.3 --- CG LOCK 1 3' - 0" 7' - 0" 1 3/4" WD P HM HM HM EXERCISE/FITNESS ROOM 1-109.4 --- CG LOCK 6 16' - 0" 7' - 6" 2" AL ANO AL AL AL EXTERIOR, CONTACT MANUFACTURER FOR CONFIGURATION WITH CENTER SWING SLIDE AWAY DOOR EXERCISE/FITNESS ROOM 1-109.5 --- CG LOCK 5 12' - 0" 10' - 0" 2 1/8" AL ANO HM HM HM TELECOM/SERVER CLOSET 1-110.1 --- CG CR 1 3' - 0" 7' - 0" 1 3/4" HM P HM HM HM LOCKER ROOM (FEMALE) 1-111.1 --- CG -- 1 3' - 0" 7' - 0" 1 3/4" WD ST HM HM HM LOCKER ROOM (FEMALE) 1-111.2 --- CG -- 1 3' - 0" 7' - 0" 1 3/4" WD ST HM HM HM LOCKER ROOM (MALE) 1-112.1 --- CG -- 1 3' - 0" 7' - 0" 1 3/4" WD ST HM HM HM LOCKER ROOM (MALE) 1-112A.1 --- CG -- 1 3' - 0" 7' - 0" 1 3/4" WD ST HM HM HM ELEC. MAIN PANEL ROOM 1-113.1 --- CG CR 9 3' - 0" 7' - 0" 1 3/4" HM P HM HM HM EXTERIOR MECH. ROOM 1-114.1 --- CG CR 1 3' - 0" 7' - 0" 1 3/4" HM P HM HM HM EXTERIOR COVERED UTILITY YARD 1-115.1 --- CG CR 1 3' - 0" 7' - 2" 1 3/4" HM P HM HM HM EXTERIOR COVERED UTILITY YARD 1-115.2 --- CG CR 2 6' - 0" 7' - 0" 1 3/4" HM P HM HM HM EXTERIOR DOOR SCHEDULE - SITE From Room: Name DOOR NO. FIRE RATING HW SET DOOR ACCESS CONTROL TYP E OPENING DOOR FRAME DETAILS WIDTH HEIGHT THICK MAT'L FINISH MAT'L PUSH PULL JAMB HEAD SILL COMMENTS 0-SITE TRASH ENCLOSURE 0-010.1 --- LOCK 11 19' - 1" 6' - 0" 3" EXTERIOR, SEE 0-A1.20 FOR MORE INFOMATION TRASH ENCLOSURE 0-010.2 --- LOCK 11 19' - 1" 6' - 0" 3" EXTERIOR, SEE 0-A1.20 FOR MORE INFOMATION CLIENT R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P G DOOR TYPES DOOR NOTES F E D C B A PER SCHEDULE PER SCHEDULE PER SCHD 10" MIN. SMOOTH & UNINTERRUPTED SURFACE KICK PLATE @ PUSH SIDE, TYP. WHERE CALLED OUT IN SCHEDULE //� TYPE 1 SINGLE - FLUSH DOOR PER SCHEDULE TYPE 7 THREE PANELS SLIDING DOOR PER SCHEDULE PER SCHEDULE 1 /jj/xk% jj TYPE 2 DOUBLE - FLUSH DOOR LOUVERS, S.M.D. 10" MIN. SMOOTH & UNINTERRUPTED SURFACE KICK PLATE @ PUSH SIDE, TYP. WHERE CALLED OUT IN SCHEDULE PER SCHEDULE TYPE 3A/3B SINGLE - LITE FULL 3A: GLASS PANEL 3B: 1/4" ALUM. PANEL • 1 1 O `\ O > O TYPE 8 DOUBLE - SLIDING GLASS DOOR PER SCHEDULE 1 PER SCHD 0 PER SCHEDULE TYPE 9 SINGLE - LOWER LOUVER DOOR PER SCHEDULE TYPE 4A/4B DOUBLE - LITE FULL 4A: GLASS PANEL 4B: 1/4" ALUM. PANEL AS SCHD PER SCHEDULE (3) EQUAL PANELS O O O \\ O O O w w c3 w c3 w w PER SCHEDULE AS SCHD • U cn TYPE 5 OVERHEAD SECTIONAL DOOR 10" MIN. SMOOTH & UNINTERRUPTED SURFACE KICK PLATE @ PUSH SIDE, TYP. WHERE CALLED OUT IN SCHEDULE TYPE 10 SINGLE - FULL SIDELIGHT - FLUSH DOOR PER SCHEDULE PER SCHEDULE // 0 / 0 / 0 j 0 j 0 / 0 // 0 TYPE 11 TRASH ENCLOSURE GATE TYPE 6 GLAZED FOLDING WALL 1. PROVIDE ACOUSTICAL (STC) RATED DOORS WHERE INDICATED. 2. PROVIDE 3/8" DOOR GLAZING WHERE INDICATED (ACOUSTICAL) 3. FOR ADDITIONAL DOOR AND FRAME AND DOOR HARDWARE INFORMATION, REFER TO ROOM DATA SHEETS AND SPECIFICATION. 4. SEE SPECS. AND A9.31 FOR MORE INFORMATION AT DOUBLE ACTING DOOR IN TOWER BUILDING. 5. FLUSH WOOD STAIN DOOR WITH HOLLOW METAL FRAME @ INTERIOR DOORS IN CLASSROOM BUILDING, TYP. 6. "SOUND-GASKETED" DOORS SHOULD INCLUDE A NEOPRENE BULB SEAL AT THE PERIMETER (PEMKO S88 OR EQUIVALENT) AND AN 7. AUTOMATIC DROP BOTTOM SEAL (PEMKO 411 OR EQUIVALENT) *1 = HOLLOW METAL DOORS & FRAMES WITH CONTINUOUS GEAR HINGES, FIELD PAINTED N L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT DOOR LEGEND AL - ALUMINUM ANO - ANODIZED CG - COMMERCIAL GRADE CR - CARD READER I - INSTITUTIONAL GRADE HM - HOLLOW METAL P - PAINT SC - SOLID CORE ST - STAIN GRADE FINISH WD - WOOD SCHD - SCHEDULE DOOR GLAZING LEGEND OT TEMPERED GLAZING LO LAMINATED GLAZING L5, SOLID PANEL GLAZING NOTE: SAFETY GLAZING MUST BE PROVIDED AT HAZARDOUS LOCATIONS PER CBC 2406.4, INCLUDING, BUT NOT LIMITED TO, GLAZING WITHIN 18 INCHES OF A WALKING SURFACE, GLAZING IN DOORS, AND WINDOWS ADJACENT TO DOORS. Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title DOOR SCHEDULES - CLASSROOM BLDG. Drawing No. A-1-921 A SKA Project Number: 24702 21 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 R P O N M FINISH SCHEDULE - INTERIOR - CLASSROOM BLDG. Material: Material Use MATERIAL MANUFACTURER MODEL SPECIES/COLOR/FINISH SIZE NOTE FLOOR FLOOR CONC-1 SEALED POLISHED CONCRETE W/INTEGRAL COLOR W.R. MEADOWS INDUROSHINE SYSTEM (PDS-1) POLISHED SATIN, INTEGRAL COLOR FRENCH GRAY, 400 GRIT --- FLOOR CONC-2 SEALED CONCRETE - NO DYE/STAIN W.R. MEADOWS INDUROSHINE SYSTEM (PDS-1) NO DYE/STAIN --- FLOOR R-2 RESILIANT RUBBER ATHLETIC FLOORING ROPPE ROLLS, SQUARE EDGE TILES BLACK W/ #195 LIGHT GRAY PATTERN 24"X24"X3/8" FLOOR T-3 PORCELAIN FIELD TILE CROSSVILLE CROSS MINGLES GRAPHITE, MATTE , UNPOLISHED 2" X 2" SLIP RESISTANT RATED WALL BASE WALL BASE R-1 RESILIENT WALL BASE ROPPE PINNACLE 150 DARK GRAY 4" H WALL BASE T-2 PORCELAIN TILE CROSSVILLE CROSS MINGLES GRAPHITE, MATTE , UNPOLISHED 2" X 2" COVED BASE WALL WALL PT-1 PAINT - WHITE - EGGSHELL DUNN EDWARDS DEHWO1 ALMOND MILK, EGGSHELL FINISH --- WALL PT-2 PAINT - WHITE - SEMI -GLOSS DUNN EDWARDS DEHWO1 ALMOND MILK, SEMI -GLOSS FINISH --- MOISTURE RESISTANT PAINT WALL PT-3 PAINT - RED DUNN EDWARDS DEA106 RED CONTRAST, EGGSHELL FINISH --- WALL PT-4 PAINT - SIMILAR TO TAUPE DUNN EDWARDS TBD MATCH EXTERIOR METAL PANEL --- FINAL COLOR TBD IN FIELD WALL SS-1 STAINLESS STEEL BACKSPLASH --- TYPE 304, 16GA MIN DIRECTIONAL, BRUSHED, SATIN #4 --- WALL T-1 PORCELAIN FIELD TILE DALTILE PORTFOLIO SERIES WHITE PF02 6" x 24" SLIP RESISTANT RATED CEILING CEILING AC-1 ACOUSTIC CEILING TILE ARMSTRONG 1423 WHITE, 9/16" SLOT - 1/4"REVEAL NON -DIRECTIONAL FISSURED 24" X 48" GRID CEILING AC-2 PERFORATED GYPSUM BOARD CEILING PYROK VOGL FUGE, 8/10R DEHW01, ALMOND MILK, EGGSHELL FINISH 8/18R HANDROLL PAINT APPLIED ONLY CEILING CLG-3 METAL SOFFIT PANEL SYSTEM GARLAND COMPANY RMER SOFFIT PEWTER (.40) 12" CEILING G-1 GYPSUM BOARD - EGGSHELL DUNN EDWARDS DEHWO1 ALMOND MILK, EGGSHELL FINISH --- CEILING G-3 GYPSUM BOARD - SEMI -GLOSS DUNN EDWARDS DEHWO1 ALMOND MILK, SEMI -GLOSS FINISH MOISTURE RESISTANT PAINT CEILING X-1 EXPOSED STRUCTURE - NO FINISH --- --- --- --- EXPOSED TRUSS CEILING X-2 EXPOSED STRUCTURE AND MECHANICAL SYSTEMS ACOUSTICAL SPRAY DUNN EDWARDS DEHWO1 ALMOND MILK, SEMI -GLOSS FINISH --- EXPOSED TRUSS CEILING X-3 EXPOSED STRUCTURE AND MECHANICAL SYSTEMS - PAINT DUNN EDWARDS DEHWO1 ALMOND MILK, SEMI -GLOSS FINISH --- EXPOSED TRUSS CASEWORK CASEWORK LMT-1 PLASTIC LAMINATE - WHITE WILSONART D431-60 ALABASTER --- CASEWORK LMT-2 PLASTIC LAMINATE - KENSINGTON MAPLE WILSONART LAMINATE KENSINGTON MAPLE EXTERIOR CABINET FACE CASEWORK LMT-3 PLASTIC LAMINATE - RED WILSONART D12-60 REGIMENTAL RED, MATTE FINISH --- CASEWORK SS-2 STAINLESS STEEL COUNTER --- TYPE 304, 16GA MIN DIRECTIONAL, BRUSHED, SATIN #4 --- CASEWORK SSM-1 SOLID SURFACE COUNTER - WHITE DUPONT CORIAN SNOW WHITE 1/2" THICK TYP COUNTERTOP UON CASEWORK SSM-2 SOLID SURFACE COUNTER - GREY DUPONT CORIAN CARBON AGGREGATE 1/2" THICK TYP COUNTERTOP UON MISCELLANEOUS MISCELLANEOUS FWP-1 FABRIC WRAP ACOUSTICAL PANEL -GREY SILENT SCAPE 36"X48" PANEL VERTE PAPIER 2"THICK ACOUSTICAL PANEL MISCELLANEOUS FWP-2 FABRIC WRAP ACOUSTICAL PANEL -RED MBI COLORSONIX GERANIUM 2084 FABRIC 2"THICK ACOUSTICAL PANEL MISCELLANEOUS TP-1 SOLID PLASTIC - CHARCOAL GREY ASI ACCURATE PARTITIONS SOLID PLASTICS CHARCOAL #9237 --- MISCELLANEOUS WS-2 BLACKOUT SHADECLOTH MECHOSHADES ECOVEIL SHADOW GREY 0970 1% OPENNESS L K J H G ROOM FINISH SCHEDULE - CLASSROOM BLDG. ROOM # ROOM NAME FLOOR FINISH BASE FINISH WALLS NORTH FINISH EAST FINISH SOUTH FINISH WEST FINISH CEILING FINISH COMMENTS 1-CLASSROOM BUILDING 1-100 PUBLIC LOBBY CONC1 R1 G1/G4 FWP1/G1/G4 G1/G4/WIN FWP1/G1/G4 G1,AC2 USE HIGH IMPACT RESISTANT GYP BOARD 1-100A RECEPTION AREA CONC1 R1 PT-1 PT-1 PT-1 PT-1 G1 USE HIGH IMPACT RESISTANT GYP BOARD 1-100B TRAINING COMMONS CONC1 R1 PT-1 PT-1 PT-1 PT-1 AC2 USE HIGH IMPACT RESISTANT GYP BOARD 1-100C COMMONS/BREAKROOM CONC1 R1 PT-1 PT-1/FWP-1 PT-1 PT-1 G1 USE HIGH IMPACT RESISTANT GYP BOARD, ACOUSTIC PANEL WHERE OCCURS 1-101 TRAINING CLASSROOM - SMALL CONC1 R1 PT-1 PT-1 PT-1/PT-3/FWP-2 PT-1/PT-3/FWP-2 AC1 USE HIGH IMPACT RESISTANT GYP BOARD, ACOUSTIC PANEL WHERE OCCURS 1-102 TRAINING CLASSROOM -LARGE CONC1 R1 PT-1 PT-1 PT-1/PT-3/FWP-2 PT-1/PT-3/FWP-2 AC1 USE HIGH IMPACT RESISTANT GYP BOARD, ACOUSTIC PANEL WHERE OCCURS 1-102A LARGE CLASSROOM - STORAGE CONC1 R1 PT-1 PT-1 G1/G4 G1/G4 X1 USE HIGH IMPACT RESISTANT GYP BOARD 1-103A CORRIDOR A CONC1 R1 PT-1 PT-1 PT-1 PT-1 G1 USE HIGH IMPACT RESISTANT GYP BOARD 1-103B CORRIDOR B CONC1 R1 PT-1 PT-1 PT-1 PT-1 X3 USE HIGH IMPACT RESISTANT GYP BOARD 1-103C CORRIDOR C CONC1 R1 PT-1 PT-1 PT-1 PT-1 G1 USE HIGH IMPACT RESISTANT GYP BOARD 1-104 PUBLIC RESTROOM T3 T2 PT-2/T1 PT-2/T1 PT-2/T1 PT-2/T1 G3 USE MOISTURE RESISTANT GYP BOARD 1-105 JANITOR CLOSET CONC2 R1 PT-2 PT-2 PT-2 PT-2 G3 USE HIGH IMPACT MOISTURE RESISTANT GYP BOARD 1-106 TRAINERS/ADMIN OPEN OFFICE AREA CONC1 R1 PT-1 PT-1 PT-1 PT-1 AC1 1-106A TRAINING DEPUTY CHIEF OFFICE CONC1 R1 PT-1 PT-1 PT-1 PT-1 AC1 1-106B GEN OFFICE STORAGE CONC1 R1 PT-1 PT-1 PT-1 PT-1 G1 1-107 LOCKER ROOM (ALL GENDER) CONC1/T3 R1/T2 PT-2/T1 PT-2/T1 PT-2/T1 PT-2/T1 G3 USE HIGH IMPACT MOISTURE RESISTANT GYP BOARD, TILE WAINSCOT HEIGHT TO MATCH DOOR 1-108 TURNOUT ROOM CONC1 R1 PT-2 PT-2 PT-2 PT-2 X3 USE HIGH IMPACT MOISTURE RESISTANT GYP BOARD 1-108A EXTRACTOR/LAUNDRY AREA CONC1 R1 PT-2 PT-2 PT-2 PT-2 X3 USE HIGH IMPACT MOISTURE RESISTANT GYP BOARD 1-109 EXERCISE/FITNESS ROOM R2 R1 PT-2 PT-2 PT-2 PT-2 X2 USE HIGH IMPACT MOISTURE RESISTANT GYP BOARD 1-110 TELECOM/SERVER CLOSET CONC2 R1 PT-2 PT-2 PT-2 PT-2 X1 ADD PAINTED PLYWOOD WALL SURROUND 1-111 LOCKER ROOM (FEMALE) CONC1/T3 R1/T2 PT-2/T1 PT-2/T1 PT-2/T1 PT-2/T1 G3 USE HIGH IMPACT MOISTURE RESISTANT GYP BOARD, TILE WAINSCOT HEIGHT TO MATCH DOOR 1-112 LOCKER ROOM (MALE) CONC1/T3 R1/T2 PT-2 PT-2 PT-2 PT-2 G3 USE HIGH IMPACT MOISTURE RESISTANT GYP BOARD 1-112A LOCKER ROOM (MALE) CONC1/T3 R1/T2 PT-2/T1 PT-2/T1 PT-2/T1 PT-2/T1 G3 USE HIGH IMPACT MOISTURE RESISTANT GYP BOARD, TILE WAINSCOT HEIGHT TO MATCH DOOR 1-113 ELEC. MAIN PANEL ROOM CONC2 R1 PT-2 PT-2 PT-2 PT-2 X1 ADD PAINTED PLYWOOD WALL SURROUND 1-114 MECH. ROOM CONC2 R1 PT-2 PT-2 PT-2 PT-2 X1 ADD PAINTED PLYWOOD WALL SURROUND 1-115 COVERED UTILITY YARD CONC2 - CMU-1 CMU-1 CMU-1 CMU-1 CLG3 F E D C B A FINISH SCHEDULE - CASEWORK & COUNTERTOPS - CLASSROOM BLDG. ROOM NO. ROOM NAME Casework Finish Ext Casework Finish Int Casework Lock Countertop Material Casework Comment 1-100A RECEPTION AREA LMT-3 LMT-3 LMT-1 1-100C COMMONS/BREAKROOM LMT-3 LMT-3 SS-2 1-106 TRAINERS/ADMIN OPEN OFFICE AREA 1-106A TRAINING DEPUTY CHIEF OFFICE 1-106B GEN OFFICE STORAGE LMT-1 LMT-1 SSM-1 1-107 LOCKER ROOM (ALL GENDER) SSM-2 1-108 TURNOUT ROOM LMT-3 LMT-3 SSM-1 1-111 LOCKER ROOM (FEMALE) SSM-2 1-112A LOCKER ROOM (MALE) SSM-2 FINISH SCHEDULE - EXTERIOR - CLASSROOM BLDG. MATERIAL 1 MANUFACTURER MODEL SPECIES/COLOR/FINISH SIZE NOTE EXTERIOR FINISH CP-1 CEMENT PLASTER - PAINT DUNN EDWARDS DEA106 RED CONTRAST, EGGSHELL FINISH --- MP-2 ALUMINUM COMPOSITE PANELS KEITH PANEL SYSTEMS SYSTEM A ALUCOBOND: BEIGE VARIES, SEE ELEVATIONS FACADE MP-3 PRE -FINISHED DARK METAL SIDING PANELS AND TRIM MATCH DARK MULLIONS ROOF MP-1 PRE -FINISHED METAL SOFFIT PANEL GARLAND COMPANY RMER SOFFIT PEWTER (.40) 12" R-1 STANDING SEAM METAL ROOF GARLAND COMPANY RMER PEWTER (.40) 12" DOORS & WINDOWS IGU-1 INSULATED GLASS UNIT - CLEAR VIRACON VE1 - 2M #2 AT OUTSIDE FACE CRYSTAL GREY 1" THICK IGU WIN-1 ALUMINUM STOREFRONT WINDOW SYSTEM KAWNEER TRIFAB 451-T, 1600 WALL SYSTEM CHARCOAL GREY, ANODIZED FINISH 4 1/2" THICK, 2" MULLION EXTERIOR PAINT EP-1 HIGH PERFORMANCE COATING TNEMEC TRIFAB 451-T, 1600 WALL SYSTEM MIDNIGHT OIL (1631), SEMI -GLOSS SMOOTH FINISH DARK BRONZE, ANODIZED FINISH COATING FOR STEEL PLATES, FENCES, GATES, STRUCTURAL STEEL, ETC. WALL CMU-1 CMU-PAINTED BASALITE GROUND FACE, S-703(R), PAINTED, TUAPE CMU-1 CMU-PAINTED BASALITE GROUND FACE, S-703(R), PAINTED, TUAPE CLIENT R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P N L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I0th Street, Suite 201 Oakland. CA 94607 Contractor OVERAAt Construction Drawing Title FINISH SCHEDULES - CLASSROOM BLDG. Drawing No. A-1-931 A SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R 2.2 J12� 2 2 12' -1" 3' - 4" 2.4 1' - 9" GENERAL NOTES CLIENT R �7� rr ca ` c�� V 1. THIS STRUCTURE IS A NON -OCCUPIED STRUCTURE USED FOR THE SOLE PURPOSE OF TRAINING ABLE-BODIED FIRE DEPARTMENT AND LAW ENFORCEMENT PERSONNEL. THIS STRUCTURE IS NOT DESIGNED TO ACCOMODATE THE GENERAL PUBLIC AND AS SUCH IS NOT DESIGNED IN CONFORMANCE WITH ACCESS AND BUILDING CODES FOR CIRCULATION, EXITING, OR LIFE SAFETY. 2. CONTRACTOR SHALL THOROUGHLY REVIEW THE PROJECTCis:• SPECIFICATIONS AND EQUIPMENT SPECIFIED THEREIN FOR REQUIRED COORDINATION AND INSTALLATION REQUIREMENTS. 3. FOR ADDITIONAL INFORMATION AND COORDINATION, REFER TO STRUCTURAL DRAWINGS. 4. REFER TO CIVIL DRAWINGS FOR SITE AND UTILITY INFRASTRUCTURE WORK. 5. DURING THE VARIOUS TRAINING SCENARIOS, THIS BUILDING WILL BE SUBJECT TO HIGH HEAT LEVELS AND FIREFIGHTERS WILL BE USING WATER THROUGHOUT THE BUILDING. INASMUCH ALL INTERIOR AND UST BE PROTECTED FROM AND CORROSION WITH EITHER FACTOREXTERIOR EXPOSED METAL SUFACES YIFINISHES, GALVANIZED METAL FINISH, OR HIGH TEMPERATURE PAINT FINISH. 6. UPON COMPLETION OF CMU, ALL WALL SURFACES SHALL BE SEALED WITH THE APPROVED MASONRY SEALER. REFER TO PROJECT SPECIFICATIONS. 7. CONTRACTOR SHALL COORDINATE ALL INTERIOR CONSTRUCTION, INCLUDING WALLS AND DOORS WITH THE INTERIOR FLOOR SLOPE PLANS AND STRUCTURAL ELEMENTS PRIOR TO COMMENCING CONSTRUCTION. 8• . UPON FINAL CLEANING OF EXPOSED CONCRETE FLOORS, SURFACES SHALL BE PREPPED FOR APPLICATION OF SEALER PER PROJECT SPECIFICATIONS. 9. ALL PLUMBING FIXTURES SHOWN ON THIS PLAN ARE FOR TRAINING DIAGRAMS ONLY. THEY ARE N.I.C. AND ARE NOT ACTIVE. grael Q Q V �+ OF NV • II u 1 UP "' P•� ALAM E DA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE 10TH 1 FLOOR OAKLAN D CA 94612 > P L -1L-L 20' - 0" I IF L J 12' - 8" • 8' - 7 7/8" • • 1'-4" 3'-4" 1'-37/8' 3'-4" 15'-kVA"---1 8'-77/8" 3'-4" 81/4" • •• O18 4 A 21.016 21.015 ' 1L 1 LJ I I -2-70 - N J N III II � 0 11 08.014 �, 2.6 o I_A - - - J N p 2.6 0 1" / / / / / / / %' � `1l I / / / / / / / // • • • II Ir ! n 0 t i' \ � 4 0 - / / o - V . x, / �hT������i ��'1�' �� r 1 COI \ 1 d co 1/ - y y r (03.035 ' ° IIL 1 -III / ,_-- � i�--'I ^� ,_- _' I 4 • • 07.081 �I II = _1/ _ _ _ ao • • A • r • o 03.035 0 oo 1 00 N GENERAL NOTES N A4 0 V V / zA220 v vI T / 1. DURING TRAINING SCENARIOS, FIREFIGHTERS WILL BE USING LARGE AMOUNTS OF WATER FOR THE EXTINGUISHING OF FIRE SIMULATIONS. THEREFORE, ALL FLOORS WITHIN THE TRAINING BUILDING ARE TO BE SLOPED AT A MINIMUM OF 1% FOR DRAINAGE, UNLESS OTHERWISE NOTED. 2. THE INTENT OF WATER DRAINAGE WITH THE TRAINING BUILDING IS THROUGH THE SHOWN OPENINGS IN THE PERIMETER AND INTERIOR CMU WALLS. REFER TO NOTED DETAILS. FLOORS SHALL BE SLOPED AS SHOWN TO THESE LOCATIONS. 3. THE ELEVATIONS SHOWN ON THE DRAINAGE PLANS INDICATE ELEVATION ABOVE THE 0' 0" DATUM POINT ON EACH FLOOR LEVEL TO ACHIEVE SLOPE FOR DRAINAGE. THE MINIMUM AND MAXIMUM FLOOR SLAB THICKNESS SHALL BE AS ESTABLISHED ON THE STRUCTURAL DRAWINGS. 4. THE SURFACE OF ALL INTERIOR EXPOSED CONCRETE FLOORS SHALL BE A LIGHT BROOM FINISH SO AS NOT TO RESTRICT THE FLOW OF WATER TO THE SHOWN DRAINAGE POINTS. CONTRACTOR TO PROVIDE MOCK-UP OF FLOOR FINISH FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT OF CONCRETE FLOORS. 5. FIRE BRICK FINISH SHALL BE RECESSED AS NECESSARY TO BE SET FLUSH WITH THE ADJACENT EXPOSED CONCRETE SLAB FINISH. 6. INTERIOR FLOOR SLABS SHALL BE FLOOD TESTED FOR PROPER DRAINAGE. CONTRACTOR SHALL FLOOD THE FLOOR AREAS IN OBSERVATION BY THE ARCHITECT AND EL DORADO HILLS PERSONNEL TO DEMONSTRATE POSITIVE DRAINAGE. ANY AREAS OF PONDING OR STANDING WATER SHALL BE REPAIRED TO THE SATISFACTION OF THE ARCHITECT AND EL DORADO HILLS FIRE DEPARTMENT PERSONNEL. 7. UPON COMPLETION OF WATER DRAINAGE TESTING, ALL INTERIOR FLOOR SLABS SHALL BE SEALED WITH AN APPLIED SEALER PER PROJECT SPECIFICATIONS. • • UP / • �1 �� 8' 0" 21.012 AsR1 31F o $ ( 2.A1 ----� - - (2.A1) X, ...../ / 1, CMU-2 4 • \..../ • °�° • o COMMERCIAL SPACE COMMERCIAL SPACE \ COMMERCIAL SPACE _ V CMU-2 2 104 `' • %���3=1rr�® 1�w • `V A4 2-101 2-102 2-103 �� I coNcz • `'' • \ M M-2-70 ����� 2 2 301 II \ , I co • r N M a, • ,ii� • 07 _ .� _ _- (21.011) •• 1 0 04.051� N N / 21.013 � / �- 0 \ / L • • L• • / • -, • / L L -Lb- UP / / �08.046� 08.046 / ca 08.046 / 3/ / / / / / / / / / ° A 1_ 1%/® 2.A ► 2.A E. 1 0 J4 J13 o `r`-2-301 `" K K o 6' - 0" 9' - 4" 2 301 5' - 4 1/4" 5' - 8" `� 8' - 8" 2' - 10" - 5' -11 7/8" 9' - 4" 6' - 0" 20' - 8 1/4" 3 '/8" 2' - 6 1/4" • 21' - 3 7/8" 7' 4" • 21' 0" 17' 2" 23' 10" 62' - 0" • 2.4 J J FIRST LEVEL FLOOR PLAN - TRAINING TOWER J4 RE: A4/ A-2-201 3/16" =1'-0" H GO J 11-2-2 • 4 LEGEND H (08.00) KEYNOTE APP BAY 106 ROOM NAME / NUMBER IT 11 1I 11 II 11 II I 1 I JL IF L J MI II II I II _IL 1 1 1 I 117111 II II I II II 11 II II 11 II 11 11 I 11 11 II II II II 11 _II _II UP G WINDOW / STOREFRONT / CAA) CURTAIN WALL TAG, SEE A-### THROUGH A-### 106-7 DOOR TAG, SEE +p_p EQ EQ EQ L EQ EQ EQ EQ EQ 1 •IL L .. 08.015 1 ► +0'-0" +0'-0" L F or COLUMN, S.S.D. FOR THICKNESS & REINFORCING x n a a.I i 1 w. CMU WALL, S.S.D. FOR THICKNESS & REINFORCING ; , +1/8" +1/8" +1/8" THERMAL WALL LINER 07.065� . I NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects A4a-2-2 • 4 1 4r -hi 711 a L HI_ 1IL -I _-1 9 11 - ® ALUMINUM GRATED FLOORING Revision Number DATE ISSUE DESCRIPTION E E ASHPHALT SHINGLES 10/02/2024 50% DESIGN DEVELOPMENT T. TaL 7 �li1- (03.033) -- -_ L [ 07.066 UP �1 07.066 „...---1 (2.A1) _ (2.A1) �..., COMMERCIAL SPACE b COMMERCIAL SPACE A COMMERCIAL SPACE �� KEYNOTE II 2-101 - j 2-102 2-103 D II I A4 i � Aft2 ARROW INDICATES DOWNWARD DIRECTION OF FLOOR SLOPE, TYPICAL 03.034 SLOPE CONCRETE FLOORS TO DRAINAGE SCUPPERS SUCH THAT THERE ARE NO LOW SPOTS OR PONDING, TYP. 03.035 OUTLINE OF 4' X 8' OPENING IN SUSPENDED FLOOR SLAB ABOVE PER DETAIL 16/D-A9.30 04.051 PATTERN INDICATES AREA OF FIRE BRICK FLOORING, DEPRESSED INTO STRUCTURAL CONCRETE SLAB, TYPICAL 07.065 EXTERIOR CLEAN OUT SCUPPER THROUGH WALL AT FLOOR LINE PER DETAIL 26/D A9.30, TYPICAL 07.066 INTERIOR DRAINAGE SCUPPER THROUGH WALL AT FLOOR LINE PER DETAIL 13/D-A9.30, TYPICAL 07.081 THERMAL WALL LINER FRAMING AND PANELS, TYPICAL 08.014 PAINTED HOLLOW METAL DOOR & FRAME 08.015 UNDER CUT DOOR TO ALLOW DRAINAGE, TYP. 08.046 PRE -FINISHED ALUMINUM FRAME STOREFRONT SECTION WITH ENTRY DOOR AND SOLID ALUMINUM IN -FILL PANEL "GLAZING" 21.012 22" X 36" CLEAR SPACE FOR FALSE FIRE SPRINKLER RISER ASSEMBLY. SEE FIRE PROTECTION DRAWINGS.ARCHITEL.TJOVERAAt 21.013 WALL -MOUNTED FDC 21.015 PIV. VERIFY FINAL LOCATION WITH ACFD PRIOR TO INSTALLATION 21.016 DOUBLE -DETECTOR CHECK VALVE ASSEMBLY WITH OS&Y, S.C.D. VERIFY FINAL LOCATION WITH ACFD PRIOR TO INSTALLATION Project ALAM 5053 FIRE GLEASON E CENTER DA TRAINING 94568 DRIVE, COUNTY DUBLIN, CA -2-301 1RIDGE LINE FOR FLOOR SLOPEillrff a a •\03.033 /.-\ -Hi r L 11L- +2 3/8" +2 3/8" +2 3/8" H 1 -I II 11 - 03.034 1 -II ,, _ a C C �- LO- V UP ' - Architect of Record SHAH A A A KI Contractor +1 1/4" +1 1/4" +1 1/4" +1 1/4" ` C +1" { �� p� ° (��� 2. /1 ° "°° 2 ,A pa B B 570 10th Oakland, Street, CA Suite 94607 201 Construction 1/8" EQ EQ 1/8" +1 +1 o - EQ-' --.EQ • • • J4 J13 +7/8" -2-301 NOTE: ' 2 301 THE TOP OF ALL FLOOR CURBS SHALL BE FLAT WITH THE MAXIMUM 8" CURB HEIGHT ESTABLISHED AT +0'-0" FLOOR ELEVATION. THE CURB HEIGHT WILL VARY AT ALL OTHER LOCATIONS, TYPICAL PROJECT NORTH Drawing Title FIRST LEVEL FLOOR - TRAINING TOWER 41) •PLAN Al2 2 2 2.4 A Drawing No. A-2-121 FIRST LEVEL DRAINAGE PLAN - TRAINING TOWER A4 SKA Project Number: 24702 RE: A4/ A-2-201 3/16" = 1'-0" 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R J112 2(I) GENERAL NOTES CLIENT R � ` ViCk (1R 1. THIS STRUCTURE IS A NON -OCCUPIED STRUCTURE USED FOR THE SOLE PURPOSE OF TRAINING ABLE-BODIED FIRE DEPARTMENT AND LAW ENFORCEMENT PERSONNEL. THIS STRUCTURE IS NOT DESIGNED TO ACCOMODATE THE GENERAL PUBLIC AND AS SUCH IS NOT DESIGNED IN CONFORMANCE WITH ACCESS AND BUILDING CODES FOR CIRCULATION, EXITING, OR LIFE SAFETY. SPECIFICATIONS AND EQUIPMENT SPECIFIED THEREIN FOR REQUIRED 2. CONTRACTOR SHALL THOROUGHLY REVIEW THE PROJECTCI:Crit COORDINATION AND INSTALLATION REQUIREMENTS. 3. FOR ADDITIONAL INFORMATION AND COORDINATION, REFER TO STRUCTURAL DRAWINGS. 4. REFER TO CIVIL DRAWINGS FOR SITE AND UTILITY INFRASTRUCTURE WORK. 5. DURING THE VARIOUS TRAINING SCENARIOS, THIS BUILDING WILL BE SUBJECT TO HIGH HEAT LEVELS AND FIREFIGHTERS WILL BE USING WATER THROUGHOUT THE BUILDING. INASMUCH, ALL INTERIOR AND EXTERIOR EXPOSED METAL SURFACES MUST BE PROTECTED FROM RUST AND CORROSION WITH EITHER FACTORY FINISHES, GALVANIZED METAL FINISH, OR HIGH TEMPERATURE PAINT FINISH. 6. UPON COMPLETION OF CMU, ALL WALL SURFACES SHALL BE SEALED WITH THE APPROVED MASONRY SEALER. REFER TO PROJECT SPECIFICATIONS. 7. CONTRACTOR SHALL COORDINATE ALL INTERIOR CONSTRUCTION, INCLUDING WALLS AND DOORS WITH THE INTERIOR FLOOR SLOPE PLANS AND STRUCTURAL ELEMENTS PRIOR TO COMMENCING CONSTRUCTION. 8. UPON FINAL CLEANING OF EXPOSED CONCRETE FLOORS, SURFACES SHALL BE PREPPED FOR APPLICATION OF SEALER PER PROJECT SPECIFICATIONS. 9. ALL PLUMBING FIXTURES SHOWN ON THIS PLAN ARE FOR TRAINING DIAGRAMS ONLY. THEY ARE N.I.C. AND ARE NOT ACTIVE. 441` n ,. `•' Q 411) -2-70 2.4 �t V I I . . - . • . I I 11 1 J4 I I 1 1 gLAM E DA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR OAKLAN D CA 94612 > P • � L � � � 1 � 1 � • � -2 301 J13 •- • -2-301 10' 4" - 15' - 21/4" g _ 7 7/g� 5'-4 8'-0 8'-8 8 -0 1 -4 15 -2 /4 • • • 1 .� • 11.093 O° 11.094 A� 2.6 ��v� 2.6 0 • , , , D -r-_'-//-II�=� I--��------- • I�A I % T • 0 �, 2 2i16. / o ' 2 70 );c08.O35( �08.035 i "' 04- PK18 o `• - / APARTMENT I- ATTIC s o ®/ ao / / 2-206 2-207 3' 41/4" 1 '. • 08.037 / • A4� 2 20 OO 8 8 4' - 0" 0c� M = 11.093 w 04.051 / I I • / I�■®I 0 / N GENERAL NOTES N I I I., = - IM / .1 Eo 3' 8" 4' 0" .' a 14' - 01 /4" • 1. DURING TRAINING SCENARIOS, FIREFIGHTERS WILL BE USING LARGE AMOUNTS OF WATER FOR THE EXTINGUISHING OF FIRE SIMULATIONS. THEREFORE, ALL FLOORS WITHIN THE TRAINING BUILDING ARE TO BE SLOPED AT A MINIMUM OF 1% FOR DRAINAGE, UNLESS OTHERWISE NOTED. . 2. THE INTENT OF WATER DRAINAGE WITH THE TRAINING BUILDING IS THROUGH THE SHOWN OPENINGS IN THE PERIMETER AND INTERIOR CMU WALLS. REFER TO NOTED DETAILS. FLOORS SHALL BE SLOPED AS SHOWN TO THESE LOCATIONS. 3. THE ELEVATIONS SHOWN ON THE DRAINAGE PLANS INDICATE ELEVATION ABOVE THE 0'-0" DATUM POINT ON EACH FLOOR LEVEL TO ACHIEVE SLOPE FOR DRAINAGE. THE MINIMUM AND MAXIMUM FLOOR SLAB THICKNESS SHALL BE AS ESTABLISHED ON THE STRUCTURAL DRAWINGS. 4. THE SURFACE OF ALL INTERIOR EXPOSED CONCRETE FLOORS SHALL BE A LIGHT BROOM FINISH SO AS NOT TO RESTRICT THE FLOW OF WATER TO THE SHOWN DRAINAGE POINTS. CONTRACTOR TO PROVIDE MOCK-UP OF FLOOR FINISH FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT OF CONCRETE FLOORS. 5. FIRE BRICK FINISH SHALL BE RECESSED AS NECESSARY TO BE SET FLUSH WITH THE ADJACENT EXPOSED CONCRETE SLAB FINISH. 6. INTERIOR FLOOR SLABS SHALL BE FLOOD TESTED FOR PROPER DRAINAGE. CONTRACTOR SHALL FLOOD THE FLOOR AREAS IN OBSERVATION BY THE ARCHITECT AND EL DORADO HILLS PERSONNEL DEMONSTRATE POSITIVE DRAINAGE. ANY AREAS OF PONDING OR STANDING WATER SHALL BE REPAIRED TO THE SATISFACTION OF THE ARCHITECT AND EL DORADO HILLS FIRE DEPARTMENT PERSONNEL. 7. UPON COMPLETION OF WATER DRAINAGE TESTING, ALL INTERIOR FLOOR SLABS SHALL BE SEALED WITH AN APPLIED SEALER PER PROJECT SPECIFICATIONS. 1-B / co • . UP / / o • • �� N I �� N Cil/ hl N- P"' N _ (2.A1) coI ,=. - ,,w �k `i +--W -- -- -- (2.A1) =..ems=- � G i����7 '�� '� e . I STAIR #3-2F / 21.011 �� �` • 2-205 • o ‘..._/ 08.034 HALL A4 u. 2-201 v • 2-201.1 FSR • � I EN `� M M •■ � -2-301 =-__���_____��_�M j • • _ _ • • - �/ re re 1 • I-- �� / • o NI 0 N 0 N/ • o c� o 0 08.034 N N o == 5' 8" 4 0 10' 0" % 'v - I MOTEL ROOM ° r II I.. i 2-202 11 4' - 0" 2' - 6" r11 - -•--- " • • 1 o v / B • -2-70 �I� 13.011 1I� 13.011 8. ii MOTEL ROOM i II T = r> L 1 L MOTEL ROOM I I 2-204 o _ _ ■ ---- ---- DN UP I ," G EcD 2-203 II / • • II I I I I I • • N o 'v / L `\ y 1 . . 1 . O N 4, 2-201.2 N N 07.081 N N "' M " ii Rol �i iiiiiiii a� ► ► _• i I ii�.i� 2.A N _,r 2.A • • - • • 05.052 05.056 o 6 (05.052) (05.056 K K -6-)TO 1' 3 7 8" 3' 4" 4' 0" 6' 4" 5' 0" 3' 4" 2' 8" -mum 4' 0" 2' • 2" 9' 2" 4' 0" 3' 4" 6' 0" 4' - 81/4" 16' 3 7/8" 1 21'-0" 17'-2" 23'-10" 62' 0" J J .1 2.2OD Al2-2-2 2.4 SECOND LEVEL FLOOR PLAN - TRAINING TOWER J4 RE: A1/A-1-311 3/16" =1'-0" 4111) J 11-2-2411) 2.4 LEGEND H (08.003) KEYNOTE APP BAY 106 ROOM NAME / NUMBER 1 I I I I G G WINDOW / STOREFRONT / AA CURTAIN WALL TAG, SEE A-### THROUGH A-### 106-7 DOOR TAG, SEE I I I I I I I i EQ 1 EQ EQ EQ EQ EQ t• • • +1/8" -+0'-0" +0'-0" +1/8" +0'-0" +1/8" F F CONCRETE WALL or COLUMN, S.S.D. FOR THICKNESS 2.B 2.B & REINFORCING a �, a a a _ a DN a a +1/8 �� w . CMU WALL, S.S.D. FOR THICKNESS & REINFORCING -----__ THERMAL WALL LINER M NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects .. .=-•�•�-•�-_ - --= a ALUMINUM GRATED FLOORING A4-1-2-2 4 ATTIC APARTMENT Revision Number DATE ISSUE DESCRIPTION E 07.065) 10IO2I2024 50% DESIGN DEVELOPMENT 2-207 03.033 2-206 - ASHPHALT SHINGLES 2' 4" 10' 8" 10' 8" 15' 2" - A-2-921 2 1 - - - - 07.066 � A (2.A1 L . _. e o. STA, 3-�F (2.A1 ) a �� 2-205 a �/ 07.066) HALL 08.034) (07.066 KEYNOTE ° (07.066) D " 2-201 I +2 3/8 07.066 A4 RIDGE LINE FOR FLOOR SLOPE FSR 03.033 ARROW INDICATES DOWNWARD DIRECTION OF FLOOR SLOPE, TYPICAL 03.034 SLOPE CONCRETE FLOORS TO DRAINAGE SCUPPERS SUCH THAT THERE ARE NO LOW SPOTS OR PONDING, TYP. 03.036 OUTLINE OF 4' X 4' OPENING IN SUSPENDED FLOOR SLAB ABOVE PER DETAIL 28/D-A9.30 04.051 PATTERN INDICATES AREA OF FIRE BRICK FLOORING, DEPRESSED INTO CONCRETE SLAB, TYPICAL 05.052 WELDED STAINLESS STEEL BAR GRATING, TYPICAL 05.056 4-FOOT WIDE SLIDING GATE WITH MECHANISM TO SECURE GATE IN BOTH FULL OPEN AND FULL CLOSE POSITIONS 07.065 EXTERIOR CLEAN -OUT SCUPPER THROUGH WALL AT FLOOR LINE PER DETAIL 26/D-A9.30, TYPICAL 07.066 INTERIOR DRAINAGE SCUPPER THROUGH WALL AT FLOOR LINE PER DETAIL 13/D-A9.30, TYPICAL 07.081 THERMAL WALL LINER FRAMING AND PANELS, TYPICAL 08.034 4 X 4 BREACH PANEL OPENING AT FLOOR LEVEL PER DETAIL 17/D A9.31 08.035 4' X 8' CEILING BREACH PROP AND 08.037 CAST IRON MANHOLE COVER INSTALLED 32"-DIAMETER OPENING IN ALLED FLUSH WITH WITH CAST IRON OADJAC ATING DJACENT SLOPED CONCRETE FLOOR SLAB SURFACE 11.093 SWIVEL WALL ANCHOR @ +42" A.F.F., S.S.D. 11.094 SWIVEL WALL ANCHOR POINT ABOVE OPENING HEAD ON EXTERIOR 13.011 DOOR PANELS WITH SLIDING DOOR HARDWARE PER DETAIL 7/D-A9.32 FOR CONSTRUCTION OF INTERCHANGEABLE TRAINING WALLS 21.011 FALSE FIRE SPRINKLER RISER WITH LATERAL ON FOURTH LEVEL PER DETAIL 17/D-A9.32 AND FIRE PROTECTION DRAWINGS �'r Project ALAM 5053 FIRE GLEASON E CENTERSTRUCTURAL DA TRAINING 94568 DRIVE, COUNTY DUBLIN, CA -2-301 - a ° ° ® a _- a VP �--( J a 08.034 ) 07.066 +2 3/8" (.03.034 ) _ _ a a" MOTEL ROOM MOTEL ROOM MOTEL ROOM 4 A 2 921 2-202 2-203 03.033 2-204 u + DN Architect of Record S K A H A W A S A H K I Contractor H 07.065 ) +5/8" +5/8" +5/8" +3/8" ,• : , _ a 4 a. - - . a 2.A a • 2.A 3 T 4Q / B B ARCHITECTSO 570 10th Oakland, Street, CA Suite 94607 201 RAC Construction 11111111111111111. 1I 11111111.111i1111111111111111111 I 1111111 1 I_. 3"\ / 2 921 ��� _- _ /NG - N +1/2" +1/2" +1/4" +1/2" NOTE: J13 J4 THE TOP OF ALL FLOOR CURBS SHALL BE FLAT WITH THE MAXIMUM 8" CURB HEIGHT ESTABLISHED AT +0' 0" FLOOR ELEVATION. THE CURB PROJECT NORTH Drawing Title SECOND LEVEL FLOOR PLAN - TRAINING TOWER -2-301 -2-301 HEIGHT WILL VARY AT ALL OTHER LOCATIONS, TYPICAL 411) Al2-2-2 41) 2.4 (Ali A Drawing No. A-2-122 SECOND LEVEL DRAINAGE PLAN - TRAINING TOWER A4 SKA Project Number: 24702 RE: A1/ A-1-311 3/16" = 1'-0" 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R 0J12 2-2 �'� �'� GENERAL NOTES CLIENT p R Vick, c`R 1. THIS STRUCTURE IS A NON -OCCUPIED STRUCTURE USED FOR THE SOLE PURPOSE OF TRAINING ABLE-BODIED FIRE DEPARTMENT AND LAW ENFORCEMENT PERSONNEL. THIS STRUCTURE IS NOT DESIGNED TO ACCOMODATE THE GENERAL PUBLIC AND AS SUCH IS NOT DESIGNED IN CONFORMANCE WITH ACCESS AND BUILDING CODES FOR CIRCULATION, EXITING, OR LIFE SAFETY. SPECIFICATIONS AND EQUIPMENT SPECIFIED THEREIN FOR REQUIRED 2. CONTRACTOR SHALL THOROUGHLY REVIEW THE PROJECTCI:Crit COORDINATION AND INSTALLATION REQUIREMENTS. 3. FOR ADDITIONAL INFORMATION AND COORDINATION, REFER TO STRUCTURAL DRAWINGS. 4. REFER TO CIVIL DRAWINGS FOR SITE AND UTILITY INFRASTRUCTURE WORK. 5. DURING THE VARIOUS TRAINING SCENARIOS, THIS BUILDING WILL BE SUBJECT TO HIGH HEAT LEVELS AND FIREFIGHTERS WILL BE USING THROUGHOUT THE BUILDING. INASMUCH, ALL INTERIOR AND EXTERIOR EXPOSED METAL SURFACES MUST BE PROTECTED FROM RUST AND CORROSION WITH EITHER FACTORY FINISHES, GALVANIZED METAL FINISH, OR HIGH TEMPERATURE PAINT FINISH. 6 THE APPROVED UPON (ON OF CMU, ALL MASONRY SEALER. ALL SURFACES SHALL BE SEALED WITH REFER TO PROJECT SPECIFICATIONS. 7. CONTRACTOR SHALL COORDINATE ALL INTERIOR CONSTRUCTION, INCLUDING WALLS AND DOORS WITH THE INTERIOR FLOOR SLOPE PLANS AND STRUCTURAL ELEMENTS PRIOR TO COMMENCING CONSTRUCTION. . 8UPON FINAL CLEANING OF EXPOSED CONCRETE FLOORS, SURFACES SHALL BE PREPPED FOR APPLICATION OF SEALER PER PROJECT SPECIFICATIONS. 9. ALL PLUMBING FIXTURES SHOWN ON THIS PLAN ARE FOR TRAINING DIAGRAMS ONLY. THEY ARE N.I.C. AND ARE NOT ACTIVE. 441 � ,. `'' Q Q �t �+ I I V 1 1 1 P ALAM E DA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAN D, CA 94612 P 1 05.056 )WATER 1 4 O.H. 14 8 16 0 /' b'� 3' 10" 8 0"12 0" 5' - 2" 5' - 4" 13' - 4" • J13 014 -2-301 (; 05.053 )-0-CANTILEVERED o ' 2-70 BALC NY 11.093 • • • • i p 2.6 \ \ \k,\ \ \ / / i(j I / /�7 / / / / / / / // • 2. D 0 ^ ^ N Q 07.033) �� o o / • °� ao 2 302.1 N / • v • N \ / N / / j 11.093/ /\ / 08.037 ' 4 1/4" • - / • / -en[; 06.011) C 06.011) - A4\-2-20 - / N / • • V - / .Sc. V / N i N GENERAL NOTES N / \ / N APARTMENT / / `� / \ ,o - / ® 1. DURING TRAINING SCENARIOS, FIREFIGHTERS WILL BE USING LARGE AMOUNTS OF WATER FOR THE EXTINGUISHING OF FIRE SIMULATIONS. THEREFORE, ALL FLOORS WITHIN THE TRAINING BUILDING ARE TO BE SLOPED AT A MINIMUM OF 1% FOR DRAINAGE, UNLESS OTHERWISE NOTED. 2. THE INTENT OF WATER DRAINAGE WITH THE TRAINING BUILDING IS THROUGH THE SHOWN OPENINGS IN THE PERIMETER AND INTERIOR CMU WALLS. REFER TO NOTED DETAILS. FLOORS SHALL BE SLOPED AS SHOWN TO THESE LOCATIONS. 3. THE ELEVATIONS SHOWN ON THE DRAINAGE PLANS INDICATE ELEVATION ABOVE THE 0'-0" DATUM POINT ON EACH FLOOR LEVEL TO ACHIEVE SLOPE FOR DRAINAGE. THE MINIMUM AND MAXIMUM FLOOR SLAB THICKNESS SHALL BE AS ESTABLISHED ON THE STRUCTURAL DRAWINGS. 4. THE SURFACE OF ALL INTERIOR EXPOSED CONCRETE FLOORS SHALL BE A LIGHT BROOM FINISH SO AS NOT TO RESTRICT THE FLOW OF WATER TO THE SHOWN DRAINAGE POINTS. CONTRACTOR TO PROVIDE MOCK-UP OF FLOOR FINISH FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT OF CONCRETE FLOORS. 5. FIRE BRICK FINISH SHALL BE RECESSED AS NECESSARY TO BE SET FLUSH WITH THE ADJACENT EXPOSED CONCRETE SLAB FINISH. 6. INTERIOR FLOOR SLABS SHALL BE FLOOD TESTED FOR PROPER DRAINAGE. CONTRACTOR SHALL FLOOD THE FLOOR AREAS IN OBSERVATION BY THE ARCHITECT AND EL DORADO HILLS PERSONNEL TO DEMONSTRATE POSITIVE DRAINAGE. ANY AREAS OF PONDING OR STANDING WATER SHALL BE REPAIRED TO THE SATISFACTION OF THE ARCHITECT AND EL DORADO HILLS FIRE DEPARTMENT PERSONNEL. . 7UPON COMPLETION OF WATER DRAINAGE TESTING, ALL INTERIOR FLOOR SLABS SHALL BE SEALED WITH AN APPLIED SEALER PER PROJECT SPECIFICATIONS. 2-302 • / • - / 07.031 07.031 .- zr' 7 • • / �� I / (2.A1) n STAIR #3-3F (2.A1) o • • 4, • • �� - / 21.011 �/ N / 2-301 • o / (04.022) o / 11.093 I M A4 11.906 a, / 2 301 FSR M 05.058 J44-2-202 2 301 / I \ \ \ \ \ \ \ y • • / • • • OPEN ROOF / Ti� - -�4 - ' '� 1/ SURFACE , / L J J ------ � � � � � � � � � � � � � �� �� i i�i i i i i i i i i i i • • • i i i i i i i i i i i i i� „, zo 04.051 1 v y L L ,, DN o 32' -10" 7 / (06.012) 05.041 07.081 ow/ (05 1 / i 2.A i _trfir►����r//// 2.A _ �. T N Q .4p• . 05.053 O°� J4 K K 04.022� 01 F7 -L 2 70 7' 4" 10' 0" 3' 8" • �2' • 07.032 4' - 21/4" 4' - 0" 7' - 4" 4' - 0" 4' - 3 7/8" 4" O H. 6" O.H. ll T 21' - 0" 17' - 2" 23' - 10" • • 62' - 0" 2.1 0 Al2-2-2 2.4 J J LEGEND (08.003) KEYNOTE APP BAY THIRD LEVEL FLOOR PLAN - TRAINING TOWER J4 RE: A4/ A-2-201 3/16" = 1'-0" 106 ROOM NAME / NUMBER H J11-2-2 0 (I) 2.4 H I WINDOW / STOREFRONT / AA CURTAIN WALL TAG, SEE A-### THROUGH A-### 106-7 DOOR TAG, SEE G G CONCRETE WALL or COLUMN, S.S.D. FOR THICKNESS & REINFORCING 1 i it CMU WALL, S.S.D. FOR THICKNESS & REINFORCING -1/2" THERMAL WALL LINER EQ EQ J13 • • • -2-301 ® +0'-0" ALUMINUM GRATED FLOORING F � 2.6 - a� / i / , i /- , .i i � / ,6. 7 / / / / i- i l 7 i - - 2.6 ASHPHALT SHINGLES \ v / \ / \ / \ / +1/8" \ / V / v +1/8" - NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects \ 05.042 )---0-/ \ / \ - - - - x \ / - - \ OPENEL6W OPEO-Q BEL/OW \ KEYNOTE A4\-2-20 / \ / \ - - - \ Revision Number DATE ISSUE DESCRIPTION E \ / V 10/02/2024 50% DESIGN DEVELOPMENT \ \ 03.033 ARROW INDICATES DOWNWARD DIRECTION OF FLOOR SLOPE, TYPICAL 03.034 SLOPE CONCRETE FLOORS TO DRAINAGE SCUPPERS SUCH THAT THERE ARE PONDING, TYP. NO LOW SPOTS OR PET WALL 04.022 48" TALL CMU PARAPET WALWITH G.I. CAP PER DETAIL 6/D-A9.32, TYPICAL 04.051 PATTERN INDICATES AREA OF FIRE BRICK FLOORING, DEPRESSED INTO STRUCTURAL CONCRETE SLAB, TYPICAL 05.041 INFILL NORTH SIDE OF ATTIC SPACE ABOVE CUT DOWN ROOF ASSEMBLY WITH METAL DECKING (FLUTES HORIZONTAL) ATTACHED TO 4" LGMF 05.042 INFILL WEST SIDE OF ATTIC SPACE BETWEEN ROOFS WITH METAL DECKING (FLUTES HORIZONTAL) ATTACHED TO 4" LGMF ED STAINLESS STEEL BAR G, TYPICAL 05.053 3'-6" TTALLL EXPOSED GALVANIZED ATEEN GUARDRAIL ASSEMBLY WITH ALL WELDS GROUND SMOOTH 05.056 4-FOOT WIDE SLIDING GATE WITH MECHANISM TO SECURE GATE IN BOTH FULL -OPEN AND FULL -CLOSE POSITIONS 05.058 METAL FABRICATED PIVOT PARTITION PER DETAIL 8/D-A9.32 06.011 8' X 8' ROOF VENTILATION CUT -DOWN PANEL AREA PER DETAIL 7/D-A9.30 06.012 FLAT ROOF CUT DOWN PROP @ +16" AFF CONSISTING OF 3/4" PLYWOOD OVER WOOD PURLINS SIDE -HUNG OFF CONCRETE CURBS @ 8'-0" O.C., S.S.D. 07.031 ASPHALT SHINGLE ROOFING OVER PLYWOOD AND NAILERS ATTACHED TO CONCRETE ROOF SLAB 07.032 ASPHALT SHINGLE ROOFING OVER PLYWOOD ATTACHED TO METAL DECK OVER STEEL ROOF FRAMING, S.S.D. 07.033 ARROW INDICATES DOWNWARD DIRECTION OF ROOF SLOPE, TYPICAL 07.065 EXTERIOR CLEAN -OUT SCUPPER THROUGH WALL AT FLOOR LINE PER DETAIL 26/D-A9.30, TYPICAL 07.066 INTERIOR DRAINAGE SCUPPER THROUGH WALL AT FLOOR LINE PER DETAIL 13/D A9.30, TYPICAL 07.081 THERMAL WALL LINER FRAMING AND PANELS, TYPICAL 08.036 4' X 4' CEILING BREACH PROP 08.037 32"-DIAMETER OPENING IN FLOOR WITH CAST IRON MOUNTING RING AND CAST IRON MANHOLE COVER INSTALLED FLUSH WITH ADJACENT SLOPED CONCRETE FLOOR SLAB SURFACE 11.093 SWIVEL WALL ANCHOR @ +42" A.F.F., S.S.D. 11.906 OUTLINE OF 8' X 8' SHADE TENT. PROVIDE THREADED INSERTS EMBEDDED IN SLAB PER DETAIL 30/D-A9.30 AT TENT CORNERS FOR ANCHORAGE 21.011 FALSE FIRE SPRINKLER RISER WITH LATERAL ON FOURTH LEVEL PER DETAIL 17/D-A9.32 AND FIRE PROTECTION DRAWINGS - / \ 'T- \ \ - 4" ! 4" - - % 03.033 - v / \ (7 \ �\ -a / \ 07.066 _\ (2.A1) -./ (2.AI) "/ �/ APARTMENT STAIR #3-3F \-_/ +1 3/4" 07.065 +1 3/4" \ 2-302 2-301 " D D \ \ A4 07.066( 03.034) I �� J44-2-202 Project ALAM 5053 FIRE GLEASON E CENTER DA TRAINING 94568 DRIVE, COUNTY DUBLIN, CA -2-301 \ RIDGE LINE FOR FLOOR SLOPE /- -y-_ / / / /a 7- '/ - - - -3/8" \ 2 (03.034)G 2 3/8 2 3/8" \ \ i 7 \ \ - ° 07.081 C `+ - \ -• / (08.036) \ \ Architect of Record SHAH K A W A S A K I Contractor +1 1/4" - ,/ \ +1 1/4" +1 1/4" +1 1/4" 07.065 +1 1/4" 4' - 0" VI s�_I �e�i _' v MraormAcsrArAMMIII . - - 1 I M��� 2.A - - - .,°" ' -. ' - ..:,:d���i�I - - 2.A Aa- B B J4 ARCHITECTSO1E1tIIL 570 10th Oakland. Street, CA Suite 94607 201 • Construction 1 3' - 0" 6' - 6" 7' -10" 3' - 8" 10' - 0" 7' - 2" -2-301 23' -10" T 411) T t Al2-2-2 41) T 2 4 PROJECT NORTH (Ali Drawing Title THIRD LEVEL FLOOR PLAN TRAINING TOWER A Drawing No. A-2-123 THIRD LEVEL DRAINAGE PLAN - TRAINING TOWER A4 SKA Project Number: 24702 RE: A4/ A-2-201 3/16" = 1'-0" 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R 7 J12ACCOMODATE J12 GENERAL NOTES CLIENT qRVIck,,.., V ^ Cr,� p R 1. THIS STRUCTURE IS A NON -OCCUPIED STRUCTURE USED FOR THE SOLE PURPOSE OF TRAINING ABLE-BODIED FIRE DEPARTMENT AND LAW ENFORCEMENT PERSONNEL. THIS STRUCTURE IS NOT DESIGNED TO THE GENERAL PUBLIC AND AS SUCH IS NOT DESIGNED IN CONFORMANCE WITH ACCESS AND BUILDING CODES FOR CIRCULATION, EXITING, OR LIFE SAFETY. 2. CONTRACTOR SHALL THOROUGHLY REVIEW THE PROJECT SPECIFICATIONS AND EQUIPMENT SPECIFIED THEREIN FOR REQUIRED COORDINATION AND INSTALLATION REQUIREMENTS. 3. FOR ADDITIONAL INFORMATION AND COORDINATION, REFER TO STRUCTURAL DRAWINGS. 4. REFER TO CIVIL DRAWINGS FOR SITE AND UTILITY INFRASTRUCTURE WORK. 5. DURING THE VARIOUS TRAINING SCENARIOS, THIS BUILDING WILL BE SUBJECT TO HIGH HEAT LEVELS AND FIREFIGHTERS WILL BE USING WATER THROUGHOUT THE BUILDING. INASMUCH, ALL INTERIOR AND EXTERIOR EXPOSED METAL SURFACES MUST BE PROTECTED FROM RUST AND CORROSION WITH EITHER FACTORY FINISHES, GALVANIZED METAL OR HIGH TEMPERATURE PAINT FINISH. 6. UPON COMPLETION OF CMU, ALL WALL SURFACES SHALL BE SEALED WITH THE APPROVED MASONRY SEALER. REFER TO PROJECT SPECIFICATIONS. 7. CONTRACTOR SHALL COORDINATE ALL INTERIOR CONSTRUCTION, INCLUDING WALLS AND DOORS WITH THE INTERIOR FLOOR SLOPE PLANS AND STRUCTURAL ELEMENTS PRIOR TO COMMENCING CONSTRUCTION. 8. UPON FINAL CLEANING OF EXPOSED CONCRETE FLOORS, SURFACES SHALL BE PREPPED FOR APPLICATION OF SEALER PER PROJECT SPECIFICATIONS. ALL PLUMBING FIXTURES SHOWN ON THIS PLAN ARE FOR TRAINING DIAGRAMS ONLY. THEY ARE N.I.C. AND ARE NOT ACTIVE. rrrr,, 1144 n Gil 7 97/8" 2.3 J4 -2-301 15'-2" A 2 20 2.4 8'-8" i �A220� J4 2'4 Q15' Q • -2 - 2 1/4" 301 8' - 7 7/8" y I OF 101 I • 5'-10" 4'-0" 5 -41/4" • • 1 2' - 2" • 010 -2-70 • • • K14 -2-70 2.6 • • • • • 2.6 1 1 11 1I 1 1 1 I I _g ALAM E DA COUNTY GENERAL SERVICES AGENCY 140 1 �' `��S IDE DRIVE, OTH LOO R, OAKLAN D, CA 94612 P JIB • • • • : : 2.6 IIII • / M • E. / • jl fl n n o f fl F fl f f l l II l II I / / • • 08.037 • 1 1 n /•FINISH, / -1 II IIII 1I= IIII �� I 11 111 IT`. INWARD ----- / /• I �1 'Ill / SWINGING lL--- C11.095 il �II / / • 3' 4" - • 1 f 1 4' 10" • (08.037 • 3' - 4 1 /4" ------ / • In n T 04.022 • /• • • �� In fly �� Ll • �05.053 I O° I flr 11 �� 1j L Z Q I (05.075)/ oo IIII 1 M Z Z . / 05.056 11.093 • / ° • III I • / / • (11.093) 111 • •_ • fl IIII 1 � �� � o j / �\ I �� 11 fl 1 1 11 n II 1 o z • STAIR •/ • �\ 3 6 IN , ,, I , fl IIII fl L1M o, 2-401. (2.A1 �rr�r �r Irtr r I �/ (2.A1) (2 Al (2.A1) • m �� 11. 095 / (21.011) �� �� I 11.093 �� • STAIR #3-5F • '7)o A4 w/ CC w APARTMENT • • v li • • �, <, J4 • OPEN ROOF • J-501 2-501 / • M GENERAL NOTES N N A4 SURFACE FSR 2 401 FSR 2 2-402 A 2 202 2 301 • I/ 11.095 / / / / / / �� 2 301to 1. DURING TRAINING SCENARIOS, FIREFIGHTERS WILL BE USING LARGE AMOUNTS OF WATER FOR THE EXTINGUISHING OF FIRE SIMULATIONS. THEREFORE, ALL FLOORS WITHIN THE TRAINING BUILDING ARE TO BE SLOPED AT A MINIMUM OF 1% FOR DRAINAGE, UNLESS OTHERWISE NOTED. 2. THE INTENT OF WATER DRAINAGE WITH THE TRAINING BUILDING IS THROUGH THE SHOWN OPENINGS IN THE PERIMETER AND INTERIOR CMU WALLS. REFER TO NOTED DETAILS. FLOORS SHALL BE SLOPED AS SHOWN TO THESE LOCATIONS. 3. THE ELEVATIONS SHOWN ON THE DRAINAGE PLANS INDICATE ELEVATION ABOVE THE 0'-0" DATUM POINT ON EACH FLOOR LEVEL TO ACHIEVE SLOPE FOR DRAINAGE. THE MINIMUM AND MAXIMUM FLOOR SLAB THICKNESS SHALL BE AS ESTABLISHED ON THE STRUCTURAL DRAWINGS. 4THE SURFACE OF ALL INTERIOR EXPOSED CONCRETE FLOORS SHALL BE . A LIGHT BROOM FINISH SO AS NOT TO RESTRICT THE FLOW OF WATER TO THE SHOWN DRAINAGE POINTS. CONTRACTOR TO PROVIDE MOCK-UP OF FLOOR FINISH FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT OF CONCRETE FLOORS. 5. FIRE BRICK FINISH SHALL BE RECESSED AS NECESSARY TO BE SET FLUSH WITH THE ADJACENT EXPOSED CONCRETE SLAB FINISH. 6. INTERIOR FLOOR SLABS SHALL BE FLOOD TESTED FOR PROPER DRAINAGE. CONTRACTOR SHALL FLOOD THE FLOOR AREAS IN OBSERVATION BY THE ARCHITECT AND EL DORADO HILLS PERSONNEL TO DEMONSTRATE POSITIVE DRAINAGE. ANY AREAS OF PONDING OR STANDING WATER SHALL BE REPAIRED TO THE SATISFACTION OF THE ARCHITECT AND EL DORADO HILLS FIRE DEPARTMENT PERSONNEL. 7. UPON COMPLETION OF WATER DRAINAGE TESTING, ALL INTERIOR FLOOR SLABS SHALL BE SEALED WITH AN APPLIED SEALER PER PROJECT SPECIFICATIONS. z A4 • = • 2-402 • • • - • • A4 I • 1=M • • •`71 g zA-2-20 EQ EQ zA 2 20 • o 21.011 ) M 1_ o Z < + • co 6' 6" • z Z,, I (21.014) (07.032) ► • 13'-41/4" v • o 04.05 M M o (07.081) 4' 0 �11.095 N F�07.033 • J J Jos I p 2.A 11LL11!J1L 1111 1LJ J11 �• /y t 2. 2.A 2.A Li I [1 Li 1 1 L Li L H 1 L Li_ __ 2 2_g ll �� 111 �� II LJ �� 111 �� I II Ij �� 111 - 2' 2"O.H. 1' 4"O.H. • o L 1 L "' " 3' 10" 4'-0" 7'-4" 4'-0" 4'-8" 23' 10" • • 23' -10" • • 2.3 -• Al2 2.4 • Al2 2.4 K K zA_2_202 �/ zA-2-202 �� FIFTH LEVEL FLOOR PLAN - TRAINING TOWER J 13 FOURTH LEVEL FLOOR PLAN - TRAINING TOWER J4 LEGEND J RE: A4/ A-2-201 3/16" =11-0" RE: A4/ A-2-201 3/16" =11-0" J4 J12 A-2-20 (08.003) KEYNOTE APP BAY 106 ROOM NAME / NUMBER H H / \ WINDOW / STOREFRONT / J CURTAIN WALL TAG, SEE A-### THROUGH A-### 106-7 DOOR TAG, SEE • J4 A-2-20 / Q G G 2.6 -2 301 2.4 2.6 10' 2'-6" 9'-4" -2 301 3'-4" CONCRETE WALL or COLUMN, S.S.D. FOR THICKNESS & REINFORCING 1 / /1 CMU WALL, S.S.D. FOR THICKNESS & REINFORCING THERMAL WALL LINER • • 07.065 2.6 ` 2.6 ® a ° �,��� ///_/// ,,,/ ///_///,°/, /8" ALUMINUM GRATED FLOORING F F +1 / +1/8 1 ASHPHALT SHINGLES /- - - - 1/ NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects A-2-921 1 C 05.075 �� Revision Number DATE ISSUE DESCRIPTION E - 03.033 - - 03.033 10/02/2024 50% DESIGN DEVELOPMENT I / (07.066 ) /---.‘ r"--\ 07.066 �\ "..---\ (2.A1) �� \ STAIR #3-5F (2.A1) �� j2.A1) (2.A1) + STAIR #3-4F �� APARTMENT 2-401 2-402 03.034 2-501 A4 A4 FSR J4 FSR A4-2 ` U 2-2 A 2 202 301 i RIDGE LINE FOR FLOOR SLOPE /-9 I_' y 301 RIDGE LINE FOR FLOOR SLOPEfr)z///.' KEYNOTE zA-220 �_ / D A4 C 03.034 zA-2-20 + +2 3/8" +2 3/8" -/ 03.033 ARROW INDICATES DOWNWARD DIRECTION OF FLOOR SLOPE, TYPICAL 03.034 SLOPE CONCRETE FLOORS TO DRAINAGE SCUPPERS SUCH THAT THERE ARE NO LOW SPOTS OR PONDING, TYP. 04.022 48" TALL CMU PARAPET WALL WITH G.I. CAP PER DETAIL 6/D-A9.32, TYPICAL 04.051 PATTERN INDICATES AREA OF FIRE BRICK FLOORING, DEPRESSED INTO STRUCTURAL CONCRETE SLAB, TYPICAL 05.053 3'-6" TALL EXPOSED GALVANIZED STEEL GUARDRAIL ASSEMBLY WITH ALL WELDS GROUND SMOOTH 05.056 4-FOOT WIDE SLIDING GATE WITH MECHANISM TO SECURE GATE IN BOTH FULL -OPEN AND FULL -CLOSE POSITIONS 05.075 FABRICATEDGALVANIZED STEEL LADDER EXTENDING FROM FIFTH ROOF OVER STAIR #3 07.032 ASPHALT SHINGLE ROOFING OVER PLYWOOD ATTACHED TO METAL DECK OVER STEEL ROOF FRAMING, S.S.D. 07.033 ARROW INDICATES DOWNWARD DIRECTION OF ROOF SLOPE, TYPICAL 07.065 EXTERIOR CLEAN -OUT SCUPPER THROUGH WALL AT FLOOR LINE PER DETAIL 26/D-A9.30, TYPICAL 07.066 INTERIOR DRAINAGE SCUPPER THROUGH WALL AT FLOOR LINE PER DETAIL 13/D-A9.30, TYPICAL 07.081 THERMAL WALL LINER FRAMING AND PANELS, TYPICAL 08.037 32"-DIAMETER OPENING IN FLOOR WITH CAST IRON MOUNTING RING AND CAST IRON MANHOLE COVER INSTALLED FLUSH WITH ADJACENT SLOPED CONCRETE FLOOR SLAB SURFACE 11.093 SWIVEL WALL ANCHOR @ +42" A.F.F., S.S.D. 11.095 SWIVEL FLOOR ANCHOR POINT 21.011 FALSE FIRE SPRINKLER RISER WITH LATERAL ON FOURTH LEVEL PER DETAIL 17/D-A9.32 AND FIRE PROTECTION DRAWINGS 21.014 APPROXIMATE LOCATION OF OVERHEAD FIRE SPRINKLER LATERAL WITH STANDING -HEIGHT SHUT-OFF VALVE IN STAIR 3, SEE FIRE PROTECTION DRAWINGS. +2 3/8" Project ALAM 5053 FIRE GLEASON E CENTER DA TRAINING 94568 DRIVE, COUNTY DUBLIN, CA \ " _ C +1 1/4" +1 1/4" \ +1 1/4" +1 1/4" i Architect of Record SHAH K A W A S A K Contractor ■ 2.A NC / { / / / / N ' 2.A 2.A } 23' - 10" 2.A } N N N N N ,7 N N NOTE: NOTE: THE TOP OF ALL FLOOR CURBS SHALL BE FLAT WITH THE MAXIMUM 8" CURB HEIGHT ESTABLISHED AT +0'-0" FLOOR ELEVATION. THE CURB HEIGHT WILL VARY AT ALL OTHER LOCATIONS, TYPICAL 23' 10" THE TOP OF ALL FLOOR CURBS SHALL BE FLAT WITH THE MAXIMUM 8" CURB HEIGHT ESTABLISHED AT +0' 0" FLOOR ELEVATION. THE CURB B B ARCHITECTS 570 I Oth Oakland, Street, CA Suite 94607 201 �� Construction • • HEIGHT WILL VARY AT ALL OTHER LOCATIONS, TYPICAL 2.4 • Al2 �PNOR H Al2 2.4 Drawing Title FOURTH & FIFTH LEVEL FLOOR PLANS - TRAINING TOWER zA-2-202 1 zA-2-202 �� A A Drawing No. A-2-124 FIFTH LEVEL DRAINAGE PLAN - TRAINING TOWER A13 FOURTH LEVEL DRAINAGE PLAN - TRAINING TOWER A4 SKA Project Number: 24702 RE: A4/ A-2-201 3/16" = 1'-0" RE: A4/ A-2-201 3/16" = 1'-0" 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 121 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R e 1 1 I 1 • 2.4 J4OF GENERAL NOTES CLIENT p R �7� rr ca V ` c�� 1. THIS STRUCTURE IS A NON -OCCUPIED STRUCTURE USED FOR THE SOLE PURPOSE OF TRAINING ABLE-BODIED FIRE DEPARTMENT AND LAW ENFORCEMENT PERSONNEL. THIS STRUCTURE IS NOT DESIGNED TO ACCOMODATE THE GENERAL PUBLIC AND AS SUCH IS NOT DESIGNED IN CONFORMANCE WITH ACCESS AND BUILDING CODES FOR CIRCULATION, EXITING, OR LIFE SAFETY. 7 Q � NV 4'-8" 4'-0" 2 11'-71/2" 301 4'-4" 14'-11L112"-- u 1 l' -2 J 301 P ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOROAKLAN D, CA 94612 , P • f 16 • • 16 • 2-80 -2-80 aa: a4 as ° ° --'' - - - d - 4- (2.B,) • _ O 0 LEGEND (08.035) [(0803:) ° °" 1 _, ‹__} as_ CONCRETE WALL orCOLUMN, .. .° _ ; , : °. :a - .. a' H 1 4. - -. d ' I,j d- S.S.D. FOR THICKNESS & REINFORCING SPLIT FACE CMU WALL, S.S.D. FOR _ a .. _ - - " d e ,.: e°;" -,-°d •. - - .6-''.' " 4i - ° A in4 -° d, ° . - III--- - III a_ I I-i_ of z . -/-A THICKNESS & REINFORCING CMU WALL, S.S.D. FOR ^ • _ d _ - . , _ ° a° _ a ° 4° . 4 _ - m _ - _ _ d e _ d = , - - ' ad - e _ - ° - d b - ° n = _ ° ..° - ° P _ n _4 III, - d ° s �///� THICKNESS &REINFORCING (2.A1) . adr 4p d ° ° ® FIRE BRICK LINING ° d . _ d a �13.013� d 4 dm A4 11 11 11 ° ° -2-301 a _ - _ ° THERMAL WALL LINER M M TT a °-4� 9 - ° . _, - - a -d - °d _ ., _ _ _` EXPOSED CONCRETE a b i3013)< a °° °O Ad d;° ° ° °,d, THERMAL LINER PANELS m PREFINISHED METAL SOFFIT PANELS II- II II II K K J FIRST LEVEL REFLECTED CEILING PLAN - TOWER BUILDING K4 RE: A4/ A-2-201 3/16" = 1'-0" e • J4 2.4 H G G -2-301 -2 301 el 2.6 — 44 c4 Of KEYNOTE NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects / sd - 4 d a ` "` ° - 4 - TT — — — / v 4. �._ _ a ° - ° 07.082 THERMAL LINING AT CEILING, SECURED TO UNDERSIDE OF CONCRETE SLAB ABOVE 08.035 4' X 8' CEILING BREACH PROP 08.036 4' X 4' CEILING BREACH PROP 13.012 DOUBLE TRACK ASSEMBLY FOR SLIDING DOOR PANELS SECURED TO BOTTOM OF CONCRETE SLAB ABOVE 13.013 TRACK ASSEMBLY FOR SLIDING DOOR SECURED TO BOTTOM OF CONCRETE SLAB ABOVE \ ° a° ; m _ \ / x ° e Revision Number DATE ISSUE DESCRIPTION E \ / a a , z '• ° 4 ° 10/02/2024 50% DESIGN DEVELOPMENT ( 07.082) \ _ ° ° d: ° ° / 4 ° " e - ° _ a : , ° - d / \ / _ - / \�.,_.- a ° ° " ° d ° ° ' _ ° , ° . d, ° m .A1) _ ,_ _ O. d`°°d O ° _ �° D D Project ALAMEDA 5053 FIRE GLEASON CENTER TRAINING 94568a DRIVE, E, COUNTY DUBLIN, UBLIN, CA 2301II 1 1°11 d ° ° d _a_ ° ° a d ° = as ° °a ° °d $ n ° s 21 I -d ° - 07.082 _ 3 _ _ - s ° - _ °��: °' ° a :_- e e° ° e °`� ° a: ° � C13o�2) °(13.012) m ° d 0° (08.036) ° °pa a ` Architect of Record SHAH KAWASAKI Contractora a Q , A B B ARCHITECTS 570 I0th Oakland, Street, CA Suite 94607 201 OAAt Construction 28 -2-80 pRo EG NpRTH_ (Ali Drawing Title FIRST & SECOND LEVEL RCP TOWER BUILDING A Drawing No. A.2.1 31 SECOND LEVEL REFLECTED CEILING PLAN - TRAINING TOWER A4 SKA Project Number: 24702 RE: Al / A-1-311 3/16" = 1'-0" 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 3 (2.A11 ) a a a v d ° e. d _dam -. ' - - a_ ° d - - a - _ - - x d°,d d_ e a_ ,".°' .d d d - ,.' _ d; _ a °' e;- -.. ed. _ ° a,° ° .. a- -. — �, - e 9 III -.d - 'll .de _ _ Jr- m d, l L- a .- - III a_ - I. - III' - { ' -I1r'. ' ' al ..' _ ,. _ILI _ r . , ed III -a d; e Ill- °h -a, III-,_ - 1 - A. III.1. ; • - • , , , • S a - d e adu n d AV tr - 4 4. 0 3 GENERAL NOTES THIS STRUCTURE IS A NON -OCCUPIED STRUCTURE USED FOR THE SOLE PURPOSE OF TRAINING ABLE-BODIED FIRE DEPARTMENT AND LAW ENFORCEMENT PERSONNEL. THIS STRUCTURE IS NOT DESIGNED TO ACCOMODATE THE GENERAL PUBLIC AND AS SUCH IS NOT DESIGNED IN CONFORMANCE WITH ACCESS AND BUILDING CODES FOR CIRCULATION, EXITING, OR LIFE SAFETY. CLIENT R LEGEND (2.A1) (2.A1H THIRD LEVEL REFLECTED CEILING PLAN - TRAINING TOWER RF. A4/ A-2-201 J4 3/16" = 1'-0" pRo3ECT NpRTH CONCRETE WALL or COLUMN, S.S.D. FOR THICKNESS & REINFORCING SPLIT FACE CMU WALL, S.S.D. FOR THICKNESS & REINFORCING CMU WALL, S.S.D. FOR THICKNESS & REINFORCING FIRE BRICK LINING THERMAL WALL LINER EXPOSED CONCRETE THERMAL LINER PANELS PREFINISHED METAL SOFFIT PANELS ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P N L K J H G KEYNOTE FIFTH LEVEL RCP - TRAINING TOWER A13 FOURTH LEVEL RCP - TRAINING TOWER A4 05.058 METAL FABRICATED PIVOT PARTITION PER DETAIL 8/D-A9.32 07.082 THERMAL LINING AT CEILING, SECURED TO UNDERSIDE OF CONCRETE SLAB ABOVE 21.014 APPROXIMATE LOCATION OF OVERHEAD FIRE SPRINKLER LATERAL WITH STANDING -HEIGHT SHUT-OFF VALVE IN STAIR 3, SEE FIRE PROTECTION DRAWINGS. NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 I0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title THIRD, FOURTH, & FIFTH LEVEL RCP - TOWER BUILDING Drawing No. A-2-132 A RE: A4/ A-2-201 3/16" = 1'-0" RE: A4/ A-2-201 3/16" = 1'-0" SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 CLIENT (2.A1) 15'-2" rcC_c M _—c--c— 111�� 111111�111�111�1111�111�111M ale.=_� ,— I II III I II MIL J 11 II 11 11 II 11 11 II 11 11 II 11 11 II 11 11 _ . 1.11111L 1111d 11111��L Hill 1111E 11 1U 1111U 1111E 111111 1111,•� LLLL L]IL161�JHIL J HLL UJ �J1L 1 J1LLLIJ1LJN 1_ 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 J 11 11 11 1 11 11 11 11 1 11 11 1 11 11 11 11 11 11 1111 8'-8" (11.095) 03.033 (05.075) (11.095) ( 03.037 05.053 05.056 M (2.A1) GENERAL NOTES 1. THIS STRUCTURE IS A NON -OCCUPIED STRUCTURE USED FOR THE SOLE PURPOSE OF TRAINING ABLE-BODIED FIRE DEPARTMENT AND LAW ENFORCEMENT PERSONNEL. THIS STRUCTURE IS NOT DESIGNED TO ACCOMODATE THE GENERAL PUBLIC AND AS SUCH IS NOT DESIGNED IN CONFORMANCE WITH ACCESS AND BUILDING CODES FOR CIRCULATION, EXITING, OR LIFE SAFETY. 2. CONTRACTOR SHALL THOROUGHLY REVIEW THE PROJECT SPECIFICATIONS AND EQUIPMENT SPECIFIED THEREIN FOR REQUIRED COORDINATION AND INSTALLATION REQUIREMENTS. 3. FOR ADDITIONAL INFORMATION AND COORDINATION, REFER TO STRUCTURAL DRAWINGS. 4. REFER TO CIVIL DRAWINGS FOR SITE AND UTILITY INFRASTRUCTURE WORK. 5. DURING THE VARIOUS TRAINING SCENARIOS, THIS BUILDING WILL BE SUBJECT TO HIGH HEAT LEVELS AND FIREFIGHTERS WILL BE USING WATER THROUGHOUT THE BUILDING. INASMUCH, ALL INTERIOR AND EXTERIOR EXPOSED METAL SURFACES MUST BE PROTECTED FROM RUST AND CORROSION WITH EITHER FACTORY FINISHES, GALVANIZED METAL FINISH, OR HIGH TEMPERATURE PAINT FINISH. 6. UPON COMPLETION OF CMU, ALL WALL SURFACES SHALL BE SEALED WITH THE APPROVED MASONRY SEALER. REFER TO PROJECT SPECIFICATIONS. 7. CONTRACTOR SHALL COORDINATE ALL INTERIOR CONSTRUCTION, INCLUDING WALLS AND DOORS WITH THE INTERIOR FLOOR SLOPE PLANS AND STRUCTURAL ELEMENTS PRIOR TO COMMENCING CONSTRUCTION. 8. UPON FINAL CLEANING OF EXPOSED CONCRETE FLOORS, SURFACES SHALL BE PREPPED FOR APPLICATION OF SEALER PER PROJECT SPECIFICATIONS. 9. ALL PLUMBING FIXTURES SHOWN ON THIS PLAN ARE FOR TRAINING DIAGRAMS ONLY. THEY ARE N.I.C. AND ARE NOT ACTIVE. GENERAL NOTES STAIR TOWER ROOF PLAN - TRAINING TOWER RE: A4/ A-2-201 J4 3/16" =1'-0" 1. DURING TRAINING SCENARIOS, FIREFIGHTERS WILL BE USING LARGE AMOUNTS OF WATER FOR THE EXTINGUISHING OF FIRE SIMULATIONS. THEREFORE, ALL FLOORS WITHIN THE TRAINING BUILDING ARE TO BE SLOPED AT A MINIMUM OF 1% FOR DRAINAGE, UNLESS OTHERWISE NOTED. 2. THE INTENT OF WATER DRAINAGE WITH THE TRAINING BUILDING IS THROUGH THE SHOWN OPENINGS IN THE PERIMETER AND INTERIOR CMU WALLS. REFER TO NOTED DETAILS. FLOORS SHALL BE SLOPED AS SHOWN TO THESE LOCATIONS. 3. THE ELEVATIONS SHOWN ON THE DRAINAGE PLANS INDICATE ELEVATION ABOVE THE 0'-0" DATUM POINT ON EACH FLOOR LEVEL TO ACHIEVE SLOPE FOR DRAINAGE. THE MINIMUM AND MAXIMUM FLOOR SLAB THICKNESS SHALL BE AS ESTABLISHED ON THE STRUCTURAL DRAWINGS. 4. THE SURFACE OF ALL INTERIOR EXPOSED CONCRETE FLOORS SHALL BE A LIGHT BROOM FINISH SO AS NOT TO RESTRICT THE FLOW OF WATER TO THE SHOWN DRAINAGE POINTS. CONTRACTOR TO PROVIDE MOCK-UP OF FLOOR FINISH FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT OF CONCRETE FLOORS. 5. FIRE BRICK FINISH SHALL BE RECESSED AS NECESSARY TO BE SET FLUSH WITH THE ADJACENT EXPOSED CONCRETE SLAB FINISH. 6. INTERIOR FLOOR SLABS SHALL BE FLOOD TESTED FOR PROPER DRAINAGE. CONTRACTOR SHALL FLOOD THE FLOOR AREAS IN OBSERVATION BY THE ARCHITECT AND EL DORADO HILLS PERSONNEL TO DEMONSTRATE POSITIVE DRAINAGE. ANY AREAS OF PONDING OR STANDING WATER SHALL BE REPAIRED TO THE SATISFACTION OF THE ARCHITECT AND EL DORADO HILLS FIRE DEPARTMENT PERSONNEL. 7. UPON COMPLETION OF WATER DRAINAGE TESTING, ALL INTERIOR FLOOR SLABS SHALL BE SEALED WITH AN APPLIED SEALER PER PROJECT SPECIFICATIONS. LEGEND (08.003) APP BAY 106 106-7 / /I KEYNOTE ROOM NAME / NUMBER WINDOW / STOREFRONT / CURTAIN WALL TAG, SEE A-### THROUGH A-### DOOR TAG, SEE CONCRETE WALL or COLUMN, S.S.D. FOR THICKNESS & REINFORCING CMU WALL, S.S.D. FOR THICKNESS & REINFORCING THERMAL WALL LINER ALUMINUM GRATED FLOORING ASHPHALT SHINGLES KEYNOTE 03.033 ARROW INDICATES DOWNWARD DIRECTION OF FLOOR SLOPE, TYPICAL 05.053 3'-6" TALL EXPOSED GALVANIZED STEEL GUARDRAIL ASSEMBLY WITH ALL WELDS GROUND SMOOTH 05.056 4-FOOT WIDE SLIDING GATE WITH MECHANISM TO SECURE GATE IN BOTH FULL -OPEN AND FULL -CLOSE POSITIONS 05.075 FABRICATED EXPOSED GALVANIZED STEEL LADDER EXTENDING FROM FIFTH LEVEL TO ROOF OVER STAIR #3 11.095 SWIVEL FLOOR ANCHOR POINT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. 0 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland. CA 94607 Contractor OVERAA\\ Construction Drawing Title STAIR TOWER ROOF PLAN - TRAINING TOWER Drawing No. A-2-1 41 P N L J H F E D C B SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R 2.4 J4• e A4 -2-301 2,A �\ (2,A1) 2.6 GENERAL NOTES CLIENT R �7_ r ca l c�� ' O 1. ALL EXTERIOR CMU SHALL BE BASALITE COLOR #S-703(R) IN GROUND FACE TEXTURE. 2. ALL INTERIOR CMU SHALL BE BASALITE COLOR #S-703(R) IN () GROUND FACE TEXTURE. 3. ALL ELECTRICAL RECEPTACLES SHALL BE MOUNTED AT +18" AFF MEASURED TO THE BOTTOM OF THE BOX, EXCEPT THOSE LOCATED ADJACENT TO THE RESTROOM LAVATORY WHICH SHALL BE MOUNTED AT +42" AFF. 4;4 n..�r �■I , ^`' OF NV -2 301 `-2 301 (05.056 III lill 1 , i ( �{ In (05.053 ) 05.053) IU I CI u I uu Iu 1 1 UII I u I CI P ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND CA 94612 P 2-ROOF LEVEL e ° Q , , 2-ROOF LEVEL a ; e ° _ + 50 °I J _ ; II II IIIII I II II 1 1 1 1 1 1 1 1 1 HHH 1 111111111111 I 1 1 1 1 1 \ III IIIIII 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I- I I I I L I I I I 1 � L ILI ILI 07.032 ( ) iii 1I'II O LEGEND 0 7 1'1 1 T 41 1 111 1 4 l i III I I L II111111 II1 1 1 1 1 1 1 1 1 1, 1 1 1 1 1 I 11111 1111i IHI IIII_II�III IJ L1'1' II T T 1 1 1 1 I. 1 111_j 11111I1' IL�1' S' _J 1'1L1 2-FIFTH LEVEL /•A. R a °a d: a° d 2-FIFTH LEVEL l.. d a -, - ° `Ie ,I aL . 1 1 f"1:1 1 1 1a1 (11.094) i° IIIIIIIIIIII 1 1 1 1®,I"r 1 1° 1 1 1" 1 1q•1._ 1<e 11.1e1`1 1'.I 1,< 1i1 1 1 1tl1'" 1 1 I I I I I GROUND or SMOOTH FACE CMU TYP I I I I I I GREY GENERAL SHEET (CMU-2) (PER NOTES) ASPHALT SHINGLE ROOFING; (R-#) \ 1 1 \ I 10.016 ( ) 1 1 1 1 1 I I I I I I I I I I I I I 08.054 (08.054� i I I TYP) I I I I i I I I I I I I I I I I 1 11 11111111 11111111�1 1 1111111 \ 11111 I 1 N N 11111111111�1 1 111111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T 1 1 1 1 1 111 1 1 I GLAZING; (IGU-#) (11.095� (07.031) 1 1 1 1 2-FOURTH LEVEL - 2-FOURTH LEVEL _ ° d. ° a _ , b d u 0" 30'- -- - d d a `°,� e� ,d d -- da s _ 30'- 0" a , - a= : b . e d ;" IIIIMISWINAKII .. .,0 �' FROSTED GLAZING; (IGU-#) I I I I 1 1 I I I I I I I I 11 11 1 L I1 u 1 1I u 1 L I1 u 1 L 11 11 L I L ®®I 1 I I I I I I I I I I I 1 III III III II III _1 III III 04.021 JI IIIIII IIII IIIIII IIII IIII IIII IIIIIIII II L (11.095) II I11 II 1�11 1I Iill III I T II 1111I IT1 \ ■■■■■■■■■■■■■■ 1 II 1 II 11 II I I I I II 11 I I II 11 I I II 11 I I I I 1 1 I I I I I T 11 1 1 1 L i, L, i, T I ALUM. STOREFRONT SPANDREL PANEL, (IGU-#) (05.056 A V LII ILII II a ll II I M M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1I I' 1 i IIII 1 1 1 11111111 L / ■■■■■■■■■■■■■■ \� \ 1 1 � ■■■■ 1■■■■■■■■■■■■■ 1 1 1 1 1 1 1 1 1 1 AFL\ 11 1� 11 ! �• II 4� Ai ■■■■■■■■■■■■■■■■■■■■ I \ k r A I 1I 1 Y1 �l , I 1 u 05.053 ( ) IN I u 1 1 i1 11 1 � iw 1 u �\ u u u I � I / u u 1 I u T II u l LL I1 LL I, � I I u l i 11 u u (os.003) KEYNOTE 2-THIRD LEVEL ° 2-THIRD LEVEL 4 da_ 1 I' III w 1 Iu a i 1 1 1 1I Lu 1 1 1I �_. +� I d a a el ai adtr � _ _ _ 20' - 0" "4 e _ e • ; ' ,d _ - a' - - - as. a ma; - a e - ". - - _ d 14n^ , I ' I - 20' 0" b'd' • a.: a e a 1 1 1 1 1 1I 1 1 1 1 1 i l' I'I w _ F �I i t �. 05.057 °- 1S, a T 1 1 1 11 �- IIII III III IIII a III IIII u L III S 4 li'il'141 lit 11 4 11'il'16' II"1 111 II/II III I�I IIIIII �I�I II L®®� 1 1 11111111111111111111 1In 111II 1 v - 1 \ ■� L1 1 1 \ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i11 1111 III III 1 1 L 1 1 1 1 1 1 1 1 >1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 �� (04.021) 1 I I i I I I I I I I I I I . 1 1 i I I I I I I I I I I I I I I I I I I I I I 'To 1 1 1 1 1 1 1 1 1 1 I I I I ® W 1111 1 1 11 111 III 1 II 111111 1 111111111 11 L LI 1 1 1 1 1 1 1 1 1 I I I I I 1 II Ul II 1 1111111 1 1111111111 111 I l I° I� ILI 1II1 I I II I� ASPHALT SHINGLE ROOFING; GREY 2-SECOND LEVEL . , 1,1 1 2-SECOND LEVEL _ db' °e ,II i °° �u ,- , 101 0" e , . • a - " $ 101 - 01 ` e .J e _ - d db- (R 2) - ee ° • d �e 21 •,_ ° ° °° IF Ie1 IIIII III III p1 1 1 1 1 1 1 1 �f 11111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 K l III�; 1 1 1 1 1 I. a u ;� CMU GROUND FACE; (CMU 1) / \ 1 1 1 1 1 % I A A r I;; 08.014 I I I I I I I I I /. 1I I I I I I I 1 111H1JI ) ° d CAST IN PLACE CONCRETE; (C-1) 1 (05.054) I \ 1 1 1 1 1 1 1 1 1 1 1 1 1\ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l 1 �, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 STOREFRONT PANEL ALUMINUM; (ESMP-1) `I , \ \ / I I I 1 I 1 1 1 1 1 1 1 1 1 ► I` 2-FIRST LEVEL d of �^ II \ ,, 2-FIRST LEVEL . - . : d` 11. . `� ° n 1� : - . ° - _ - J J (21.013) >� NORTH EXTERIOR ELEVATION J12 EAST EXTERIOR ELEVATION J4 RE: A4/ A-2-121 3/16" = 1'-0" RE: A4/ A-2-121 3/16" =11-0" H®e • 2.4 2.6 (2 A1) A4 2.A H ` 2 301 <(EP-1A)> (05.075 �1 a ul (05.053 u G G 11 u l T I 11 I L- 11 u 11 u1 LIU II U1 I- II u: 2-ROOF LEVEL a" _ a°-1. a d 2-ROOF LEVEL ° a r 1 11, :I 50' - 0" - ., � ,ala < = ��- - 50' - 0" bled ' ° - e =a a ' -<b 4_ " .. - . 1 "41' \ I.a1". 1 i,. � (° _° I < i` � i I-° 1 1 (05.075) * I I \ 1 1 1 1 1 1 1 1 1 1 1 1 1 \\ 1 1 1I 1 1 1 1 1 1 1 (07.032 1 1 ITIII I I l Ill L I I F 1 ILI LI 1 LI ILI L, 11 IT II II IT II 11 IT II II IT II l�u1111 I IS111L11 I LI1S1,_ 1 I I I I I I II I I I I I I I I I II I I I I I I. (04.022� 11 II II II IIII 1 I ITT 1 II I L II I I LI LITI I T L I 1 1II I, I L,A 07.032 HII II �II �II �II 1 LI III LI LI III LI III LI LI LI III LI 11 LI 1 II II 1 L I I L I II L I I 1 L I I L 1 ILI L I 11 L 1 1 L 111 11 L L L ILIIII1 11 ILIIII ij l 11 Lill I I I u 1 11 LJ I I I I L 1 11 u l l I LJ I I 11 u 1 I I I LJ l I u 1 I I I LJ l I u III 11 LJ 2-FIFTH LEVEL 4 Q a Ill l T II I� T . a° ,: II I� 2-FIFTH LEVEL 40' - 0" a, Q d - _ ° , tl ° °I el 40' - 0" <" "' • c ° e a Q e °1 l l 1 l 1 1 KEYNOTE NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects J I, I J I I I I I I I I 1 1 / 1 1 1 \ 1 1 1 / ■ ■ 1 1 1 04.021 CMU WALLS IN COLOR AND TEXTURE NOTED ON EXTERIOR ELEVATIONS. SEE SPECIFICATIONS AND STRUCTURAL DRAWINGS FOR PHYSICAL PROPERTY REQUIREMENTS 04.022 48" TALL CMU PARAPET WALL WITH G.I. CAP PER DETAIL 6/D-A9.32, TYPICAL 05.042 INFILL WEST SIDE OF ATTIC SPACE BETWEEN ROOFS WITH METAL DECKING (FLUTES HORIZONTAL) ATTACHED TO 4" LGMF 05.053 3'-6" TALL EXPOSED GALVANIZED STEEL GUARDRAIL ASSEMBLY WITH ALL WELDS GROUND SMOOTH 05.054 FABRICATED STAIR ASSEMBLY WITH EXPOSED GALVANIZED STEEL STRINGERS, CONCRETE PAN TREADS, CLOSED RISERS, AND GALVANIZED STEEL HANDRAIL EACH SIDE, S.S.D. 05.056 4-FOOT WIDE SLIDING GATE WITH MECHANISM TO SECURE GATE IN BOTH FULL OPEN AND FULL CLOSE POSITIONS 05.057 FABRICATED STAIR ASSEMBLY WITH EXPOSED GALVANIZED STEEL STRINGERS, SS BAR GRATE TREADS, CLOSED RISERS, AND GALVANIZED STEEL HANDRAIL EACH SIDE, S.S.D. 05.059 PAINTED STEEL BRACING FOR CANTILEVER BAR GRATE FLOOR ASSEMBLY, S.S.D. 2' 8" TALL REMOVABLE 05 073 GALVANIZED STEEL GUARDRAIL ASSEMBLY WITH ALL WELDS GROUND SMOOTH 05.075 FABRICATED EXPOSED GALVANIZED STEEL LADDER EXTENDING FROM FIFTH 07.032 ASPHALT SHINGLE ROOFING OVER PLYWOOD ATTACHED TO METAL DECK OVER STEEL ROOF FRAMING, S.S.D. 07.065 EXTERIOR CLEAN -OUT SCUPPER THROUGH WALL AT FLOOR LINE PER DETAIL 26/D A9.30, TYPICAL 08.014 PAINTED HOLLOW METAL DOOR &FRAME 08.054 PAINTED STEEL FRAME SPECIAL OPENING WITH OUTSWINGING HOLLOW METAL DOOR, TYPICAL. SEE D-A9.31 10.016 SUPER GRAPHICS ON WALL. SEE SIGNAGE DRAWINGS 11.094 SWIVEL WALL ANCHOR POINT ABOVE OPENING HEAD ON EXTERIOR 11.095 SWIVEL FLOOR ANCHOR POINT 21.013 WALL -MOUNTED FDC 21.015 PIV. VERIFY FINAL LOCATION WITH ACFD PRIOR TO INSTALLATION 21.016 DOUBLE DETECTOR CHECK VALVE ASSEMBLY WITH OS&Y, S.C.D. VERIFY FINAL LOCATION WITH ACFD PRIOR TO INSTALLATION 1\ (05.056) ` Revision Number DATE ISSUE DESCRIPTION E E ■ 1 I \ - \ ■ � / 1010212024 50° DESIGN DEVELOPMENT 1 - 1 i- (08.054) I I I I I I I I I I I 1 1,1�� � I / u 11 1 I I I I I I I I I I I I I I I I I I l� u I u 11 Nei " ✓ 1 1 1 1 ° I l 1 N /II 2-FOURTH LEVEL ° ` LEVEL - e ° a e iI e - _ e 1. d e °I 12-FOURTH .. ;- d, - a e q ° a ° 1 ' - e. ° a -, 1 11 30 - O a 4 = d1 e` ,-d; •° a d ° -a " a_ _ :d "p" �I - 30 - O d " ` ° ' a e _ - d e " a �. `" , ° ad _ a u ] 05.073 ( ) ;� i 7. 2 0 03 ■■■■■■■■■■■■1 I■■■ ■■■■■■ \ ■■■ co ■■ I■■■ ■■■■■■ \ 1■M■■ D 04.022 1■■■■■■■■■■■■■ ■■■■■. ■■■■■■ ■■■ ■■ ■■■■. 1■■■■■1 ■MM■ 04.022 o WIuIIIIIIIII ■■■ ■■■■■■ ■■■ ■■■■■■ 1■�■■ Project ALAM FIRE E CENTER DA TRAINING COUNTY iinum i. r�■■■■■■ ■■■■■■ ■■■ I / - r ,r, I 1 I I I \ 1 1 =� li■■■pen■■mi■■n �_■■ resin O° ■■��.: (05.042) I rn 1 I Ii un nl _ ■��■1■����rl■■���1■����■1■■���1■���� . -�i 1 1 . U11 11 1 ■■■■� �■■■■■■■■■■■■■ u11 111 - II 11 1 07.065 ( ) u I I I III 1 1 111- D 11 III - 1 1 - I I II I II 1 ■■ ■■■■■■■■■■■■� 311 III -' 7 1 1I 1 1 II ° ■■�� 11■■■■■■L%% 1 ' 2-THIRD LEVEL u11 I e ." ° 2-THIRD LEVEL e e d`e -44 : I; .I ° 1. "ly d as ° I I tr' .- - °4 I I a e a a 20' 11 O ;_ .. e. -'•a d ns "°.,a" "d ' = ", a a "d"° - e d' • " 4 < •°.e 1 a _ c, Q ad " 20' 0" - - a' ` ° � II - d - ' a a' - - e d. ° a a el a - "�r- a �'i - � � '_ a _ 1 r _ _ l _ / ��■■■■■■■■■ ���'i %%�� 1 (\ 1 1 l C ���`W C 1 _� 1 ■■■■ 1 ■■■■■■■■1■ ■■:11r . ■■■■■■■1 ■■ - „6/ ��.���. ■1 ■1■1 \ 1■■■■■■■■■1 ■ 1■■■■ 1■■■■■■■ ■ ■■� \ ��\`� Architect of Record S K A 11V H A A S A H K f Contractor 1 i �, rno1 ■ ■ �m u uI� nr 1■� ■1 n rn�1 In n� n nI •n1 r� Ire Irk 1■ u •n nlwl u •■■ ul -1 ■ I u u C7■. ■1 1 1 11, 1■■■■■■■■■■■ ____\ ��� !jlI / u nln 1 11� a .� \ u u 05.053 u 1 u 1 1 1 `.�� ` m • • 1 a I■=1 1 u u l u l - 1■ 1 1 1 10] ■■■■■■■■■■■■■ ■■■■.%� III 1 11 n m n�1 n ■■ u1 ,1 - 1 I n u C7 ■1 1 IICJ ,- •` , u11 1 u 2-SECOND LEVEL - - __ I II u u 1 - 2-SECOND LEVEL - ���` �� u .�nm liorear1. ••1 >�I���im•m®!�immi• llvim•■a•■����••••• ter■ ■®• ° a , a _ ' - d " a a 1 O' - 0" °. -•eb " ' -- d. ' ° 1 O' - 0" - B B ,- • �� �� �� , ■ ■ , �� ° ° �I �I °� d`^ ." . ° _ ,- .�"a ARCHITECTS 570 10th Oakland. Street, CA Suite 94607 201 OVERAAt Construction '�� I � I \ I �� �:� //,, � '�I ■■■■■■■■■■■■■ �_� !.���/ 1 1 1 1 1 05.059) 1 � ,��°" IN 05.057 ill .• 05.057 ■ ■■■■1 ■■■■■■■■ ■ ������� �.6, 1: ■■■■ 1■■■■■■■ - - ■ 1■■■■■■■ 1■■■■ III % 1■■■■■■■■■■■ °' ( ��n% �s�III 1■■■■■■■ / \ ■ ������� ���� 05 054 • Drawing Title EXTERIOR ELEVATIONS TRAINING TOWER 1 1■■■■1 ■■■■■■■■ / - - ■ ■I■■■■■■ ■■■■ ■■■■■■■■■■■■■ ■�� \� \.\ ' `� ■■■■■ I■■■■■■■■■ \ ■ 1■■■■■■■ 1■■■■ 1■■■■■■■■■■■ ■■■\ I■■■■I ■■■■■■■■ ■ ■I■■■■■■ ■■■■■.I ■■■■■■■■■■■■■ ■■■� -• II ■■■■■ I■■■■■■■■■ \ \ ■ 1■■■■■■ 1■■■■ 1■■■■■■■■■■■ ■■■■�. �� ■■■■III 1 J ■■■��■■■�■■■ ■■■■■■\ �� 1■■■■1 ■■■�■■■■ ■ ■■■■■■ 2-FIRST LEVEL Q 1111 2-FIRST LEVEL e e ea ° I■IIII : ° ' °■II■ A A ° . ,- , ° as -, ,e a ,. ■ a - _ _ _. - Drawing No. A-2-201 SOUTH EXTERIOR ELEVATION Al 2 WEST EXTERIOR ELEVATION A4 SKA Project Number: 24702 RE: A4/ A-2-121 3/16" = 11-0" RE: A4/ A-2-121 3/16" = 11-0" 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R 2.441) GI 2.A �� (2.A1) 2. B GENERAL SHEET NOTES CLIENT R RVRRt V 1. ALL AROUND EXTERIORSHELL BE BASALITE COLOR #S-703(R) IN FACCMU 2. ALL INTERIOR CMU SHALL BE BASALITE COLOR #S-703(R) IN GROUND FACE TEXTURE. 3. ALL ELECTRICAL RECEPTACLES SHALL BE MOUNTED AT +18" AFF MEASURED TO THE BOTTOM OF THE BOX, EXCEPT THOSE LOCATED ADJACENT TO THE RESTROOM LAVATORY WHICH SHALL BE MOUNTED AT +42" AFF. rr Lam, "� �'1'< 7 OF NVA ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P 2-ROOF LEVEL 2-ROOF LEVEL 50' - 0" .. ° _ + 50' - 0" °:^ a : '. a . ° d a- HHHHr 1 1 1 1 -1 1 1 1 1 1 1 1 1 1 1 I I I I I I I 111111111111 0 LEGEND 0 2-FIFTH LEVEL 2-FIFTH LEVEL Q. * 40'-0" a ar ; ° ' ,.°... °" * 40'-0" r, a d ' . d ... , as .. 111111 11111111 1 1 1 1 1 1 1 I I I I 1 1 1 1 1 I I I I I 111111 GROUND or SMOOTH FACE CMU 1 1 1 1 1 1 GREY GENERAL SHEET I I I I I I I I I I I I (CMU-2) (PER NOTES) 1 1 1 1 1 1 I I I I I ASPHALT SHINGLE ROOFING; (R-#) �OM 1 1 1 1 1� I I I I I I I �I I I I I I 1 1 1 I I I 1 N30' N 1111 1111111 1 1 1111111 1 111111111 0 ' GLAZING; (IGU-#) I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 I I I I 2-FOURTH LEVEL I L 2-FOURTH LEVEL a e 4 a °., e ° : H: aI . : I 1 o" _ ,e • • - ° : ° � 30' o° . : 4 °` . _ - a f F. FROSTED GLAZING; (IGU-#) ■■■■■■■■■■ �� ■■■ I 1 i 1 ALUM. STOREFRONT SPANDREL PANEL, (IGU-#) F_ M IN ME NM I MI I �� Nis= ME IMMI ■■I■1■■■■■ 1■■■■■■ 1 I I 1 1 1i Q 1 1 I 1 ■■■1■■■■■1 r ���i�■ 1 I I I I �___ r 1 1 �08.003� ► KEYNOTE ��"'_ 2-THIRD LEVEL 2-THIRD LEVEL r 04!, 20' - 011 Y , O d ° ;A d.a ■1— • 1■■■■ l I ....MATERIAL TAG; SEE SHEET A-2-801 I I I II 1II -.I.. < (XXX-#) > • I FOR EXTERIOR FINISH INFORMATION _ ■■■ r .___ L ,^^_ .— ,� ___ _ _ _. _, -1,...., . ____ L L . r . ,,„ il 1 , 1 , 1 1 1 1 1 1 1 1 1 1 I L I I I I I I I I 1 I 1 1 I 1 I I I 1 1 1 1 1 -- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 L, !� I 1 1 I 1 1 1 I I I I I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I �� 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I,- ■■■■■■■■■■■■o ■■■■11RI I 1 1 11 o 2-SECOND LEVEL• 2-SECOND LEVEL I. ASPHALT SHINGLE ROOFING; GREY �... , :� J ` I 1 I—,1 ;' 10 1 - n 0 • a ° 9 _ Ili IRA ` ¢ ' A ad` ,� a y 4: •� '.: e a. $ 1 - n 10 0 - — � - dy °d' R2 e e e'd^ -•r. ° :F : .- : �-° . I ° .... n . ._ u— --: K - ■■■■■■ ■■■■■ L ■■■■■■■■■■■■ ■ �'1 •_ ' :• 1 1 1 1 CMU GROUND FACE; (CMU 1) ■■■■■1 ■■■■■■■■■■■1 1� 1:, ` _ 1 1 1 1 1 .. - �' ■■■■■■■■■■■■ ■ II1f ■i ■■■■■■■■■■■■I 1■ - ___ e° 9•a_ CAST IN PLACE CONCRETE; (C 1) ■■■■■■■■■■■■ ■1 1 I I I I ■ �■♦■■■■■■■■■ ■� 41 (E OMP 1) REFRONT PANEL - ALUMINUM; 141e ■.o,i11 ■■■■■� 1 OO 111 r ' 2-FIRST LEVEL ,.° 2-FIRST LEVEL ,, , .. U1 O O it, O O J J NORTH EXT. ELEVATION — COLOR ,J12 EAST EXTERIOR ELEVATION J4 RE: A4/ A-2-121 3/16" = 1'-0" RE: A4/ A-2-121 3/16" = 11-0" HGO 0 2.4 2.B (2.A1) 2.A H <(EP-1A)> G G 2-ROOF LEVEL • 2-ROOF LEVEL 50'-0" �:.°, . — + 50'-0" '�d '`°a` a., — ijI 1 1 I i lair I [ 1 [ 1 I 1 I ILL I I F F [ —111111111111 I IF I I I I I I I III 1 1 1 1 1 1 IQ Ian 1 I I I I I 1 1 1. 1. I �I 2-FIFTH LEVEL 2-FIFTH LEVEL 40'-011 .,` = ; s = �' : ,.":• . : a `• A � f. . 40'-0" .. ad d • n ' a ° • a. g. ° . �.,.'. NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. ©2024 Shah Kawasaki Architects 171 1 \ 1.. I _ > , \ 1 \ > Revision Number DATE ISSUE DESCRIPTION E E R2 09/13/2024 CITY OF DUBLIN SDR 10/02/2024 50% DESIGN DEVELOPMENT 1 _1r'f 1_ I I I 1 1 J 1 1 11 u J L 1 ��I I�I I�I I I 2-FOURTH LEVEL i \ 2-FOURTH LEVEL ru �� Ira f l_H r 1 I0 I 30'-0" °- °" ° ° - a 1 • _ $ 30'-0" °.. . ; ; •' ;a.. ° ° . - 1. 11 1 1 _ 1 1 I_. 1_ J I 1 1 i \ 1 1 �. D D 1 I I I I 1 1 1 1 III I 11 1 I I J 1 1111 I Project ALAMEDA 5053 FIRE GLEASON CENTER TRAINING 94568 DRIVE, COUNTY DUBLIN, CA 1 1 1 1 �� .. ���� IT fl f II , f 1 1 1 1 1 1 II ► I I I I I ��-17 I■NI ' :��.-'� 2-THIRD LEVEL �' 2-THIRD LEVEL ■ — �■ ■ a °t 1 1� 20' - 0" . rd :r • ° d 9 a _ .. a Q °: _ a a d 201 - 011 �= I I: 1 1 1 1 I 1 1 —7- I10' �- 1 ■■■■■■1 ■ 1 C — l.._ ' 1 \ = ' li r. 1 1 1 I \ 1liu� 1 ` 11 1 I 1 1■■ I > \ v �i'^�■II 7 1 1 1 1 1 1 i 11 I I I 1 I I I Architect of Record S H A HI� Contractor s� I I II 1 1 1 1 1 1 oI 1 I :.: � 2-SECOND LEVEL � 1 11KAWASAKI 2-SECOND LEVEL f I I 1 On - 0 " B B war- I M M Vi, ARCHITECTS 570 I oth Oakland. Street, CA Suite 94607 201 OVERAAt . ,' - �--` r I. I I I I IConstruction 1 1 1 1 1 1 1 "art** 1 1 1 1 1 1 1 1 1 1 - 11 1 1 1 _ . � ! 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 �� 1 1 1 1 1 1 '' / \ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 / yawing Title EXT. ELEVATIONS I I I I I I I I 11 1 I I I 1 1 1 1 1 I I I I I I I I I l [ 1 1 1 1 1 1 1 ��� 1 I I I / 1 1 ! / I I I 1 ��> I I_ I I 1, I I I.. _ �►!./i I 1� 2-FIRST LEVEL : •la II Iflll �/ ° .I d i A •I 4 2-FIRST LEV =L e a A 1 TRAINING TOWER COL^ A Drawing No. _ _ � A 2 202 SOUTH EXTERIOR ELEVATION Al 2 WEST EXTERIOR ELEVATION A4 SKA Project Number: XXXXX RE: A4/ A-2-121 3/16" = 1'-0" RE: A4/ A-2-121 3/16" = 11-0" 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 3 4 2-THIRD LEVEL 20'-0" 2-SECOND LEVEL 10'-0" 2-FIRST LEVEL 0'-0" ( 07.031 (07.082 07.081 ATTIC 2-207 (2.A1) HALL 2-201 MOTEL ROOM 2-202 04.022) (06.012) / i / COMMERCIAL SPACE 2-101 08.036 ) 04.021 ) 05.052) II 1111 III III III III IIr II III 2-ROOF LEVEL 50'-0" 2-FIFTH LEVEL 40'-0" 2-FOURTH LEVEL 30'-0" 2-THIRD LEVEL 20'-0" 2-SECOND LEVEL 10'-0" 2-FIRST LEVEL 0'-0" / (2.A1) APARTMENT 2-402 / / / / APARTMENT 2-302 (07.032 ) 4 A - 4 -2-80 APARTMENT 2-206 HALL 2-201 MOTEL ROOM 2-204 COMMERCIAL SPACE 2-103 1 I 1 I I 1 III III III _III_ III 07.082 ) 07.081 GENERAL NOTES TRANSVERSE SECTION 1 - TRAINING TOWER RE: A4/ A-2-121 J13 3/16" = 1'-0" TRANSVERSE SECTION 2 - TRAINING TOWER RE: A4/ A-2-121 J4 3/16" = 1'-0" 2-ROOF LEVEL 50'-0" 2-FIFTH LEVEL 40'-0" q5 2-THIRD LEVEL 20'-0" 2-SECOND LEVEL 10'-0" 2-FIRST LEVEL 0'-0„ (04.022 (05.053 ( 05.052 (05.014 2-FOURTH LEVEL 30'-0" (05.056) (05.053 ( 03.034 N1 -2-80 1 -2-80 s / / STAIR #3-5F 2-501 APARTMENT 2-402 / / STAIR #3-4F 2-401 u APARTMENT 2-302 STAIR #3-3F 2-301 8 / 1 HALL 2-201 STAIR #3-2F 2-205 / COMMERCIAL SPACE COMMERCIAL SPACE COMMERCIAL SPACE \ STAIR #3-1F 2-101 2-102 2-103 \ \ 2-104 1 \ 1 r \ Il IIIIIIIIIIIIIII I '- III III III_ ICI III 04.021 ) (21.011) III I I I I I I I I I III_ III III I IIII 21.013 ) THIS STRUCTURE IS A NON -OCCUPIED STRUCTURE USED FOR THE SOLE PURPOSE OF TRAINING ABLE-BODIED FIRE DEPARTMENT AND LAW ENFORCEMENT PERSONNEL. THIS STRUCTURE IS NOT DESIGNED TO ACCOMODATE THE GENERAL PUBLIC AND AS SUCH IS NOT DESIGNED IN CONFORMANCE WITH ACCESS AND BUILDING CODES FOR CIRCULATION, EXITING, OR LIFE SAFETY. CLIENT R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P N L K J H G KEYNOTE 03.034 SLOPE CONCRETE FLOORS TO DRAINAGE SCUPPERS SUCH THAT THERE ARE NO LOW SPOTS OR PONDING, TYP. 04.021 CMU WALLS IN COLOR AND TEXTURE NOTED ON EXTERIOR ELEVATIONS. SEE SPECIFICATIONS AND STRUCTURAL DRAWINGS FOR PHYSICAL PROPERTY REQUIREMENTS 04.022 48" TALL CMU PARAPET WALL WITH G.I. CAP PER DETAIL 6/D-A9.32, TYPICAL 05.014 PAINTED HSS COLUMN FOR STAIR ASSEMBLY, S.S.D. 05.052 WELDED STAINLESS STEEL BAR GRATING, TYPICAL 05.053 3'-6" TALL EXPOSED GALVANIZED STEEL GUARDRAIL ASSEMBLY WITH ALL WELDS GROUND SMOOTH 05.056 4-FOOT WIDE SLIDING GATE WITH MECHANISM TO SECURE GATE IN BOTH FULL -OPEN AND FULL -CLOSE POSITIONS 06.012 FLAT ROOF CUT DOWN PROP @ +16" AFF CONSISTING OF 3/4" PLYWOOD OVER WOOD PURLINS SIDE -HUNG OFF CONCRETE CURBS @ 8'-0" 0.C., S.S.D. 07.031 ASPHALT SHINGLE ROOFING OVER PLYWOOD AND NAILERS ATTACHED TO CONCRETE ROOF SLAB 07.032 ASPHALT SHINGLE ROOFING OVER PLYWOOD ATTACHED TO METAL DECK OVER STEEL ROOF FRAMING, S.S.D. 07.081 THERMAL WALL LINER FRAMING AND PANELS, TYPICAL 07.082 THERMAL LINING AT CEILING, SECURED TO UNDERSIDE OF CONCRETE SLAB ABOVE 08.036 4' X 4' CEILING BREACH PROP 21.011 FALSE FIRE SPRINKLER RISER WITH LATERAL ON FOURTH LEVEL PER DETAIL 17/D-A9.32 AND FIRE PROTECTION DRAWINGS 21.013 WALL -MOUNTED FDC NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title BUILDING CROSS SECTIONS - TRAINING TOWER Drawing No. A-2-301 A LONGITUDINAL SECTION - TRAINING TOWER RE: A4/ A-2-121 A4 3/16" =1'-0" SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R A14 A18A14 2.4 ( A18A14 2.4 -2-701 A18 -2-701 2.4 - 2. B A7 / ( A3 KEYNOTE CLIENT R n V c � �� i 03.011 PROVIDE CONCRETE SIDE STRINGERS 05.014 PAINTED HSS COLUMN 05.052 WELDED STAINLESS 05.053 3'-6" TALL EXPOSED WELDS GROUND SMOOTH 05.054 FABRICATED STAIR STRINGERS, CONCRETE STEEL HANDRAIL 05.057 FABRICATED STAIR STRINGERS, SS BAR STEEL HANDRAIL 05.061 CLEAR STAIR WIDTH 05.062 HANDRAIL TO RETURN POST 05.063 1-1/2" OD GALVANIZED RETURNED TO WALL TO SECURE HANDRAIL 21.011 FALSE FIRE SPRINKLER 17/D A9.32 AND FIRE LANDING AT BASE OF STAIRS AS REQUIRED TO ANCHOR FOR STAIR ASSEMBLY, S.S.D. STEEL BAR GRATING, TYPICAL GALVANIZED STEEL GUARDRAIL ASSEMBLY WITH ALL ASSEMBLY WITH EXPOSED GALVANIZED STEEL PAN TREADS, CLOSED RISERS, AND GALVANIZED EACH SIDE, S.S.D. ASSEMBLY WITH EXPOSED GALVANIZED STEEL GRATE TREADS, CLOSED RISERS, AND GALVANIZED EACH SIDE, S.S.D. BETWEEN STRINGERS BACK WITH SMOOTH CURVE AND TERMINATE AT RAIL PIPE HANDRAIL WITH 1-1/2" CLEAR TO WALL SURFACE, WITH SMOOTH CURVE. PROVIDE MOUNTING BRACKETS TO WALL. ALL WELDS GROUND SMOOTH. RISER WITH LATERAL ON FOURTH LEVEL PER DETAIL PROTECTION DRAWINGS -2-701 / -2-701 2. B -2 701 -2 701 2. B o z -2 701 ` -2 701 ' ` I • 647 Co: &bit 0.< MI (05.054) J Q Q • z ® Zo M z z J • t OF f _ co o Q te z "' ti Fri u' 0z 0-3w P ALAM E DA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P ce to �� �1 05.053) • H2.A1) (2.A1) �/ - 05.057 w 05.063 �� - �� ° d _ A10 3'-4" \ A10 = A10 � (2.A1)ISO- _ -2-701 �� -2-701 05.061 ♦ -2-701 ) mi.-005.014 o + 05.062) j 3'-4" 3' 4" (21.011 o 0 / • 0 0 J (05.061 ) H�, 1 1--r - HI STAIR #3 ENLARGED PLAN - FIRST LEVEL 018 STAIR #3 ENLARGED PLAN - THIRD LEVEL 014 STAIR #3 ENLARGED PLAN - FIFTH LEVEL 010 STAIR #2 ENLARGED PLAN - FIRST LEVEL 07 RE: J4/A-2-121 1/4" = 1'-0" RE: J4/A-2-123 1/4" = 1'-0" RE: J13/A-2-124 1/4" = 11-0" RE: J4/A-2-121 1/4" = 11-0" A14 ( A18 2.4 A14 ( A18 Z,4 A7 � A3 2.1 • 3' - 4" (9) 7" MAX. RISERS N N � -2 701 ` ' -2 701 2'B -2-701 ` � -2 701 2'B _ 2701 2701 IV D) ( _ 3' 4" • (05.014) (05.054) • - z0 \ LANDING (8) 11" TREADS w/ NOSING t 05.061 0 05.061) 3' 4" 3' 4' M M o F1 � � (9) 7" MAX. RISERS o (05.061) 2-701 00 `J CO I (8) 11" TREADS w/ NOSING (05.054 } ( 05.057) - u) w cn L g w o- I Al - ` A10 ) / (05.053 q.03L 2-701 Al -2-701 0 05.063 r� 2 701 STAIR DIMENSIONS 21.011) EQ EQ I C K K TYPICAL FOR i 05.052 C i UPPER LEVELS • - 2.A U.N.O. I STAIR #3 ENLARGED PLAN - SECOND LEVEL K18 STAIR #3 ENLARGED PLAN - FOURTH LEVEL K14 STAIR #2 ENLARGED PLAN - SECOND LEVEL K7 STAIR #1 ENLARGED PLAN - SECOND LEVEL K1 RE: J4/ A-2-122 1/4" = 1'-0" RE: J4/ A-2-124 1/4" = 11-0" (2.A1) o \ ° A 0 2.6 2.6 (2.A1) A14 4 A18 2.4 A7 A3• RE: J4/ A-2-122 1/4" = 11-0" J RE: J4/ A-2-122 1/4" = 1'-0" 2 701 J J -2 701 -2-701 A10 I■ IN 2 701 2-ROOtEVEL o �270�> ] °� 3'-4" 3'-4" � z Z - II _ 2-ROOF LEVEL 2-ROOF LEVEo L J01-01 . _ 50'-0" a a °1 50e_ . Q �, QJ / / j / / / r / / p r (05.061 H H (9) 7" MAX. RISERS 2-SECOND LEVEL / // // / ; / / + 10' 0" ( 05.057 05.053 • • I / (05.053) , _// / / `s? / __ 05.062 / �\ 1 ! �� 05.054 2-FIFTH LEVEL \ ! ! 2-FIFTH LEVEL 2-FIFTH LEVEL 4 1 11 • _: - E (05.052) �I a•4 1 -IRA, -: • - - 1 II - 03.011Al - \ ! \ - I - % - 05.053 / / �♦�•�. ���.� \ -2-701 � 2-FIRST LEVEL 11 0 - 0"\ �♦��� \ ' ♦�� „:, / _ o a � 05.063 F F / i. .1 / / / L \ \ 1 j \ STAIR #2 ENLARGED PLAN THIRD LEVEL F7 STAIR #1 SECTION F1 \ - ���� I� / / / / .,I ���„�� \ I RE: K1/A-2-701 _ 1 11 1/4"=1 o RE: J4/A-2-123 _ I 11 1/4"=1 0 a - a I� / Al A Al . A7 A3 NOTE: If this drawing is not 42" x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. ©2024 Shah Kawasaki Architects 2-FOU 'T LEVEL \ - \�4 2-FOURT -I LEVEL 2-FOURTH LEVI- 1 �I,�� I - 30' -'0" . a . Va � r. �0' - 0" -° _ e° . 4 301a -,_0! ° a __ e a A �2.A2 I Revision Number DATE ISSUE DESCRIPTION E - I� % `�! I` 41 °. / 2 701 ' 2 701 2 701 2 701 10IO2I2024 50% DESIGN DEVELOPMENT / ' ' �1 \ \ Ifs ��► \ ;; // 1 1 /1 / / r I 1 ,I�- I \ \ 1. 05.052 \ \ 1. . / / I ����� i -,\ 2-THIRD LEVEL 2-THIRD LEVEL 2-THIRD EL , ' I 20' - 0" 20 - 0" \ 20' - 0" \ � ���� / (05.053) G� I Project ALAM 5053 FIRE GLEASON E CENTER DA TRAINING 94568 DRIVE, COUNTY DUBLIN, CA 2-THI ! 2-THIRD LEVEL LEVEL 4 C` . 05.052 D 20'-0",-- 0I - oI I y�2-THIRD 1--a11a 20' •- •i . ) 41 ` liK a *' .� I.• 1 \ a \ , I�ii�-; , f� 2-SECOND LEVEL / ,.. .-��`!�- .-•�- � i a / C C / / I i `I / I 05.052 \ I , I / �05.054� \ / / • - I �I 1 / / ` I` .I ����j \ Architect of Record \ \ II. ` �♦�� �`♦ 1!�'�� ,e / / j(05.053)Contractor ° \ / 2-SECOND LEVEL - ` / 2-SECON ► LEVE �♦♦�I \ 10' - 0" / l 10' H KAWASAKI A H 05.053)• / 10' - o" - 0 / ������ M o 2-SEC Np LEVEL 1 1 2-SECOND EVEL /II I ` -(05.014)- 2-SECOND LEV L ,I� -.` 1 ` ` 1 11 - - 1 -0a - - - 1 11 0 -0 �` • p •.. 4 . a ... 10 p - a0.. . - a d _ Q-a - °a_ / - 05.052 �) �..�. �.!!� B B (05.014)- ♦♦���-�I i C 05.053) ��-��-��• ARCHITECTS 570 IUth Oakland, Street, CA Suite 94607 201 ■ �� Construction \ \ `ill �..I� 1 / I 1 1 I \ 05.062 ;� / 1 C 05.062) / (05.057) . / �i a � �05.054� \ / \ Drawing Title ENLARGED STAIR PLANS I SECTIONS - TRAINING TOWER /- ` 05.014 \ 1 / / / / / r I \ \ \ / (03.011) ° (03.011) /_ A 2-FIRST LEVEL 2-FIRST LEVEL 2-FIRST LE EL Qa I 0 0 O - 0•p•_00 - � Drawing No. A-2-70 1 \ 2-FIR LEVEL _ I 2-FIRST LEVEL 2-FIRST LEV=t o'-o° A o' -o° 1 0'-0' 1 STAIR #3 - SECTION 1 A18 STAIR #3 - S: CTION 2 A14 . IR #3 - SECTION 3 Al 0 STAIR #2 - SECTION 1 A7 STAIR #2 - SECTION 2 A3 STAIR #2 - SECTION 3 Al SKA Project Number: 24702 RE: A10/ A-2-701 1/4" = 11-0" RE: A10/ A-2-701 1/4" = 1'-0" RE: A14/ A-2-701 1/4" = 11-0" RE: A1/ A-2-701 1/4" = 11-0" RE: A1/ A-2-701 1/4" = 11-0" RE: A3/ A-2-701 1/4" = 1'-0" 21 20 19 18 17 16 15 14 13 12 11 107 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 ADJUST CURB HGT AS REQ'D TO PROVIDE FULL NOMINAL CMU DIMENSION TO FLOOR ABOVE FLR ELEV. PER PLAN CV FULL NOMINAL CMU FROM FLR/CURB BELOW EXTERIOR CMU WALL PER PLAN 20 CONTRACTOR TO PROVIDE (12) ADDITIONAL PRE-CUT PLWD. PANELS SSD. 19 J 18 THERMAL LINER, AS OCCURS CONC. CURB INTEGRAL w/ FLOOR SLAB SLOPE TOP OF FLOOR SLAB TO DRAIN PER PLAN CONCRETE FLOOR SLAB w/ FLAT BOTTOM SURFACE FLOOR @ EXTERIOR WALL RE: A4/ A-2-301 DOUBLE LAYER OF 2 x 4 WOOD RAFTERS @ 24" 0.C. SET IN FABRICATED METAL HANGERS PER DETAIL 8/2-S3.00, TYP. SECURE BOTTOM RAFTER ONLY 48" x 96" x 1/2" PLYWOOD PANELS TACK NAIL IN PLACE (TYP) CONCRETE ROOF SLAB, S.S.D. PER ROOF THERMAL LINER IN ATTIC, AS OCCURS CMU WALL PER PLAN, TYPICAL ELEVATION THERMAL LINING (SHOWN DASHED) CUT AROUND SCUPPER OPENING w/ PERIMETER FLASHING PER MFG DETAILS 8" MAX. CONC. CURB 8" W x 4" H WALL OPENING PER PLAN SECTION 11g GPp1 ) 12 1 1 /2" =11-0" SECTION THRU BREACH OPENING 17 FIBERGLASS COMPOSITION ROOF SHINGLES, TYPICAL 16 1/2" CDX PLYWOOD SHEATHING FASTENED TO HAT CHANNELS W/ #8 SCREWS @ 6" 0.C. (@ PANEL EDGES) AND @ 12" 0.C. (ELSEWHERE) PROVIDE MEMBRANE UNDERLAYMENT o/ SHEATHING PER ROOFING MFR. CONT. 1-1/2" HAT CHANNELS @ 24" 0.C. FASTENED TO CONC. w/ SIMPSON PDP @ 24" 0.C. EACH FLANGE STAGGERED. PROVIDE MIN. 1" PENETRATION INTO CONCRETE #8 SMS @ 24" 0.C. CONT. SHAPED 2x D.F.P.T. BLOCKING CONT. GALVANIZED EDGE FLASHING 3/8" o CONC. SCREW @ 24" 0.C. 18 GA. CONT. METAL FASCIA TRIM CONCRETE ROOF SLAB, S.S.D. 15 14 ROOF EAVE - CONCRETE RE: J13/ A-2-301 6" x 4" x 1/2" GALV. STEEL ANGLE FRAME @ PERIMETER BREACH OPENING, S.S.D. ROOFING SHINGLES @ PRIMARY ROOF ONLY 1/2" CDX PLYWOOD SHEATHING o/ CONT. 1-1/2" HAT CHANNELS @ 24" 0.C. o/ CONCRETE ROOF SLAB. FASTEN SHEATHING TO HAT CHANNELS W/ #8 SCREWS @ 6" 0.C. (@ PANEL EDGES) AND @ 12" 0.C. ELSEWHERE. FASTEN HAT CHANNELS TO CONCRETE W/ SIMPSON PDP © 24" 0.0 EACH FLANGE STAGGERED, W/ MIN. 1" PENETRATION 2x6 FRAME @ PERIMETER. FASTEN FURRING STRIPS TO CONCRETE w/ SIMPSON PDPAWL @ 16" 0.0 W/ MIN. 1" PENETRATION NOTE: THE INTENT OF THIS PROP IS TO ALLOW THE FIREFIGHTER TO PRACTICE CUTTING THROUGH THE ROOF PANELS IN PLACE ATOP THE PITCHED ROOF. THE BREACHED PANELS ARE REMOVED AND NEW PANELS ARE INSERTED FOR THE NEXT FIREFIGHTER. PLYWOOD PANELS ARE UNFINISHED. CONDITION @ CONCRETE SLAB 21 20 CONCRETE CURB FIN. FLOOR NYLON BRUSH ON EACH SIDE OF OPENING ("REESE" MODEL #979D or EQUIV.), TYP. PROVIDE (2) SET SCREWS @ EA. BRUSH FIN. FLOOR 1/4" THK. GALV. STEEL PLATE 'FLAP' 20 GA. GALV FLASHING 19 CUT THERMAL LINING (DASHED) AROUND SCUPPER OPENING W/ PERIMETER FLASHING PER MFR DETAILS PROVIDE 20 GA. GALV FLASHING TOP & SIDES OF16"Wx8"H WALL OPENING: CONT. CAULK EDGE FINISH FLOOR GALV. SCUPPER PLATE: 1/4" X 12" X 16", SET WITH 5/8" DIA x 6" LONG STUD ANCHORS (MIN 2) 18 ROOF BREACHING PROP ELEVATION NOTE: FOR ADDITIONAL NOTES, SEE CONDITION "A" EXTEND DRY -STACK FIRE BRICK THROUGH SCUPPER OPENING, TYP. FIN. FLOOR THERMAL LINING ON EA. SIDE OF WALL, AS OCCURS PER PLAN r 7 L - - C"- --J FIN. FLOOR MrAM% AI//.MMVAM SECTION' OCONDITION @ FIRE BRICK SECTION AT FIRE BRICK 17 GALV. SCUPPER PLATE (FLAT EXTENSION) CMU WALL GALV. SCUPPER PLATE (ANGLED EXTENSION) GALVANIZED HEAVY DUTY CONTINUOUS HINGE WELDED TO FRAME & 'FLAP' 1/4" THK. GALV. STEEL PLATE 'FLAP' @ EXTERIOR 1/4" RADIUS EDGE EXTERIOR SIDE 16 15 13 FIBERGLASS COMPOSITION ROOF SHINGLES, TYPICAL 1/2" CDX PLYWOOD SHEATHING FASTENED TO METAL DECK w/ #8 SCREWS @ 6" O.C. (@ PANEL EDGES) AND @ 12" O.C. (ELSEWHERE) PROVIDE MEMBRANE UNDERLAYMENT o/ SHEATHING PER ROOFING MFR. 1-1/2" METAL DECK, S.S.D. TYPICAL DECK EDGE ANGLE, S.S.D. CONT. GALVANIZED EDGE FLASHING 18 GA. CONT. METAL FASCIA TRIM METAL SOFFIT GROUT FILLED CMU WALLS PER ARCH. AND STRUCT. DWGS. — ELEVATION 12 11 • • ROOF EAVE - METAL FRAMING RE: J4/ A-2-301 SLAB DEPRESSION, TYP. FIRE BRICK DRY -STACKED PER PLAN SILICA SAND BROOMED INTO JOINTS OF FIRE BRICK CONCRETE SLAB - SLOPE TO DRAIN PER PLAN TRANSITION @ FIRE BRICK NOTE: FOR ADDITIONAL NOTES, SEE CONDITION "A" ALIGN EDGE OF SLAB DEPRESSION w/ FACE OF WALL, TYPICAL FIRE BRICK, PER PLAN SECTION CONDITION @ FIRE BRICK TO SLAB TRANSITION INTERIOR THRU-WALL SCUPPER @ FLOOR CUT THERMAL LINING (DASHED) AROUND SCUPPER OPENING W/ PERIMETER FLASHING PER MFR DETAILS PROVIDE 20 GA. GALV FLASHING TOP & SIDES OF16"Wx8"H WALL OPENING: CONT. CAULK EDGE FINISH FLOOR 1/4" GALV. SCUPPER PLATE SET W/ 5/8"0 x 6" LONG STUD ANCHORS (MIN 4) 14 1'-41/2" 2" • 1/2" LAP (TYP) EXTERIOR ELEVATION SECTION AT CONCRETE 1 1/2" = 1'-0" FIN. FLOOR FIN. FLOOR EXTERIOR CMU WALL PER PLANS 0.060 GA HEAVY DUTY GALV STEEL CONT HINGE: WELD TO FLAP & PLATE ATTACH FLASHING ASSEMBLY TO WALL W/ 3/8" COATED TAPCON SCREWS (7 TOTAL) 8" MAX. CONC. BOTTOM COURSE FINISH FLOOR GALVANIZED HEAVY DUTY CONTINUOUS HINGE WELDED TO FRAME & 'FLAP' 1/4" THK. GALV. STEEL PLATE 'FLAP' @ EXTERIOR 1/4" RADIUS EDGE EXTERIOR SIDE EXTERIOR CLEAN -OUT SCUPPER 13 12 11 10 CONCRETE FLOOR TYP., S.S.D. 1-1/4" x 18 GA GALV. HAT CHANNEL @ 48" 0.C. E.W. w/ "SIMPSON" TYPE PDP-125, 1-1/8" PENETRATION (ESR-2138) POWDER ACTUATED FASTENERS AIR SPACE 48" x 48" x 1" THK. HIGH TEMP. LINING PANELS: ATTACH w/ #8-18 x 3" SCREWS @12" 0.C. "PRO -TWIST" SELF -DRILLING TYPE (ESR-1408) 3-7/8"w x 1" THK HIGH TEMP. LINING BATTENS © EACH HAT CHANNEL SUPPORT BOTH WAYS, TYP. STRUCTURAL WALL PER PLAN (CMU SHOWN, CONC. SIM.) PER PLAN NOTE: FOR ADDITIONAL HIGH TEMP. LINING PANEL INFORMATION, REFER TO PROJECT SPECIFICATIONS HIGH TEMP. LINING PANEL INSTALLATION RE: J4/ A-2-301 = 1'-0" NOTE: THE PURPOSE OF THIS PROP IS FOR THE FIREFIGHTER TO BREACH AND REMOVE A CEILING TILE USING HIS TOOLS TO ALLOW VISIBILIY TO ATTIC SPACE ABOVE. UPON BREACHING, THE TRAINER WILL SIMPLY REPLACE THE GYPSUM BOARD CEILING PANEL FOR THE NEXT SCENARIO THERMAL LINER WALL ASSEMBLY PER PLAN -2-8O CONCRETE FLOOR TYP., S.S.D. 1-1/4" x 18 GA GALV. HAT CHANNEL @ 48" O.C. E.W. w/ "SIMPSON" TYPE PDP-125, 1-1/8" PENETRATION (ESR-2138) POWDER ACTUATED FASTENERS AIR SPACE 48" x 48" x 1" THK. HIGH TEMP. LINING PANELS: ATTACH w/ #8-18 x 3" SCREWS ©12" O.C. "PRO -TWIST" SELF -DRILLING TYPE (ESR-1408) STRUCTURAL WALL PER PLAN (CMU SHOWN, CONC. SIM.) PER PLAN NOTE: FOR ADDITIONAL HIGH TEMP. LINING PANEL INFORMATION, REFER TO PROJECT SPECIFICATIONS HIGH TEMP. LINING PANEL @ SLAB CMU WALLS PER PLAN 5/8" GYPSUM BOARD CEILING PANEL @ OPENING. REFER TO PLANS FOR SIZE l ( I';_ 8 -.. _ .., k " _°,",,-: '"' )_"" I k" k ""� k:. " I SLIDE OUT I. I t it 11 h f".." ' • 2 x 4 CEILING JOISTS @ 16" 0.C. ABOVE GYPSUM BOARD PANEL, TYP. 10 NOTE: CONTRACTOR TO PROVIDE ADDITIONAL CEILING PANEL STOCK. QUANTITY = 24 PLAN VIEW LOOKING UPWARD THERMAL LINER @ CEILING, PER PLAN CEILING BREACH PROP (4' x 8' OPENING) NOTE: THE PURPOSE OF THIS PROP IS FOR THE FIREFIGHTER TO BREACH AND REMOVE A CEILING TILE USING HIS TOOLS TO ALLOW VISIBILIY TO ATTIC SPACE ABOVE. UPON BREACHING, THE TRAINER WILL SIMPLY REPLACE THE GYPSUM BOARD CEILING PANEL FOR THE NEXT SCENARIO THERMAL LINER WALL ASSEMBLY PER PLAN 2 x 4 CEILING JOISTS @ 16" 0.C. ABOVE GYPSUM BOARD PANEL, TYP. PLAN VIEW LOOKING UPWARD 9 8 SLIDE OUT RE: K4/ A-2-131 5/8" GYPSUM BOARD CEILING PANEL @ OPENING. REFER TO PLANS FOR SIZE CMU WALLS PER PLAN THERMAL LINER @ CEILING, PER PLAN NOTE: CONTRACTOR TO PROVIDE ADDITIONAL CEILING PANEL STOCK. QUANTITY = 12 CEILING BREACH PROP (4' x 4' OPENING) RE: A4/ A-2-131 7 6 5 „ = 1'-0" CMU WALL PER PLANS, TYP., S.S.D. 1-1/4" x 18 GA GALV. HAT CHANNEL @ 48" O.C. E.W. w/ "SIMPSON" TYPE PDP-125, 1-1/8" PENETRATION (ESR-2138) POWDER ACTUATED FASTENERS CONT. 3"x 2"x 1/4" ANGLE FASTENED TO SLAB W/ HILTI KB-TZ EXPANSION ANCHORS, MIN. 48" O.C. SPACING (12" MAX. ON ENDS) HIGH TEMP LINING CLOSURE @ PANEL ENDS AIR SPACE 48" x 48" x 1" THK. HIGH TEMP. LINING PANELS: ATTACH w/ #8-18 x 3" SCREWS @ 12" O.C. " PRO -TWIST" SELF -DRILLING TYPE (ESR-1408) NOTE: 1) FOR ADDITIONAL HIGH TEMP. LINING PANEL INFORMATION, REFER TO PROJECT SPECIFICATIONS 2) LINING TERMINATION @ CEILING APPLICATION SIMILAR HIGH TEMP. LINING WALL TERMINATION „ =1'-0" L5 x 5 x 3/8 GALV ANGLE FRAME, S.S.D. CONT. LLV5 x 3-1/2 x 3/8 © (3) SIDES OF OPENING TO ALLOW FOR GYP. BD. SHEET INSTALLATION 2x4CLGJST 16" 0.C. FABRICATED 1/4" THK S JST HGR, S.S.D. GYP. BD CLG PANEL (SHOWN DASHED) 0 0 " =1'-0" L2 x 2 x 1/4 BWTN CLG JOISTS @ (2) SIDES OF OPENING TO HOLD GYP. BD. BREACH PANEL. FASTEN ANGLES TO LLV5 x 3 x 3/8. CEILING BREACH PROP PANEL DETAIL RE: 18/ A-2-801 L5 x 5 x 3/8 GALV ANGLE FRAME ALL (4) SIDES OF OPENING, S.S.D. CONT. LLV5 x 3-1/2 x 3/8 @ (3) SIDES OF OPENING TO ALLOW FOR GYPSUM BOARD INSTALLATION , L// d al N.— INTERIOR CMU WALL, AS OCCURS THERMAL LINER WALL ASSEMBLY GYPSUM BOARD CEILING PANEL, TYP. CEILING BREACH PROP SECTION RE: 28/ A-2-801 L5 x 5 x 3/8 GALV ANGLE FRAME ALL (4) SIDES OF OPENING, S.S.D. CONT. LLV5 x 3-1/2 x 3/8 @ (3) SIDES OF OPENING TO ALLOW FOR GYPSUM BOARD INSTALLATION WELDED SS BAR GRATING w/ SEAT NOTCH IN CONC. SLAB INTERIOR CMU WALL, AS OCCURS THERMAL LINER WALL ASSEMBLY GYPSUM BOARD CEILING PANEL, TYP. CEILING BREACH PROP SECTION w/ COVER GRATE REFER TO PLANS FOR SPACING OF INSERTS CONC ROOF DECK: SEE STRUCT. RE: 16/ A-2-801 PROVIDE 3/8" DIA THREADED INSERT MODEL #444 WITH ADAPTER PLUG MODEL #446 BY HECKMANN BUILDING PRODUCTS, INC. (800) 621-4140 OR APPROVED EQUIV. NOTE: THE PURPOSE OF THESE ANCHORS ARE TO PROVIDE TIE -DOWN SUPPORT FOR TEMPORARY SHADE STRUCTURES PLACED ON THE ROOF DURING VARIOUS TRAINING EXERCISES. WHEN NOT IN USE THE ADAPTERS ARE PLACED IN THE INSERT TO PREVENT DIRT AND DEBRIS FROM ENTERING. 4 3 THREADED INSERT @ SLAB 2 „ = 1'-0" 1 Contractor OVERAAt Construction Drawing Title ARCHITECTUAL DETAILS - TRAINING TOWER Drawing No. N M L K J H G D A-2-801 A CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 R P O NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number Project DATE 10/02/2024 ISSUE DESCRIPTION 50% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I0th Street, Suite 201 Oakland. CA 94607 SKA Project Number: 24702 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R NOMINAL 8' CMU CLIENT R CMU WALL, FULLY GROUTED, TYP., S.S.D. RWcp k O CMU WALL BEYOND *� -�- _<; _,� SEALANT EACH SIDE DRY STACK FIRE BRICK ►�♦ �♦�:. `- ';:; : ALIGN 3/4" 53/4" PER PLAN CMU LINTEL PER ,'•: - ; � �� H.M. DOOR FRAME, • DOOR PER SCHEDULE STRUCTURAL ��',.:"- _'. _,; ;:; =` �� DOOR FRAME, PER _`; �� GROUT SOLID �`• �� • SCHEDULE ♦:♦� `'_-:-, a a . ��������♦� ALUMINUM SADDLE THRESHOLD "� �j �..r �^^ �' - .: "- ,:-:♦: • � �� V AINAL 8" CMU FRAME PER SCHEDULE a - °�_ DOOR, PER SCHEDULE DOOR, PER SCHEDULE Q �''=° `,-= ;' �� d •"_.,;,- .`:- ; a, THRESHOLD, SET IN CONCRETE SLAB SLOPE TO ♦�♦�`"_,"' .:♦� EXTERIOR SIDE ° Ihd° ' I A 'a `e I { , SEALANT & ANCHORED TO THRESHOLD, SET IN SEALANT FRAME, PER SCHEDULE ♦ ; °_° ,_ °a,-, , ° DRAIN PER PLAN & ANCHORED TO SLAB z = ���♦�♦�♦�♦�♦�♦� ° °:e' a °d °_ SLAB UNDERCUT DOOR PER DETAIL 11/D- V f V �j T I V 0 h 04 4 A a '� d 0 �, 1 / SLAB - 1 CONCRETE SLAB A9.31, AS OCCURS / SEALANT EACH SIDE° °d°a- a-1 WEEP TYPONT. (TYP) / u u FLOOR FINISH PER SCHEDULE p ° - a ° ,,:, le2 -d-, CONTINUOUS UNDER DOOR _ a< H.M. DOOR, PER • GROUT SOLID (TYP) ° ° ° g U SCHEDULEA ' ° ° d°<�°I/ P ALAM EDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE10TH , FLOOR, OAKLAND, CA 94612 P ° 1 7/8" � NOMINAL CMU R.O. ° ° g o-,. a e PAINTED H.M. FRAME 0 1 ° a ° ° _ _ _ d ? a d • • z• =� " - ° A ° ° _ a p a.. ` d ° , ° _ ° _ a d• _ °, HM DOOR, PER SCHEDULE 1 EXTERIOR SIDE Q ° d _ = d d , d• a ; -_ V EXTERIOR DOOR HEAD @ 8" CMU 6 EXTERIOR DOOR JAMB @ 8" CMU 5 EXTERIOR DOOR THRESHOLD @ 8" CMU 4 DOOR TRANSITION @ FIRE BRICK 3 TYP. INTERIOR DOOR THRESHOLD 2 INTERIOR DOOR SILL w/o THRESHOLD O 0 3" = 1'-0" 3" = 1'-0" 3" =1'-0" 3" =1'-0" 3" =1'-0" 3" = 1'-0" OPERATING LEVER LATCH BY FIRE FACILITIES EACH SIDE, CENTERED i H.M. DOOR, PER SCHEDULE PER PLAN 41/2" H.M. DOOR FRAME, VERTICALLY ON DOOR, TYPICAL CMU or CONC. LINTEL PER STRUCTURAL 1 I GROUTED SOLID EXTERIOR SIDE INTERIOR BURN 2" H.M. FRAME LATCH SIDE HINGE SIDE 6" ®� HIGH TEMPERATURE LINING, WALL N N HIGH TEMP. LINING ROOM SIDE if / PEROPLANS/CMU PEMKO "WTFMWIDE THROW" r� C 1 INSTALLED PER MFR WHERE OCCURS INSTALL 1 7/8" 1/4" CONTINUOUS ALUMINUM GEAR HINGE. `�_ / o, b, ►�,1 �� SPECIFICATIONS PER MFR SPECIFICATIONS IVES SB453 8" SURFACE BOLT; ATTACH TO DOOR AND FRAME PER = o "'- " II TYPICAL H.M. / PAINTED H.M. DOOR PER SCHEDULE. ALIGN ¢ ` H.M. DOOR FRAME: I� PROVIDE HOLE AT RABBET TO MFR. ��; _= �� GROUT SOLID H.M. DOOR CONCRETE/CM DOOR & FRAME w/ MODIFY DOOR TO ACCOMODATE _ �� PER SCHEDULE I/�11 ACCEPT BOLT U WALL PER \` PAINT FINISH / FORCE LATCH ASSEMBLY T� ////�///////, PLAN, TYPICAL � �� M UNDERCUT DOOR TO � ABH "9010RA" OVERHEAD v' a ; ,. �/'///////////////� �////////� , ,� H.M. DOOR FRAME, CONCRETE SLAB. cL DOOR STOP/HOLD OPEN.'///// GROUT SOLID ACCOMODATE FLOOR t REFER TO/ SLOPE &ALLOW FORCIBLE ENTRY TRAINING ASSEMBLY _ PROVIDE DOOR REINFORCEMENT s �u_i�I �, PER MFR. z► DRAINAGE PLAN o o DRAINAGE OF WATER TRUFORCE SELF INSTALLED ('���� UNIT" BY M M ��►� %,��'��EXTERIOR CMU or � J ' HIGH TEMPERATURE LINING FOR SLOPE o BELOW TROXFIRE https://troxfire.com). INSTALL ��� PANELS WHERE NOTED. \ PER MANUF. INSTRUCTIONS • CONC. WALL, S.S.D. M z TEMP. LINING NELS,�� INSTALL ON DOOR PER MFR PER MANUF. PER SCHEDULE DULE 6" NISTALLED ON DOORGH PER ER MFR i ' ' RECOMMENDATIONS \ ,� d / � %//%A RECOMMENDATIONS. NOTCH LINING ° a m. _ ° ° ,, ° o ®�® A�® �////®� AS REQ'D d a ,` ° ° tr- ' U) @STOP CMU or CONC. WALL PER PER PLAN a , a : - ° a FINISH FLOOR INTERIOR BURN STRUCTURAL NOTES: HIGH TEMPERATURE LINING PANELS EXTERIOR SIDE 1. ISOLATE DISSIMILAR METALS AS REQ'D. WHERE NOTED. INSTALL ON DOOR PER ROOM SIDE 2. PROVIDE ROCKWOOD 409 WALL STOP ALIGNED WITH DOOR LATCH, TYP. ON EXTERIOR WALL INTERIOR BURN MFR RECOMMENDATIONS NOTE: THE INTENT OF THIS PROP IS TO PROVIDE A DOOR WHICH REQUIRES THE FIREFIGHTER TO L L FORCE BACK THE LATCH TO OPEN. ROOM SIDE OUTWARD ACTING SPECIAL OPENING JAMB w/ LINING 10 OUTWARD ACTING SPECIAL OP. HD. w/ LINING 11 OUTWARD ACTING SPECIAL OP. SILL w/ LINING 9 TYP. DOOR BOTTOM @ SLOPING CONC. FLOOR $ TYP. FORCIBLE ENTRY DOOR 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0" 3/8" = 1'-0" 3/8" = 1'-0" CONC. or CMU WALL PER �,. 4' 0 211256" i • PLAN, TYP. 1 CONCRETE or CMU WALL OPENING 18 K K PER PLAN OPERATING LEVER LATCH BY FIRE H.M. DOOR PER SCHEDULE 1/2" GYP BD . -2-80 2 80 EACH SIDE, CENTERED CMU or CONC. LINTEL PER EXTERIOR SIDE INTERIOR BURN EA. SIDE "SIMPSON" VERTICALLY ON DOOR, TYPICAL STRUCTURAL FACE MOUNTED HANGERS - ROOM SIDE • rii LATCH SIDE HINGE SIDE ��I H.M. DOOR (— "WT-FM-WIDE PER SCHEDULE IVES SB453-8" SURFACE BOLT; 1 PEMKO CONTINUOUS THROW" ALUMINUM GEAR HINGE. b o` b , /' -: ` ; :'_ , PROVIDE HOLE AT ACCEPT BOLT RABBET TO ATTACH TO DOOR AND FRAME PER MFR. MU WALL OPENING J ALIGN MEE H.M. DOOR FRAME: GROUT SOLID M NOTE: THE PURPOSE OF THIS PROP IS TO ALLOW THE FIREFIGHTER TO H — BREACH THRU THE WALL USING A TOOL. vi H.M. DOOR FRAME, THIS SCENARIO WILL BE REPEATED (9 � GROUT SOLID 2x D.F.P.T. FRAMING @ U REQUIRING THE TRAINER TO REPLACE O.C., °: m° „ ;, '� �4 �� A ABH "9010RA" OVERHEAD DOOR STOP/HOLD OPEN. ¢ L— ® THE INTERIOR 2x FRAMING AND GYPSUM BOARD i 16" TYPICAL N a.�l •` AS REQUIRED. w ° I e► PROVIDE DOOR REINFORCEMENT — . PER MFR. w . ,��� EXTERIOR CMU or H.M. DOOR 5/16" MAX. CONC. WALL, S.S.D. PER SCHEDULE 6° CMU or CONC. WALL PER PER PLAN cL PER MANUF. STRUCTURAL 4x D.F.P.T. PERIMETER H u NOTES: 1. ISOLATE DISSIMILAR METALS AS REQ'D. INTERIOR BURN z o FRMG w/ CSK BOLTS, MIN. 1/2"o (3) PER SIDE 2. PROVIDE ROCKWOOD 409 WALL STOP ON EXTERIOR WALL EXTERIOR SIDE ALIGNED WITH DOOR LATCH, TYP. ROOM SIDE L _I L— _I L- INTERIOR BURN ,/fl ROOM SIDE I FIN. FLOOR • G G OUTWARD ACTING SPECIAL OPENING JAMB w/o LINING DU1-VARD ACTING SPECIAL OPENING HEAD w/o LININCOUTMRD ACTING SPECIAL OPENING SILL w/o LINING 13 WALL BREACH PROP ELEVATION 12 1 1/2" = 1'-0" RE: J4/ A-2-301 1 1/2" = 1'-0" RE: J4/ A-2-301 1 1/2" = 1'-0" 1 " = 1'-0" PER PLAN PER PLANS PER PLANS PER PLANS rN :'�� • • H.M. DOOR PER �� SCHEDULE t t t t CMU LINTEL PER CMU WALL, S.S.D. .:_ . , , / j / ", CMU WALL & LINTEL .♦� ,••_' O" ,' ♦ STRUCTURAL `,; ; _; "; HIGH TEMPERATURE 1/2"o A.B. w/ MIN. 4" REFER TO STRUCT. '♦. ►♦ ". LINING PANELS WHERE ♦♦� " •♦ ` , �� HIGH TEMPERATURE LINING: •� �• NOTED. INSTALL ON EMBED, TYPICAL �' ` 4x D.F.P.T. PLATE, - /' - Mil M l , , , ����� INSTALL PER MFR 7' • � DOOR PER MFR '� �� ► TYPICAL TOP & SIDES '/ D�1•�•�•�•�•�•�•�♦��. z , � ' z �`� SPECIFICATIONS ° _ RECOMMENDATIONS z c� ��A. c� / '�► z IIIi- - - - ' 1 ♦ a d - -° J J 0 l � �� IWI ¢ ¢it bi ¢ gla a ° ` ° _MI a ° =� EXTERIOR/INTERIORM1111.111111 TOP FLASHING W/ e.. • -®' ° i' ° L- -� - ; a a " a CMU WALL, S.S.D. 1/2" GYP. BD. EACH NOTE: If this drawingis not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. ©2024 Shah Kawasaki Architects DRIP EDGE �•' °°d ,a °d °' ° SIDE: TACK IN PLACE "SIMPSON" FACE MOUNT♦ NO HIGH TEMPERATUREPAINT FINISH HANGER, MODEL #HUS26 H.M. DOOR & FRAME: PAINT WITH _ LINING TO BE INSTALLED TOP &BOTTOM e.F HIGH TEMP PAINT PER L :�:�♦�• AT HINGE JAMB TO ALIGN EDGE OF SLAB Revision Number DATE ISSUE DESCRIPTION E E II J a SPECIFICATIONS a,° a ALLOW IN SWINGING 2x STUDS @ 16" O.C. DEPRESSION w/ FACE OF 10I0212024 50% DESIGN DEVELOPMENT • DOOR TO OPEN FULL 90 EXTEND DRY STACK FIRE INCREASE LENGTH OF A.B. AS REQ'D WALL, TYPICAL TRIM TO FIT 4x D.F.P.T. SILL w/ 1/2"o A.B. DEGREES BRICK THROUGH BREACH TO OBTAIN MIN. EMBED INTO COUNTERSUNK HIGH TEMPERATURE LINING AFFIXED CONCRETE OPENING, TYP. CONCRETE SLAB FIRE BRICK, PER PLAN ALIGILI I TO FACE OF DOOR PANEL PER MFR. FLOOR SLAB prfrj K Kin j FIN. FLOOR FIN. FLOOR i I FIN. FLOOR DETAILS; NOTCH AT HARDWARE ° d j HINGE a ° / // // / 1 f // // // / M M M M .I ° d 1 // /•/ / 1 �/ ° � d � ° `d 9 ", , . ° p d ° HIGH TEMPERATURE ° A�,� p._e \°I„� a ° _ a d VERTICAL MULLION INTERIOR �� LINING PANELS WHERE _ e ° 4= ° ° _° ° -. d, `a` ° ° ° ° ° � ° ° ° ° e HM DOOR, PER SCHEDULE 2 • NOTED. INSTALL ON _ ° , ° , ° ° °4 ; d ° :� : ° . °' a • d _ ,- a, e d ° °" D BEYOND: WHERE / BURN ROOM WALL PER MFR NOTE: SEE PLANS FOR BREACH NOTE: FOR ADDITIONAL NOTE NOTE: FOR ADDITIONAL NOTES, OCCURS PER PLAN SIDE RECOMMENDATIONS OPENING LOCATIONS SEE CONDITION "A" SEE CONDITION "A" (JAMB SIM.) 00NDITION @ CONCRETE SLAB CONDITION @ FIRE BRICK CONDITION @ FIRE BRICK TO SLAB TRANSITION Project ALAMEDA 5053 FIRE GLEASON TRAINING ENTER 94568 DRIVE, COUNTY DU BLIN, CA GLAZING GASKETS, TYP. INWARD SWINGING DOOR 0CO HIGH TEMP LINING CMU WALL INWARD SWINGING DOOf @ 1'�IIPERATURE LINING @ IN -SWINGING DOOR -JAMB 16 WALL BREACH PROP SECTION 18 CENTER OF HORIZONTAL MULION 3" = 1'-0" 3" = 1'-0" RE: 12/ A-2-802 1 " = 1'-0° .1 PER PLAN 1/4" THICK FIXED ALUM. NOTES: PER PLAN METAL PANELS, TYP. — �♦.��-- . 1. ISOLATE DISSIMILAR METALS AS REQ'D. '=;;=-:,-: ; CMU CONC- LINTEL PER �♦�.="r , ;� - C.I.P. CONCRETE OR CMU LINTEL 2. PROVIDE ROCKWOOD 409 WALL STOP ON EXTERIOR WALL or '♦' .♦,' •' PER STRUCTURAL ALIGNED WITH DOOR LATCH, TYP. STRUCTURAL EXTERIOR SIDE INTERIOR EXTERIOR INTERIOR _ �'-''- = �'- �' ��/ ��� or ��'•'�'�'� ROOM SIDE Architect of Record J K A 11V H A A S A H K f Contractor •�♦�, , HIGH TEMPERATURE LINING: LATCH SIDE HINGE SIDE "' •, � INSTALL PER MFR I IVES SB453 8" SURFACE BOLT; •�♦�•` • •' ��•�♦�, SPECIFICATIONS "'- -: , �. �, PROVIDE HOLE AT RABBET TO ' o: z �- � r 5/16" MAX. ,� ®/';,.:-:" : ;_- :/� 1 _ J ACCEPT BOLT � H.M. DOOR • °�� � H.M. DOOR PER SCHEDULE --- �♦����♦ ¢ � PER MANUF. H.M. DOOR FRAME: ����� ;:I PER SCHEDULE ALUM. STOREFRONT FRAME �, ARCHITECTS S74 I Oth Oakland, Street, CA Suite 94b07 201 OVERAA Construction TYP. ° GROUT SOLID I a d• - , '- „ � / ��� ��� � ABH "9010RA" OVERHEAD � H.M. DOOR FRAME, _- a --II� H.M. DOOR & FRAME: PAINT WITH ®% HIGH TEMP PAINT PER U �'" I' s� '',• DOOR STOP/HOLD OPEN. GROUT SOLID • Z ao CONT. SEALANT AND BACKER °%%� H.M. DOOR , c� ROD, TYP. • SPECIFICATIONS DOOR REINFORCEMENT PER SCHEDULE Q PER MDR , Drawing Title ARCHITECTURAL DETAILS - TRAINING TOWER OPENINGS GALV FLASHINGII � Lu - �I-J �• EXTERIOR CMU or BELOW FRAME W/ (2) �►������- j-iiii HIGH TEMPERATURE LINING AFFIXED TO • r CONC. WALL, S.S.D. 6" CONT. BEADS OF /% FACE OF DOOR PANEL PER MFR. f f 1 7/8" 1/4" PER PLAN SEALANT @SILL) DETAILS; CMU or CONC. WALL PER A �, ALIGN A ° " ° d NOTCH AT HARDWARE "WT-FMWIDE INTERIOR STRUCTURAL ° b ' < a OPERATING LEVER LATCH BY FIRE PEMKO THROW" Drawing No. A-2-802 �� --------- HM DOOR, PER SCHEDULE FACILITIES EACH SIDE, CENTERED INTERIOR ROOM CONTINUOUS ALUMINUM GEAR HINGE. EXTERIOR SIDE ROOM SIDE VERTICALLY ON DOOR, TYPICAL ATTACH TO DOOR AND FRAME PER MFR. SIDE OUTWARD SWINGING DOOR (JAMB SIM.) TYP. SECTION @ STOREFRONT WINDOW HICHTEMP LINING @ CMU WALL OUT SWINGING DOOR 19 INWARD ACTING SPECIAL OPENING JAMB w/o LINING IN22RD ACTING SPECIAL OPENING HEAD w/o LINING INIVARD ACTING SPECIAL OPENING SILL w/o LINING 20 3" = 1'-0" 3" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'_c' SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 FLAT BOTTOM OF SUSPENDED CONCRETE SLAB ABOVE SERIES 301 TRACK SECTIONS w/ "6/301S" HANGERS @ ENDS, JOINTS, & 2'-11" MAX. SPACING. SECURE HANGER w/ (4) 300 S.S. SCREW ANCHORS PER STRUCTURAL OM, ■- ■ NOTE2 T T CLEAR HEIGHT VARIES PER FLOOR SLOPE i a 1 V i TROLLY/DOORBRACKETS PER DOOR PANEL /10S.S. DOOR PANEL HEIGHT PER PLAN THRU-BOLTS © EACH BRACKET, TYP. PER MANUF. DOOR PANELS ON EA. SIDE OF ROOM PER PLAN (2) "994" SURFACE BOLTS ON EXTERIOR FACE OF DOOR PANEL w/ DRILLED RECEIVING HOLES IN SLAB, TYP. COORDINATE HOLE LOCATIONS IN FIELD w/ ALAMEDA COUNTY FIRE DEPARTMENT & SLAB REINFORCING LOCATIONS SLOPING FLOOR r LINE PER PLAN1 NOTES: 1. SLIDING DOOR HARDWARE AS MANUFACTURED BY P.C. HENDERSON & DISTRIBUTED BY PEMKO (ASSA ABLOY). 2. ADJUST DOOR PANEL HEIGHT AS REQ'D TO MINIMIZE DISTANCE BETWEEN TOP OF DOOR & TROLLY. DOOR PANEL WIDTH PER PLAN FLAT BOTTOM OF SUSPENDED CONCRETE SLAB ABOVE GALV. STEEL PIPE FLANGE @ T&B OF PIPE POST, ANCHORED TO FLOOR & CLG w/ (4) CONCRETE SCREWS EACH. OFFSET PIPE FROM WALL AS REQ'D FOR PARTITION TO SWING FLAT AGAINST ADJOINING WALL SURFACE 2-1/2"o STD GALV. STEEL PIPE POST EQ EQ +6" (3) 3"0 STD GALV. STEEL PIPE HINGES w/ 3/16" THK GALV. STEEL PLATES ON EACH SIDE OF PARTITION & (4) 3/16"0 GALV. THRU-BOLTS w/ NUTS & LOCK WASHERS GALV. HSS PARTITION FRAME MEMBERS SHOWN DASHED GALV. STEEL PLATE FACE ON ONE SIDE OF PARTITION, TYPICAL SURFACE CANE BOLT ON FACE OF PARTITION. PROVIDE DRILLED RECEIVING HOLES IN SLAB, TYP. COORDINATE HOLE LOCATIONS IN FIELD w/ ALAMEDA COUNTY FIRE DEPARTMENT & SLAB REINFORCING LOCATIONS N5 -2-80 • CLEAR HEIGHT VARIES PER FLOOR SLOPE OFFSET PIPE FROM WALL AS REQ'D FOR PARTITION TO SWING FLAT AGAINST ADJOINING WALL SURFACE MIN. CLEARANCE AT HIGH POINT OF SLOPING FLOOR SURFACE 2-1/2"o STD GALV. STEEL PIPE POST, FLR-TO-CLG (4) 3/16"0 GALV. THRU-BOLTS PIVOT PARTITION WIDTH 3/16" THK GALV. STEEL PLATES ON EACH SIDE OF PARTITION WELDED TO HINGE 3"0 STD GALV. STEEL PIPE HINGES 1/4" R. EDGE, TYPICAL to CMU WALL PER PLANS • INTERIOR SIDE S.S.D. FOR WIDTH 1/4" CONT. GALV STEEL BENT PLATE CAP w/ ALL WELDS & EDGES GROUND SMOOTH PRIOR GALVANIZING PROVIDE SHIMS @ EXTERIOR SIDE AS REQ'D TO PROVIDE SLOPE 3/16"0 x 1-3/4" LONG SS CONCRETE/MASONRY SCREW ANCHOR w/ COUNTERSUNK HEAD @ 24" O.C. EACH FACE, STAGGERED EXTERIOR SIDE CLIENT R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P O SLIDING PANEL ELEVATION N17 1/2" = 1'-0" PIVOT PARTITION ELEVATION N8 1/2" = 1'-0 PIVOT PARTITION HINGE RE: N8/ A-2-803 N5 „ = 1'-0" PARAPET WALL CAP RE: A4/ A-2-301 N1 1 1 /2" = 1'-0' 0 FIN. FLOOR (4) REMOVABLE GRATES MADE OF 1/4" #20 CAST IRON EXPANDED METAL w/ FLAT PLATE FRAME, TYPICAL 3" x 1/4" FLAT PLATE POST @ MIDPOINT, TYP. DOUBLE ANGLE AT MIDPOINT (2 LEVELS) ELEVATION PLAN VIEW • REMOVABLE GRATES (4 TOTAL): 1/4" #20 CAST IRON EXPANDED METAL w/ FLAT PLATE FRAME 3" x 3" x 1/4" ANGLE FRAME w/ WELDED CONNECTIONS, COPE ALL CONNECTING ENDS 1-1/4" WIDE x 1/4" FLAT PLATE CROSS BRACING @ BOTH SHORT ENDS & (1) LONG SIDE, WELDED TO ANGLE FRAME 6' P THIS FRAME IS TO PROVIDE A PORTABLE LOCATION FOR COMBUSTIBLE MATERIALS TO BE BURNED. THE xVW,p3rt,•,'ME AeI jt-Kb MURAL SHALL BE )Sf119,EP JOANT.60afi114:31 SREMOVAL WHEN UPPER or LOWER BURNING IS DESIRED. 3" x 3" x 1/4" VERTICAL ANGLE LEGS @ CORNERS, TYP. NOTE: UPON COMPLETION OF FABRICATION ALL METAL FRAME SURFACES SHALL BE PAINTED USING HIGH -TEMPERATURE PAINT. SUMMARY OF QUANTITIES: PROVIDE RACK FOR EACH BURN AREA OF TRAINING TOWER (10 TOTAL). 1'-10" FIN. FLOOR SAFETY CAP SERRATED ALUMINUM RAILS, TYPICAL STAIR TOWER ROOF LEVEL ti 0 ti 1'-6" ELEVATION 1-1/4" SERRATED ALUM. RUNGS, TYP. 3/16" ALUMINUM WALL BRACKET SECTION STAIR #3 EXTERIOR CONCRETE or CMU WALL, PER PLAN ALL PIPING TO BE PAINTED: REFER TO GENERAL NOTES DELUGE SPRINKLER HEAD @ CEILING. REFER TO FIRE PROTECTION DWGS FOR LOCATION & QTY GATE VALVE ON LATERAL IN STAIR TOWER TO RESTRICT FLOW TO HEADS @ +72" AFF MAX. MTG HGT 11 II II. II: 5th FLOOR as STD FIRE DEPT. CONN. @ EACH FLOOR LEVEL OF STAIR TOWER STD FIRE SPRINKLER RISER ASSEMBLY w/ GATE VALVE TO SHUT-OFF FLOW TO INTERIOR HEADS CONC. FLOOR SLAB RIGID GALVANIZED WATER LINE. HOLD TIGHT TO CONCRETE/CMU WALL & TO B.O. FLOOR EXTERIOR CONCRETE or CMU WALL PER PLAN 2nd FLOOR 2' -11 15/16" EXTERIOR FIRE BELL ACTIVATED BY FLOW SWITCH EXTERIOR FIRE DEPT. CONNECTION @ WALL PROVIDE EXTERIOR DRAIN VALVE(S) FOR SYSTEM TYPICAL P.I.V. IN CONCRETE. VERIFY EXACT LOCATION w/ OWNER SET VERTICAL PIPE TO AVOID STRUCTURE & BRACE TO WALL. THIS PROP IS FOR TRAINING PURPOSES ONLY CONNECT WATER SEE CIVIL DWG. NOTE: THE PURPOSE OF THIS PROP IS TO ADD REALISM TO THE INTERIOR FIRE TRAINING ENVIRONMENT BY INCORPORATING MANUALLY ACTIVATED SPRINKLERS. THE SYSTEM RUNS THROUGH A TYPICAL P.I.V. VALVE AT THE STREET LEVEL. A STANDARD WALL MOUNTED EXTERIOR FIRE BELL IS ACTIVATED FROM A FLOW SWITCH UPON OPENING OF THE GATE VALVE. THE WATER FLOWS THROUGH THE BUILIDING AND THE ELECTED SPRINKLER HEADS. THE SYSTEM SHALL HAVE TWO (2) SOURCES OF WATER SUPPLY. ONE SHALL BE FROM THE ON -SITE FIRE MAIN, THE OTHER WILL BE VIA EXTERIOR WALL MOUNTED FIRE DEPARTMENT CONNNECTION. SYSTEM SHALL BE PROVIDED WITH AN EXTERIOR DRAIN FOR FREEZE PROTECTION. ALL PIPING IN THE INTERIOR OF THE BUILDING IS TO BE SECURED TO THE CONCRETE/CMU WALLS AND UNDERSIDE OF THE FLOOR CONCRETE DECKS. TO ALLOW FOR SPECIFIC CONTROL LOCATIONS, GATE VALVES ARE TO BE INSTALLED FOR EACH ROOM SHOWN. VALVES SHALL BE LOCATED OUTSIDE PROTECTED ROOM BEFORE WALL PENETRATION AS SHOWN WHICH WILL ALLOW THE INSTRUCTOR TO INCLUDE OR EXCLUDE ROOMS DURING THE TRAINING SCENARIO. THIS IS NOT A LIVE SYSTEM. THE HEADS WILL NOT ACTIVATE FROM FUSIBLE LINKS NOR WILL NOTIFICATION TO THE MAIN FIRE ALARM SYSTEM OCCUR. TYPICAL CLASS "A" LOW BURN RACK F13 3/4" = 1'-0" EXTERIOR ACCESS LADDER F8 1/2" = 1'-0" TRAINING SPRINKLER SYSTEM F1 1/4" = 1'-0" N M L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. 0 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 1 0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title ARCHITECTURAL DETAILS - TRAINING TOWER Drawing No. A-2-803 A SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 131 21 20 19 18 17 16 15 14 13 12 11 10 DOOR SCHEDULE - TRAINING TOWER R P O N From Room: Name DOOR NO. FIRE RATING HW SET DOOR ACCESS CONTROL TYP E OPENING DOOR FRAME WIDTH HEIGHT THICK MAT'L FINISH MAT'L PUSH PULL DETAILS JAMB HEAD SILL COMMENTS 2-TOWER BUILDING COMMERCIAL SPACE 2-101.1 3B 3' - 0" 7' - 0" 1 3/4" ALUM. STOREFRONT W/ 1/4" THICK FIXED ALUM. METAL PANELS, TYP. COMMERCIAL SPACE 2-101.2 1 3' - 0" 7' - 0" 1 3/4" *1 COMMERCIAL SPACE 2-102.1 4B 6' - 0" 7' - 0" 1 3/4" ALUM. STOREFRONT W/ 1/4" THICK FIXED ALUM. METAL PANELS, TYP. COMMERCIAL SPACE 2-102.2 9 4' - 0" 7' - 0" 2" SEE DETAIL 7/D-A9.32 FOR MOUNTING & HARDWARE INFORMATION COMMERCIAL SPACE 2-102.3 9 4' - 0" 7' - 0" 2" SEE DETAIL 7/D-A9.32 FOR MOUNTING & HARDWARE INFORMATION COMMERCIAL SPACE 2-102.4 1 3' - 0" 7' - 0" 1 3/4" *1 2-103.1 3B 3' - 0" 7' - 0" 1 3/4" ALUM. STOREFRONT W/ 1/4" THICK FIXED ALUM. METAL PANELS, TYP. COMMERCIAL SPACE 2-103.2 1 3' - 0" 7' - 0" 1 3/4" FORCEABLE ENTRY DOOR, *1 STAIR #3-1 F 2-104 1 3' - 0" 7' - 0" 1 3/4" *1 STAIR #3-2F 2-201.1 1 3' - 0" 7' - 0" 1 3/4" *1 HALL 2-201.2 1 2' - 4" 7' - 2" 1 3/4" *1 HALL 2-202.1 1 2' - 4" 7' - 2" 1 3/4" *1 MOTEL ROOM 2-202.2 1 3' - 0" 7' - 2" 1 3/4" *1 HALL 2-203.1 1 2' - 4" 7' - 2" 1 3/4" FORCEABLE ENTRY TRAINING DOOR, SEE DETAIL 17/D-A9.31 MOTEL ROOM 2-203.2 1 3' - 0" 7' - 2" 1 3/4" FORCEABLE ENTRY DOOR, *1 HALL 2-204.1 1 2' - 4" 7' - 2" 1 3/4" *1 MOTEL ROOM 2-204.2 1 3' - 0" 7' - 2" 1 3/4" *1 HALL 2-206.1 1 2' - 4" 7' - 2" 1 3/4" *1 APARTMENT 2-206.2 1 3' - 0" 7' - 0" 1 3/4" PRE -MANUFACTURED FORCEABLE ENTRY DOOR HALL 2-207 1 2' - 4" 7' - 2" 1 3/4" *1 STAIR #3-3F 2-301 1 3' - 0" 7' - 2" 1 3/4" *1 APARTMENT 2-302.1 1 2' - 4" 7' - 2" 1 3/4" *1 APARTMENT 2-302.2 2 5' - 0" 7' - 2" 1 3/4" *1 STAIR #3-4F 2-401 1 3' - 0" 7' - 2" 1 3/4" *1 APARTMENT 2-402 2 5' - 0" 7' - 2" 1 3/4" *1 STAIR #3-5F 2-501 1 3' - 0" 7' - 2" 1 3/4" *1 CLIENT R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P SPECIAL OPENING ELEVATIONS M 3'-4" L K 1-A UNLINED J 3'-4" 1-B THERMALLY LINED 1. HOLLOW METAL FRAMES WITH HOLLOW METAL DOORS, TYPICAL. 2. SEE EXTERNAL ELEVATIONS FOR DOOR SWING DIRECTION H 4'-0" 2-A UNLINED 4'-0" 2-B THERMALLY LINED FINISH FLOOR TRAINING TOWER - SPECIAL OPENING SCHEDULE MARK SIZE WIDTH HEIGHT 1-A 3'-4" 4'-0" OPERATION NOTES 1-B 3'-4" 4'-0" 1-H 2'-0" 1'-4" 2-A 4'-0" 4'-0" 2-B 4'-0" 4'-0" G DOOR TYPES DOOR NOTES F E D PER SCHEDULE PER SCHEDULE TYPE 1 SINGLE - FLUSH DOOR 10" MIN. SMOOTH & UNINTERRUPTED SURFACE KICK PLATE @ PUSH SIDE, TYP. WHERE CALLED OUT IN SCHEDULE PER SCHEDULE PER SCHEDULE TYPE 2 DOUBLE - FLUSH DOOR LOUVERS, S.M.D. 10" MIN. SMOOTH & UNINTERRUPTED SURFACE KICK PLATE @ PUSH SIDE, TYP. WHERE CALLED OUT IN SCHEDULE PER SCHEDULE TYPE 3A/3B SINGLE - LITE FULL 3A: GLASS PANEL 3B: 1/4" ALUM. PANEL PER SCHEDULE PER SCHEDULE 6" 6" 11 TYPE 4A/4B DOUBLE - LITE FULL 4A: GLASS PANEL 4B: 1/4" ALUM. PANEL PER SCHEDULE TYPE 9 SLIDING HANGING DOOR DOOR GLAZING LEGEND OT> TEMPERED GLAZING LAMINATED GLAZING GLAZING NOTE: SAFETY GLAZING MUST BE PROVIDED AT HAZARDOUS LOCATIONS PER CBC 2406.4, INCLUDING, BUT NOT LIMITED TO, GLAZING WITHIN 18 INCHES OF A WALKING SURFACE, GLAZING IN DOORS, AND WINDOWS ADJACENT TO DOORS. C B A PROVIDE ACOUSTICAL (STC) RATED DOORS WHERE INDICATED. PROVIDE 3/8" DOOR GLAZING WHERE INDICATED (ACOUSTICAL) FOR ADDITIONAL DOOR AND FRAME AND DOOR HARDWARE INFORMATION, REFER TO ROOM DATA SHEETS AND SPECIFICATION. SEE SPECS. AND A9.31 FOR MORE INFORMATION AT DOUBLE ACTING DOOR IN TOWER BUILDING. FLUSH WOOD STAIN DOOR WITH HOLLOW METAL FRAME @ INTERIOR DOORS IN CLASSROOM BUILDING, TYP. "SOUND-GASKETED" DOORS SHOULD INCLUDE A NEOPRENE BULB SEAL AT THE PERIMETER (PEMKO S88 OR EQUIVALENT) AND AN AUTOMATIC DROP BOTTOM SEAL (PEMKO 411 OR EQUIVALENT) *1 = HOLLOW METAL DOORS & FRAMES WITH CONTINUOUS GEAR HINGES, FIELD PAINTED N L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title WIINDOW & DOOR SCHEDULES - TRAINING TOWER Drawing No. A-2-921 A SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 ROOM # 2-TOWER BUILDING ROOM NAME ROOM FINISH SCHEDULE - TRAINING TOWER FLOOR FINISH BASE FINISH WALLS NORTH FINISH EAST FINISH SOUTH FINISH WEST FINISH CEILING FINISH COMMENTS 2-101 COMMERCIAL SPACE CONC2/FB - CMU-2/THRM CMU-2/THRM CMU-2 CMU-2/THRM X1/THRM 2-102 COMMERCIAL SPACE CONC2/FB - CMU-2/THRM CMU-2/THRM CMU-2 CMU-2 X1/THRM 2-103 COMMERCIAL SPACE CONC2/FB - CMU-2/THRM CMU-2/THRM CMU-2/THRM CMU-2 X1/THRM 2-104 STAIR#3-1F CONC2 - CMU-2 CMU-2 CMU-2 CMU-2 X1 2-201 HALL CONC2 - CMU-2 CMU-2 CMU-2 CMU-2 X1 2-202 MOTEL ROOM CONC2/FB - CMU-2 CMU-2 CMU-2 CMU-2/THRM X1/THRM 2-203 MOTEL ROOM CONC2 - CMU-2 - CMU-2 - X1 2-204 MOTEL ROOM CONC2 - CMU-2/THRM CMU-2/THRM CMU-2 CMU-2 X1/THRM 2-205 STAIR #3-2F CONC2 - CMU-2 CMU-2 CMU-2 CMU-2 X1 2-206 APARTMENT CONC2/FB - CMU-2 CMU-2 CMU-2/THRM CMU-2 X1/THRM 2-207 ATTIC CONC2/FB - CMU-2 CMU-2 CMU-2/THRM CMU-2/THRM X1 2-301 STAIR #3-3F CONC2 - CMU-2 CMU-2 CMU-2 CMU-2 X1 2-302 APARTMENT CONC2/FB - CMU-2/THRM CMU-2/THRM CMU-2/THRM CMU-2/THRM X1/THRM 2-401 STAIR #3-4F CONC2 - CMU-2 CMU-2 CMU-2 CMU-2 X1 2-402 APARTMENT CONC2 - CMU-2/THRM CMU-2/THRM CMU-2/THRM CMU-2 X1/THRM 2-501 STAIR #3-5F CONC2 - CMU-2 CMU-2 CMU-2 CMU-2 X1 FINISH SCHEDULE - INTERIOR - TRAINING TOWER MATERIAL MANUFACTURER MODEL SPECIES/COLOR/FINISH SIZE NOTE CEILING THRM-1 THERMAL LINING X-1 EXPOSED STRUCTURE - NO FINISH --- --- --- --- EXPOSED TRUSS FLOOR CONC-2 SEALED CONCRETE - NO DYE/STAIN W.R. MEADOWS INDUROSHINE SYSTEM (PDS-1) NO DYE/STAIN --- FB-1 FIRE BRICK FLOORING DEPRESSED INTO STRUCTURAL CONCRETE SLAB WALL THRM-1 THERMAL LINING FINISH SCHEDULE - EXTERIOR - TRAINING TOWER ROOF MATERIAL MANUFACTURER MODEL SPECIES/COLOR/FINISH SIZE NOTE R-2 ASPHALT SHINGLE ROOFING WALL CMU-2 CMU-EXPOSED BASALITE GROUND FACE, S-703(R), SEALED CLIENT R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P N L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title FINISH SCHEDULES - TRAINING TOWER Drawing No. A-2-931 A SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT D18 H18 caj 11 6 L18 -( 06.015 -.41-11-(05.084) Imo( 05.083 (26.041) 1A-3-201 u ICE 3-104 (09.053) 09.053 ( 07.042 �,- � SCBA ROOM 3-101 ; 09.052 ; ®, C09.052� 0 I : ® �� RESTROOM'" . _ RESTROOM"/ 3-103 ,- .. "- - - 3-102 ' . (09.053) .. G1 , - 23.031 GENERAL SHEET NOTES R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P WALL LEGEND ENLARGED PLAN - SCBA BLDG. RE: A4/ A-3-121 J13 1/4" =1'-0" REFLECTED CEILING PLAN - SCBA BUILDING RE: A4/ A-2-201 J4 1/4" =1'- M4\-3-2 DS (07.046) ( 23 033 ) G4\-3-2 DS (07.044 07.062 ROOF PLAN - SCBA BUILDING A13 zA-3-20 22.056 22.015 4'-8" 22.045 22.056 I 60" x 60" FLR SPACE RESTROOM II:"' '��. i 2'-4" 1 5'-8" 12'-77/ " 38' - 8" COVERED SEATING AREA 30" x48" FLR SPACE 38'-8" G4\-3-2 10.012 • • - • • - • • 3. CCLL' SP; E 06.015 05.078 05.083 26.041 • • - • • 10'-2" 18' - 01/4"� 13.031 • • - 7'-10" 22.057 (7.07) (08.014) pRo3ECT NpRTH 0 CONCRETE WALL or COLUMN, S.S.D. FOR THICKNESS & REINFORCING CMU WALL, S.S.D. FOR THICKNESS & REINFORCING THERMAL WALL LINER METAL PANEL EXPOSED CEILING WITH ACOUSITCAL SPRAY PENDANT LINEAR LIGHT, SHADING OF ANY LUMINARE INDICATES IT'S CONNECTED TO ALTERNATE POWER, S.E.D. RECESSED DOWNLIGHT, SHADING OF ANY LUMINARE INDICATES IT'S CONNECTED TO ALTERNATE POWER, S.E.D. CEILING SUPPLY/RETURN GRILLE, S.M.D. KEYNOTE 05.078 STAINLESS STEEL SHELVING WITH EXPOSED WALL BRACKETS ABOVE 05.083 STAINLESS STEEL COUNTERTOP WITH INTEGRAL STAINLESS STEEL BACKSPLASH 05.084 STAINLESS STEEL WITH EXPOSED WALL BRACKET 06.015 BASE CABINETS, PLASTIC LAMINATE FINISH - WHITE 07.042 PRE -FINISHED METAL SOFFIT PANELS, TYPICAL 07.044 PRE -FINISHED STANDING SEAM METAL ROOF PANELS AND TRIM, TYPICAL 07.046 ARROW INDICATES DOWNWARD DIRECTION OF ROOF SLOPE, TYPICAL 07.062 PAINTED ALUMINUM EAVE GUTTER 08.014 PAINTED HOLLOW METAL DOOR & FRAME 09.052 PAINTED GYPSUM BOARD CEILING OVER METAL CEILING JOISTS 09.053 EXPOSED ROOF STRUCTURE ABOVE 10.012 BACK PAINTED GLASS MAGNETIC MARKER BOARD MOUNTED WITH STAND-OFFS 11.964 BAUER SCBA AIR TANK FILLER. ANCHOR TO SLAB PER MANUFACTURER'S RECOMMENDATIONS AND DETAILS 11.965 O.F.0.1. AIR BOTTLE RACK, TYPICAL 13.031 PORTABLE METAL BLEACHERS, TYPICAL 22.015 RAIN WATER LEADER DOWN SPOUT, S.P.D. 22.045 WATER BOTTLE FILLER, FILTER WATER, S.P.D. 22.056 INSTANTANEOUS TANKLESS WATER HEATER, S.P.D. 22.057 FIRE SPRINKLER FCV ASSEMBLIES FOR SCBA BLDG, S.P.D. 23.031 EXTERIOR WALL GRILLE, S.M.D. FOR SIZE & LOCATION 23.033 ROOF EXHAUST FAN, S.M.D. FOR SIZE & LOCATION 26.041 CONTINUOUS ELECTRICAL POWER STRIP, S.E.D. WALL -MOUNTED ABOVE BACKSPLASH N L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland. CA 94607 Contractor OVERAAt Construction Drawing Title FLOOR PLAN, ROOF PLAN, RCP, SCBA BLDG. Drawing No. A-3-121 A RE: D1/A-1-201 1/4" = 1'-0" FLOOR PLAN - SCBA BUILDING RE: A4/ A-2-201 A4 1/4" = 1'-0" SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 3 CLIENT x06.061 SCBA BLDG. RESTROOM - NORTH INT. ELEV. RE: J13/ A-3-121 018 1/2" = 1'-0" (04.021) 13.031 ( 23.031 (05.012 EQ ( 10.012 03.032 ( 13.031 EQ 1 1 1 1 J I I I I I I II I • 12'-0" • 1 1 1 1 1 1 1 1 • I I I I I I I • 1 1 I I I I (05 50.01) 08.014 GENERAL NOTES ALL EXTERIOR CMU SHALL BE BASALITE COLOR #S-703(R) IN GROUND FACE TEXTURE. ALL INTERIOR CMU SHALL BE BASALITE COLOR #S-703(R) IN GROUND FACE TEXTURE. ALL ELECTRICAL RECEPTACLES SHALL BE MOUNTED AT +18" AFF MEASURED TO THE BOTTOM OF THE BOX, EXCEPT THOSE LOCATED ADJACENT TO THE RESTROOM LAVATORY WHICH SHALL BE MOUNTED AT +42" AFF. R LEGEND EAST EXTERIOR ELEVATION - SCBA BUILDING RE: A4/ A-3-121 M12 1/4" = 1'-0" NORTH EXTERIOR ELEVATION - SCBA BUILDING RE: A4/ A-3-121 M4 1/4" = 1'-0" SCBA BLDG. RESTROOM - EAST INT. ELEV. RE: J13/ A-3-121 L18 1/2" = 1'-0" / / / / / \< SCBA BLDG. RESTROOM - SOUTH INT. ELEV. RE: J13/ A-3-121 H18 1/2" = 1'-0" i C C c[ o-la (13.031 (03.032 (22.043) (08.014) 01 / 0 / 07.044 10.017 ( 08.014 1177 (08.003) dm- < (xxx-#) > • GROUND or SMOOTH FACE CMU; PTD (CMU-1) STANDING SEAM METAL ROOF; (R-1) LOUVER & TAG; SMD; (###) FINISH; TYP KEYNOTE MATERIAL TAG; SEE SHEET A-3-801 FOR EXTERIOR FINISH INFORMATION ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P WALL PATTERN LEGEND GROUND or SMOOTH FACE CMU (PER GENERAL SHEET NOTES) KEYNOTE WEST EXTERIOR ELEVATION - SCBA BUILDING RE: A4/ A-3-121 G12 1/4" = 1'-0" SOUTH EXTERIOR ELEVATION - SCBA BUILDING RE: A4/ A-3-121 G4 1/4" = 1'-0" SCBA BLDG. RESTROOM - WEST INT. ELEV. RE: J13/ A-3-121 D18 1/2" = 1'-0" ti - - / �f1, N ,fI N. N. < N N. 7 x N 7 . _ > 7 021) 083) 06.015 ( 13.031 03.032 III III III n 3.A RESTROOM 3-102 09.052 03.032 24" DIAMETER CONCRETE PIER, S.S.D. 04.021 CMU WALLS IN COLOR AND TEXTURE NOTED ON EXTERIOR ELEVATIONS. SEE SPECIFICATIONS AND STRUCTURAL DRAWINGS FOR PHYSICAL PROPERTY REQUIREMENTS 05 50.01 05.012 PAINTED STEEL BEAM, S.S.D. 05.051 PERFORATED METAL SCREEN PANELS W/ PAINTED METAL FRAME ELEMENTS 05.077 STAINLESS STEEL SHELVING WITH EXPOSED WALL BRACKETS 05.083 STAINLESS STEEL COUNTERTOP WITH INTEGRAL STAINLESS STEEL BACKSPLASH 06.015 BASE CABINETS, PLASTIC LAMINATE FINISH - WHITE 07.044 PRE -FINISHED STANDING SEAM METAL ROOF PANELS AND TRIM, TYPICAL 08.014 PAINTED HOLLOW METAL DOOR & FRAME 08.091 GSM WALL EXHAUST LOUVER FOR ICE MACHINE ROOM. VERIFY SIZE REQUIREMENTS WITH FINAL OF01 ICE MACHINE SELECTION 09.052 PAINTED GYPSUM BOARD CEILING OVER METAL CEILING JOISTS 10.012 BACK PAINTED GLASS MAGNETIC MARKER BOARD MOUNTED WITH STAND-OFFS 10.017 BUILDING ADDRESS SIGN WITH MINIMUM 4" TALL CHARACTERS IN COLOR CONTRASTING TO THE BACKGROUND IN COMPLIANCE WITH CFC SECTION 505 AND LOCAL ORDINANCES, SEE SIGNAGE DRAWINGS 13.031 PORTABLE METAL BLEACHERS, TYPICAL 22.043 EMERGENCY SHOWER & EYE -WASH STATION, S.P.D. 23.031 EXTERIOR WALL GRILLE, S.M.D. FOR SIZE & LOCATION x06.061 FIBERGLASS REINFORCED PLASTIC PANELS N L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title EXTERIOR ELEV., BLDG SECTION, INT. ELEV. SCBA BLDG. Drawing No. A-3-201 A 3-101 SCBA RM - WEST INT. ELEV. RE: J13/ A-3-121 A18 1/4" = 1'-0" 21 20 19 18 17 16 -7 15 TRANSVERSE SECTION - SCBA BUILDING RE: A4/ A-3-121 Al2 1/4" = 1'-0" SKA Project Number: 24702 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R 3.A ci - --- -- I 3 EQ EQ EQ EQ GENERAL NOTES CLIENT R c1 RV Cis) O 1. ALL EXTERIOR CMU SHALL BE BASALITE COLOR #S-703(R) IN GROUND FACE TEXTURE. 2. ALL INTERIOR CMU SHALL BE BASALITE COLOR #S-703(R) IN GROUND FACE TEXTURE. . ALL ELECTRICAL RECEPTACLES SHALL BE MOUNTED AT +18" AFF MEASURED TO THE BOTTOM OF THE BOX, EXCEPT THOSE444 LOCATED ADJACENT TO THE RESTROOM LAVATORY WHICH SHALL BE MOUNTED AT +42" AFF. 3Crit M,,,< Q Q OF NV P ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVESUITE , 800 OAKLAN D, CA 94612 P 1- i I LEGEND I >� I f O 0 1 .MMI 1 ate_ __ -� .� I , ► 1 � . 1 12' 0" I 1 1 1 I I ; I ; I ; ; I i GROUND or SMOOTH FACE CMU; 1 1■ 1 —� 1 1 1 1 1 1 PTD TAUPE (CMU-1) I —� !== =_1 1-. STANDING SEAM METAL ROOF; CHARCOAL (R 1) I _I N11, N I I ;i I — _— 1 I I I 1 i r 1 1 c. I �! I. 3 1 1 T J I 1 11 L_ r Q LOUVER & TAG; SMD; (###) FINISH; TYP M M SEE SHEET A-3-801 (XXX-#) > * MATERIAL TAG; FOR EXTERIOR FINISH INFORMATION COLOR ELEVATION- EAST - SCBA BUILDING M 12 NORTH EXTERIOR ELEVATION - SCBA BUILDING M4 RE: A13/ A-3-121 1/4" = 1'-0" RE: A4/ A-3-121 1/4" = 1'-0" L f 3.6 12 2 - L-3.1 -7-------_____________- 3.A --------------1 L K K -ice NIP H 1 I_ I I I I III 1 L 1 III I I I I E I I I � I . i I 1 1 l I / I III 1 / / ...- / G G I / I J 1.- I i �; I 1 �_ -. - . . — " F F NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. 0 2024 Shah Kawasaki Architects COLOR ELEVATION- WEST - SCBA BUILDING G 12 COLOR ELEVATION SOUTH - SCBA BUILDING G4 RE: A4/ A-3-121 1/4" = 1'-0" RE: A4/ A-3-121 1/4" = 1'-0" Revision Number DATE ISSUE DESCRIPTION E E R2 09/13/2024 CITY OF DUBLIN SDR 10/02/2024 50% DESIGN DEVELOPMENT D D Project ALAMEDA 5053 FIRE GLEASON CENTER TRAINING 94568 DRIVE, COUNTY DUBLIN, CA C C Architect of Record SHAH KAWASAKI Contractor B B ARCHITECTS 570 10th Oakland. Street, CA Suite 94607 201 OVERAAt Construction Drawing Title EXTERIOR ELEV. COLOR - SCBA BLDG A Drawing No. A.3.202 SKA Project Number: XXXXX 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 R FINISH SCHEDULE - EXTERIOR - SCBA BLDG. ROOF MATERIAL MANUFACTURER MODEL SPECIES/COLOR/FINISH SIZE NOTE MP-1 PRE -FINISHED METAL SOFFIT PANEL GARLAND COMPANY RMER SOFFIT PEWTER (.40) 12" R-1 STANDING SEAM METAL ROOF GARLAND COMPANY RMER PEWTER (.40) 12" From Room: Name DOOR NO. FIRE RATING HW SET DOOR ACCESS CONTROL TYP E OPENING DOOR DOOR SCHEDULE - SCBA BLDG. FRAME DETAILS WIDTH HEIGHT THICK MAT'L FINISH MAT'L PUSH PULL JAMB HEAD SILL COMMENTS 3-SCBA BUILDING SCBA ROOM 3-101.1 CG LOCK 2 6' - 0" 7' - 0" 1 3/4" HM P HM HM HM *1, PROVIDE DOOR LOUVERS AT BOTTOM OF EACH LEAF RESTROOM 3-102.1 CG LOCK 1 3' - 0" 7' - 0" 1 3/4" HM P HM HM HM *1, PROVIDE DOOR LOUVER AT BOTTOM RESTROOM 3-103.1 CG LOCK 1 3' - 0" 7' - 0" 1 3/4" HM P HM HM HM *1, PROVIDE DOOR LOUVER AT BOTTOM ICE 3-104.1 CG LOCK 1 3' - 0" 7' - 0" 1 3/4" HM P HM HM HM *1, PROVIDE DOOR LOUVER AT BOTTOM CLIENT R P O N M L K FINISH SCHEDULE - INTERIOR - SCBA BLDG. Material: Material Use MATERIAL MANUFACTURER 1 MODEL SPECIES/COLORIFINISH SIZE NOTE CASEWORK CASEWORK LMT-4 PLASTIC LAMINATE - PEWTER MESH WILSONART D12-60 DIRECTIONAL, BRUSHED, SATIN #4 CASEWORK SS-2 STAINLESS STEEL COUNTER --- TYPE 304, 16GA MIN --- 1 CEILING CEILING G-3 GYPSUM BOARD - SEMI -GLOSS DUNN EDWARDS DEHWO1 ALMOND MILK, SEMI -GLOSS FINISH MOISTURE RESISTANT PAINT CEILING X-1 EXPOSED STRUCTURE - NO FINISH --- --- --- --- EXPOSED TRUSS FLOOR FLOOR CONC-2 SEALED CONCRETE - NO DYE/STAIN W.R. MEADOWS INDUROSHINE SYSTEM (PDS-1) NO DYE/STAIN --- WALL WALL CMU-1 CMU-PAINTED BASALITE GROUND FACE, S-703(R), PAINTED, TUAPE WALL CMU-1 CMU-PAINTED BASALITE GROUND FACE, S-703(R), PAINTED, TUAPE WALL FRP-1 FRP WALL PANEL MARLITE STANDARD D354 DESIGNER WHITE SMOOTH FINISH W/ALUM. MOLDING WALL SS-1 STAINLESS STEEL BACKSPLASH --- TYPE 304, 16GA MIN DIRECTIONAL, BRUSHED, SATIN #4 --- WALL BASE WALL BASE CB-1 CONCRETE CURB SEALED - NO DYE/STAIN J H ROOM FINISH SCHEDULE - SCBA BLDG. ROOM # ROOM NAME FLOOR FINISH BASE FINISH WALLS NORTH FINISH EAST FINISH SOUTH FINISH WEST FINISH CEILING FINISH COMMENTS 3-SCBA BUILDING 3-101 SCBA ROOM CONC2 CB1 CMU-2 CMU-2 CMU-2 CMU-2 X1 3-102 RESTROOM CONC2 CB1 CMU-1/FRP CMU-1/FRP CMU-1/FRP CMU-1/FRP G3 3-103 RESTROOM CONC2 CB1 CMU-1/FRP CMU-1/FRP CMU-1/FRP CMU-1/FRP G3 3-104 ICE CONC2 CB1 CMU-2 CMU-2 CMU-2 CMU-2 X1 G F FINISH SCHEDULE - CASEWORK & COUNTERTOPS - SCBA BLDG. ROOM NO. ROOM NAME Casework Finish Ext Casework Finish Int Casework Lock Countertop Material Casework Comment 3-101 SCBA ROOM LMT-4 SSM-2 E D DOOR TYPES DOOR NOTES C PER SCHEDULE B TYPE 1 SINGLE - FLUSH DOOR A PER SCHEDULE 1 \ \ I TYPE 2 DOUBLE - FLUSH DOOR LOUVERS, S.M.D. 10" MIN. SMOOTH & UNINTERRUPTED SURFACE KICK PLATE @ PUSH SIDE, TYP. WHERE CALLED OUT IN SCHEDULE PROVIDE ACOUSTICAL (STC) RATED DOORS WHERE INDICATED. PROVIDE 3/8" DOOR GLAZING WHERE INDICATED (ACOUSTICAL) FOR ADDITIONAL DOOR AND FRAME AND DOOR HARDWARE INFORMATION, REFER TO ROOM DATA SHEETS AND SPECIFICATION. SEE SPECS. AND A9.31 FOR MORE INFORMATION AT DOUBLE ACTING DOOR IN TOWER BUILDING. FLUSH WOOD STAIN DOOR WITH HOLLOW METAL FRAME © INTERIOR DOORS IN CLASSROOM BUILDING, TYP. "SOUND-GASKETED" DOORS SHOULD INCLUDE A NEOPRENE BULB SEAL AT THE PERIMETER (PEMKO S88 OR EQUIVALENT) AND AN AUTOMATIC DROP BOTTOM SEAL (PEMKO 411 OR EQUIVALENT) *1 = HOLLOW METAL DOORS & FRAMES WITH CONTINUOUS GEAR HINGES, FIELD PAINTED ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P N L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title SCHEDULES - SCBA BLDG. Drawing No. A-3-801 A SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT PROJECT LOCATION - AN- = _Tiede County SErvices GIeaaon • Alamed County Fire station 17 Ciliforr tt Hf!hway Patrol eason MINIMUM PIPE INSULATION THICKNESS SCHEDULE FLUID OPERATING TEMPERATURE RANGE (°F) AND USAGE INSULATION CONDUCTIVITY NOMINAL PIPE SIZE OR TUBE SIZE (INCHES) CONDUCTIVITY BTU•INCH/(H•FT^2•°F) MEAN RATING TEMPERATURE (°F) <1 1 to <1.5 1.5 to <4 4 to <8 >>-8 INSULATION THICKNESS (INCHES) >350 0.32 - 0.34 250 4.5 5.0 5.0 5.0 5.0 251 - 350 0.29 - 0.32 250 3.0 4.0 4.5 4.5 4.5 201 - 250 0.27 - 0.30 150 2.5 2.5 2.5 3.0 3.0 141 - 200 0.25 - 0.29 125 1.5 1.5 2.0 2.0 2.0 105 -140 0.22 - 0.28 100 1.0 1.0 1.5 1.5 1.5 MINIMUM PIPE INSULATION THICKNESS FOR COOLING SYSTEMS (CHILLED WATER, BRINE, AND REFRIGERANT) 40°F - 60°F 0.21 - 0.27 75 0.5 0.5 1.0 1.0 1.0 <40°F 0.20 - 0.26 50 0.5 1.0 1.0 1.0 1.5 TABLE E 503.7.3(1) & TABLE E 503.7.3(2) OF THE 2022 CALIFORNIA MECHANICAL CODE GENERAL NOTES 1. ALL PLUMBING WORK AND FIXTURES SHALL COMPLY WITH CALIFORNIA TITLE 24 AND CAL GREEN REQUIREMENTS. 2. ALL PLUMBING TO COMPLY WITH THE LATEST VERSION OF THE CPC OR CURRENT CODE BEING ENFORCED. 3. FURNISH ALL LABOR, MATERIALS, TRANSPORTATION, AND PERFORM ALL REQUIRED OPERATIONS TO PROVIDE A COMPLETE AND OPERABLE PLUMBING SYSTEM, IN ACCORDANCE WITH THE FULL INTENT AND MEANING OF THE DRAWINGS AND SPECIFICATIONS AND PER STANDARD TRADE PRACTICES. 4. WHERE PIPING OR EQUIPMENT ANCHORAGE DETAILS ARE NOT SHOWN ON THE DRAWINGS, THE FIELD INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT / STRUCTURAL ENGINEER. 5. COORDINATE ROUTING OF ALL PLUMBING PIPING BELOW SLAB WITH STRUCTURAL GRADE BEAMS, TIE BEAMS, ETC. ALLOW FOR REROUTING OF PIPING AS REQUIRED. 6. ALL REQUIRED OPENINGS IN EXISTING CONCRETE FLOORS AND STRUCTURAL WALL ARE TO BE X-RAYED AND REVIEWED WITH THE STRUCTURAL ENGINEER PRIOR TO CORE DRILLING. 7. ALL FLOOR DRAINS AND REQUIRED WASTE RECEPTORS SHALL BE PROVIDED WITH A TRAP PRIMER AND CONNECTED TO A P-TRAP AND VENT. 8. HORIZONTAL DRAINAGE PIPING SHALL BE RAN IN PRACTICAL ALIGNMENT AND A UNIFORM SLOPE OF NOT LESS THAN ONE FOURTH (1/4) OF AN INCH PER FOOT OR TWO (2) PERCENT TOWARD THE POINT OF DISPOSAL FOR PIPES 3" IN DIAMETER OR SMALLER, AND NOT LESS THAN ONE EIGHTH (1/8) OF AN INCH PER FOOT OR ONE (1) PERCENT TOWARD THE POINT OF DISPOSAL FOR PIPES 4" IN DIAMETER OR GREATER. 9. IN ADDITION TO THE CLEANOUT LOCATIONS SHOWN ON THE DRAWINGS, EACH HORIZONTAL DRAINAGE PIPE SHALL BE PROVIDED WITH A CLEANOUT AT ITS UPPER TERMINAL. EACH RUN OF PIPING THAT IS MORE THAN 100 FEET IN TOTAL DEVELOPED LENGTH SHALL BE PROVIDED WITH A CLEANOUT FOR EACH 100 FEET, OR FRACTION THEREOF, IN THE LENGTH OF SUCH PIPING. AN ADDITIONAL CLEANOUT SHALL BE PROVIDED IN A DRAINAGE LINE FOR EACH AGGREGATE HORIZONTAL CHANGE IN DIRECTION EXCEEDING 135 DEGREES. A CLEANOUT SHALL BE INSTALLED ABOVE THE FIXTURE CONNECTING FITTING, SERVING EACH URINAL, REGARDLESS OF THE LOCATION OF THE URINAL IN THE BUILDING. 10. ALL INDIRECT LINES DRAINING INTO THE WASTE SYSTEM SHALL DO SO THROUGH AN AIRGAP OR AIR BREAK EQUAL IN HEIGHT TO TWO PIPE DIAMETERS AS MEASURED FROM THE LOWEST POINT OF THE INDIRECT WASTE PIPE OR THE FIXTURE OUTLET TO THE FLOOD -LEVEL RIM OF THE RECEPTOR. IN NO CASE SHALL THE GAP BE LESS THAN 1 INCH. 11. THESE DRAWINGS ARE DIAGRAMMATIC AND NO ATTEMPT HAS BEEN MADE TO SHOW ALL OFFSETS OR FITTINGS. THE PLUMBING CONTRACTOR SHALL INSTALL A COMPLETE PLUMBING SYSTEM PER LATEST EDITION OF CPC AND STANDARD TRADE PRACTICE. 12. STUD PARTITIONS CONTAINING PLUMBING SHALL BE FRAMED AND THE JOISTS UNDERNEATH SPACED AS TO GIVE PROPER CLEARANCE FOR THE PIPING. COORDINATE WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 13. ALL ACCESS PANELS SHALL BE STAINLESS STEEL AND A MINIMUM OF 14"X14". 14. ALL PLUMBING ROUGH -INS FOR KITCHEN EQUIPMENT SHALL BE COORDINATED WITH THE FOOD SERVICE DRAWINGS. 15. CONTRACTOR SHALL COORDINATE PIPING LAYOUTS WITH OTHER TRADES BEFORE FABRICATION AND INSTALLATION. 16. ALL VENT PIPING TO TERMINATE 10' AWAY FROM AND 3' ABOVE ANY MECHANICAL AIR INLET. 17. ALL EQUIPMENT SHALL HAVE A UL (OR NRTL EQUIVALENT) DESIGN LISTING/NUMBER. ANY EQUIPMENT NOT LISTED WILL BE REQUIRED TO BE FIELD TESTED AND CERTIFIED BY AN APPROVED TESTING AGENCY OR THIRD PARTY. IT IS THE RESPONSIBILITY OF THE OWNER AND THE OWNER'S DESIGN / CONSTRUCTION TEAM TO NOTIFY THE BUILDING DEPARTMENT IF FIELD TESTING IS REQUIRED FOR ANY EQUIPMENT WITHOUT A UL OR NRTL EQUIVALENT LISTED LABEL. PROOF OF EQUIPMENT CERTIFICATION WILL NEED TO BE SUBMITTED AND APPROVED BEFORE A CERTIFICATE OF OCCUPANCY CAN BE ISSUED. 18. LIMIT ALL MANUALLY OPERATED FAUCETS TO 120 DEGREES FAHRENHEIT. 19. LIMIT ALL AUTOMATICALLY OPERATED FAUCETS TO 105 DEGREES FAHRENHEIT. 20. DEAD LEGS SHALL HAVE A METHOD OF FLUSHING. 21. THE DISCHARGE PIPING SERVING A TEMPERATURE RELIEVE VALVE, PRESSURE RELIEF VALVE, OR COMBINATION OF BOTH SHALL HAVE NO VALVES, OBSTRUCTIONS, OR MEANS OF ISOLATION AND SHALL DISCHARGE INDEPENDENTLY THROUGH AN AIRGAP INTO THE DRAINAGE SYSTEM OR OUTSIDE THE BUILDING WITH THE END OF THE PIPING NOT EXCEEDING 2 FEET AND NOT LESS THAN 6" ABOVE THE GROUND AND POINTING DOWNWARDS. DISCHARGE FROM A RELIEF VALVE INTO A WATER HEATER PAN SHALL BE PROHIBITED AND THE DISCHARGE TERMINATION POINT SHALL BE READILY OBSERVABLE. 22. PUMPS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTION AND SHALL BE ACCESSIBLE FOR REPAIRS. PUMPS INTENDED FOR DRINKING WATER SHALL BE IN ACCORDANCE WITH NSF 61. ACOUSTICAL NOTES 1. PLUMBING SYSTEMS SHALL COMPLY WITH ASHRAE HANDBOOK -- HVAC APPLICATIONS CAHPTER 47, "SOUND & VIBRATION CONTROL", CURRENT EDITION. 2. ALL PLUMBING ADJACENT OR OVERHEAD OF OCCUPIED AREAS SHALL BE ISOLATED USING HOLDRITE SILENCERS. PIPES LARGER THAN 1-1/4" DIAMTER SHALL BE ISOLATED USING TRISOLATOR PIPE SLEEVES. INSTALL PLUMBING NOISE ISOLATORS AT: A. DOMESTIC SUPPLY AND RETURN PIPES (HOT AND COLD) B. WASTE/DRAIN PIPES 3. VENT PIPES DO NOT REQUIRE NOISE ISOLATORS. 4. INSTALL PIPES NO CLOSER THAN 1-1/2" FROM THE GYPSUM BOARD SURFACES. 5. IF PLASTIC AND/OR COPPER WASTE PIPES ARE USED , THEN WRAP THE ENTIRE PIPE WITH PIPE WRAP TAPE OR APPROVED ACOUSTICAL PIPE PUTTY. 6. PIPES MUST NOT BE IN SOLID CONTACT WITH THE BUILDING. ISOLATE PIPES AS FOLLOWS: A. PENETRATIONS FOR PIPES THROUGH THE STRUCTURE (I.E. FLOOR SLAB, STUDS, OR SOLID WALLS) SHOULD BE OVERSIZED TO PREVENT CONTACT AND/OR TO ACCOMMODATE AN ISOLATED PIPE SLEEVE. PROVIDE MINIMUM SEPARATION PER ACOUSTIC DESIGN REQUIREMENT. B. WHERE DOUBLE -STUD PLUMBING WALLS ARE USED, ROUTE AND SECURE PIPES THAT SERVE A PARTICULAR ROOM TO THE STUD ROW THAT SUPPORTS THE GYPSUM BOARD OF THAT SAME ROOM. PROVIDE MINIMUM SEPARATION PER ACOUSTIC DESIGN REQUIREMENT. 7. ACCEPTABLE ENGINEERED ISOLATORS AND ISOLATION SYSTEMS ARE AS FOLLOWS: A. FOR PIPES 1 INCH DIAMETER OR LESS: INSTALL THE ACOUSTO- PLUMB SYSTEM OF SLEEVES AND CLAMPS- ORANGE AND BLUE, ACOUSTO-PLUMB SYSTEM, THE BLUE & WHITE HUBBARD HOLDRITE SILENCER SYSTEM OR APPROVED EQUAL AND STONEMAN TRISOLATOR SERIES 11/500 SYSTEM. B. FOR PIPES LARGER THAN 1 INCH DIAMETER: INSTALL TRISOLATOR SERIES 100/500 PIPE SLEEVES BY STONEMAN COMPANY OR APPROVED EQUAL IN CONJUNCTION WITH STANDARD METAL PIPE CLAMPS AND HANGERS. C. ISOLATE RISER CLAMPS FOR WASTE, SUPPLY, AND INTERNAL RAIN LEADER PIPES FROM THE BUILDING STRUCTURE USING MASON MSW WAFFLE PADS OR APPROVED EQUAL. 8. PUMPS SHALL BE VIBRATION ISOLATED AS FOLLOWS: INLINE PUMPS: MOTOR SPEED <1800 RPM TWO-INCH DEFLECTION COMBINATION SPRING NEOPRENE HANGERS (MASON 30N OR EQUAL) MOTOR SPEED 1800-3000 RPM ONE -INCH DEFLECTION COMBINATION SPRING -NEOPRENE MOUNTS MOTOR SPEED >3000 RPM SUSPEND ON NEOPRENE HANGERS, MIN. STATIC DEFLECTION OF 0.20 INCHES (MASON HD OR EQUAL). VARIABLE SPEED PUMPS REQUIRED ISOLATOR DEFLECTION SHALL BE DETERMINED BY THE LOWEST MOTOR SPEED 1. PROVIDE FLEXIBLE CONNECTIONS AT ALL PUMPS (MASON SAFEFLEX OR EQUAL) FOR PIPES 1-1/2" AND GREATER IN DIAMTER, PROVIDE THE TWIN SPHERESFDEJ FLEXIBLE CONNECTOR. FOR PIPES LESS THAN 1-1/2" IN DIAMETER, PROVIDE THE SINGLE SPHERE SFU CONNECTOR. 2. PROVIDE FLEXIBLE CONDUIT AND PIPING TO ALL VIBRATION -ISOLATED EQUIPMENT. FLEXIBLE PIPE CONNECTORS SHALL BE MASON INDUSTRIES TYPE SAFEFLEX TWIN SPHERE OR APPROVED EQUAL. 3. THE PLUMBING SYSTEM MUST BE INSTALLED PER THE PLUMBING CODE. WHERE A CODE REQUIREMENT APPEARS TO CONTRADICT PIPE ISOLATION REQUIREMENTS BRING THE CONFLICTING REQUIREMENTS TO THE ATTENTION OF THE ARCHITECT PRIOR TO INSTALLATION. CAL -GREEN NOTES 5.3 WATER EFFICIENCY AND CONSERVATION 5.301.1 SCOPE. OF THIS CHAPTER SHALL ESTABLISH THE MEANS OF CONSERVING OUTDOORS AND IN WASTEWATER CONVEYANCE. PLUMBING FIXTURES AND FITTINGS THE PROVISIONS WATER USED INDOORS, 5.303.3 WATER CONSERVING PLUMBING FIXTURES (WATER SHOWERHEADS) SHALL COMPLY 5.303.3.1 WATER CLOSETS CLOSETS WITH VOLUME OF WATER THE US EPA AND URINALS) AND FITTINGS (FAUCETS AND THE FOLLOWING: ALL WATER CLOSETS SHALL NOT EXCEED 1.28 CLOSETS SHALL BE CERTIFIED TO THE WATERSENSE SPECIFICATION FOR TANK -TYPE WALL -MOUNTED URINALS SHALL NOT EXCEED FLOOR -MOUNTED OR OTHER URINALS SHALL NOT FLOW RATE OF NOT MORE THAN 1.8 SHALL BE CERTIFIED TO THE WATERSENSE SPECIFICATION FOR ONE SHOWER THE EFFECTIVE FLUSH GALLONS PER FLUSH. TANK -TYPE PERFORMANCE CRITERIA OF TOILETS. 5.303.3.2.1 WALL -MOUNTED URINALS THE EFFECTIVE FLUSH VOLUME OF 0.125 GALLONS PER FLUSH. 5.303.3.2.2 FLOOR -MOUNTED URINALS THE EFFECTIVE FLUSH VOLUME EXCEED 0.5 GALLONS PER FLUSH. 5.303.3.3.1 SINGLE SHOWERHEAD OF MAXIMUM EPA SERVING SHOWERHEADS SHALL HAVE A GALLONS PER MINUTE AT 80 PSI. SHOWERHEADS PERFORMANCE CRITERIA OF THE US SHOWERHEADS. 5.303.3.3.2 MULTIPLE SHOWERHEADS WHEN A SHOWER IS SERVED BY MORE THAN ONE FLOW RATE OF ALL SHOWERHEADS AND/OR OTHER SHOWER SINGLE VALVE SHALL NOT EXCEED 1.8 GALLONS PER SHALL BE DESIGNED TO ALLOW ONLY ONE SHOWER TIME. NOTE: A HAND-HELD SHOWER SHALL BE CONSIDERED 5.303.3.4.1 NONRESIDENTIAL LAVATORY FAUCETS SHOWERHEAD, THE COMBINED OUTLETS CONTROLLED BY A MINUTE AT 80 PSI, OR THE SHOWER OUTLET TO BE IN OPERATION AT A A SHOWERHEAD. RATE OF NOT MORE THAN 0.5 RATE OF NOT MORE THAN 1.8 MAY TEMPORARILY INCREASE THE 2.2 GALLONS PER MINUTE AT 60 OF 1.8 GALLONS PER MINUTE AT 60 RATE OF NOT MORE THAN 1.8 PSI]. THAN 0.20 GALLONS PER CYCLE. LAVATORY FAUCETS SHALL GALLONS PER MINUTE AT 60 PSI. 5.303.3.4.2 KITCHEN FAUCETS HAVE A MAXIMUM FLOW A MAXIMUM FLOW KITCHEN FAUCETS BUT NOT TO EXCEED FLOW RATE A MAXIMUM FLOW (INCHES) AT 60 NOT DELIVER MORE FOR WASH FOUNTAINS KITCHEN FAUCETS SHALL HAVE GALLONS PER MINUTE AT 60 PSI. FLOW ABOVE THE MAXIMUM RATE, PSI, AND MUST DEFAULT TO A MAXIMUM PSI. 5.303.3.4.3 WASH FOUNTAINS WASH FOUNTAINS SHALL HAVE GALLONS PER MINUTE/20 [RIM SPACE 5.303.3.4.4 METERING FAUCETS METERING FAUCETS SHALL 5.303.3.4.5 METERING FAUCETS METERING FAUCETS FOR WASH FOUNTAINS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 0.20 GALLONS PER CYCLE/20 [RIM SPACE (INCHES) AT 60 PSI]. NOTE: WHERE COMPLYING FAUCETS ARE UNAVAILABLE, AERATORS OR OTHER MEANS MAY BE USED TO ACHIEVE REDUCTION. 5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS PLUMBING FIXTURES AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE, AND SHALL MEET THE APPLICABLE STANDARDS REFERENCED IN TABLE 1701.1 OF THE CALIFORNIA PLUMBING CODE AND IN CHAPTER 6 OF THIS CODE. 5.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY 5.410.2 COMMISSIONING. [N] BUILDINGS 10,000 SQUARE FEET AND OVER. FOR NEW BUILDINGS ALL BUILDING SYSTEMS ENERGY SYSTEMS OF THE BUILDING PROJECT. LISTED IN 5.410.2. EXCEPTIONS: 10,000 SQUARE FEET AND OVER, BUILDING COMMISSIONING FOR COVERED BY T24, PART 6, PROCESS SYSTEMS, AND RENEWABLE SHALL BE INCLUDED IN THE DESIGN AND CONSTRUCTION PROCESSES COMMISSIONING REQUIREMENTS SHALL INCLUDE ITEMS WAREHOUSES OF ANY SIZE 10,000 SQUARE FEET USED FOR OFFICES OR OTHER CONDITIONED WITHIN UNCONDITIONED WAREHOUSES LESS THAN 10,000 SQUARE FEET AS DESCRIBED IN SECTION REQUIREMENTS FOR ENERGY SYSTEMS COVERED BY THE CODE GARAGES OF ANY SIZE, OR OPEN PARKING GARAGE AREAS, OF ANY STRUCTURE OR OWNER REPRESENTATIVE'S PROJECT REQUIREMENTS (OPR). [N] 1. UNCONDITIONED 2. AREAS LESS THAN ACCESSORY SPACES 3. TENANT IMPROVEMENTS 303.1.1. 4. COMMISSIONING CALIFORNIA ENERGY 5. OPEN PARKING SIZE, WITHIN A 5.410.2.1 OWNER'S THE EXPECTATIONS AND REQUIREMENTS PHASE SHALL BE DOCUMENTED BEFORE THE OPR SHALL INCLUDE ITEMS LISTED 5.410.2.2 BASIS OF DESIGN (BOD). [N] OF THE THE DESIGN IN 5.410.2.1. THE DESIGN DESIGN PHASE IN 5.410.2.2. COMMISSIONED. TESTING. [N] BUILDING APPROPRIATE TO ITS PHASE OF THE PROJECT BEGINS. OF THE BUILDING SYSTEMS MEETS OF THE BUILDING PROJECT. THE PLAN SHALL BE COMPLETED TO THE COMMISSIONING PLAN THE CORRECT SYSTEM AND SYSTEM -TO -SYSTEM AND SPECIFICATIONS. CONTAIN INFORMATION TESTED, THE TESTING METHODS MADE. TRAINING ARE REQUIRED, (OSHA) REQUIREMENTS IN SECTION 5142, AND OTHER RELATED OF THE BUILDING SHALL BE TO THE BUILDING OWNER OR THE ITEMS LISTED IN MAINTENANCE STAFF FOR AND DOCUMENTED IN ITEMS LISTED IN 5.410.2.5.2. UNDERTAKEN THROUGH THE PROJECT SHALL BE COMPLETED A WRITTEN EXPLANATION OF HOW THE OPR SHALL BE COMPLETED AT BOD SHALL COVER THE SYSTEMS LISTED 5.410.2.3 COMMISSIONING PLAN. fN] THE COMMISSIONING BE PRIOR TO PERMIT ISSUANCE A DOCUMENT HOW THE PROJECT WILL SHALL INCLUDE ITEMS LISTED IN 5.410.2.3. 5.410.2.4 FUNCTIONAL PERFORMANCE FUNCTIONAL PERFORMANCE TESTS SHALL INSTALLATION AND OPERATION OF EACH COMPONENT, INTERFACE IN ACCORDANCE WITH THE APPROVED FUNCTIONAL PERFORMANCE TESTING REPORTS ADDRESSING EACH OF THE BUILDING COMPONENTS UTILIZED, AND INCLUDE ANY READINGS AND ADJUSTMENTS 5.410.2.5 DOCUMENTATION AND TRAINING. [N] DEMONSTRATE PLANS SHALL ACT 8, ASPECTS DELIVERED INCLUDE [Ni A SYSTEMS MANUAL AND SYSTEMS INCLUDING OCCUPATIONAL SAFETY AND CALIFORNIA CODE OF REGULATIONS (CCR), REGULATIONS. 5.410.2.5.1 SYSTEMS MANUAL. [Ni OPERATIONS HEALTH TITLE AND SHALL TRAINING. DOCUMENTATION OF THE OPERATIONAL COMPLETED WITHIN THE SYSTEMS MANUAL REPRESENTATIVE. THE SYSTEMS MANUAL 5.410.2.5.1. 5.410.2.5.2 SYSTEMS OPERATIONS A PROGRAM FOR TRAINING OF EACH EQUIPMENT TYPE AND/OR SYSTEM THE COMMISSIONING REPORT AND SHALL 5.410.2.6 COMMISSIONING REPORT. [N] THE APPROPRIATE SHALL BE DEVELOPED INCLUDE THE ACTIVITIES OF THE BUILDING A REPORT OF COMMISSIONING PROCESS DESIGN AND CONSTRUCTION PHASES AND PROVIDED TO THE OWNER OR REPRESENTATIVE. CODES OF COMPLIANCE • THIS IS A DESIGN/ASSIST JOB WHEREBY THE ENGINEERING IS THE RESPONSIBILITY OF PRAGMATIC PROFESSIONAL ENGINEERS AND THE MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE INSTALLATION CONTRACTOR. • THESE PLANS REPRESENT THE INTENT OF THE PLUMBING AND/OR PROCESS PIPING INSTALLATION BUT DO NOT INCLUDE THE NECESSARY FIELD COORDINATION REVISIONS. THE INSTALLER IS FREE TO REVISE THE DESIGN AS NECESSARY FOR COORDINATION IN THE FIELD, BUT THE REVISIONS NEED TO BE APPROVED BY THE PROJECT ENGINEER PRIOR TO INSTALLATION. • THE ENGINEERING AND INSTALLATION ARE BOUND BY LAW TO DELIVER A SYSTEM THAT COMPLIES WITH ALL 2022 TITLE 24 CALIFORNIA CODE REGULATIONS (BUILDING STANDARDS). THESE REGULATIONS SPECIFICALLY INCLUDE THE FOLLOWING CODES. 1. CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE 2. CALIFORNIA BUILDING CODE 3. CALIFORNIA ELECTRICAL CODE 4. CALIFORNIA MECHANICAL CODE 5. CALIFORNIA PLUMBING CODE 6. CALIFORNIA ENERGY CODE 7. CALIFORNIA ELEVATOR SAFETY CONSTRUCTION CODE 8. CALIFORNIA HISTORICAL BUILDING CODE 9. CALIFORNIA FIRE CODE 10. CALIFORNIA EXISTING BUILDING CODE 11. CALIFORNIA GREEN BUILDING STANDARDS CODE 12. CALIFORNIA REFERENCE STANDARDS CODE • IF THE INSTALLER IS AWARE OF ANYTHING REPRESENTED ON THESE PLANS THAT IS NOT CODE -COMPLIANT, THEN THE PROJECT ENGINEER SHALL BE NOTIFIED IMMEDIATELY IN WRITING. 2022 CAL GREEN STANDARDS FIXTURE TYPE FIXTURE FLOW RATE (MAXIMUM) WATER CLOSET 1.28 GAL / FLUSH WALL -MOUNTED URINAL 0.125 GAL / FLUSH FLOOR -MOUNTED URINAL 0.50 GAL / FLUSH LAVATORY 0.50 GPM KITCHEN FAUCET 1.80 GPM SHOWER 1.80 GPM PLUMBING SYMBOLS SYMBOL DESCRIPTION ANGLE VALVE aIF AQUASTAT 4 AV AUTOMATIC AIR VENT BACKFLOW PREVENTER - DOUBLE CHECK VALVE 1>-1><1 BACKFLOW PREVENTER - REDUCED PRESSURE VALVE BALANCING VALVE -1-i BALL VALVE BUTTERFLY VALVE * CAP ON END OF PIPE -�- CHECK VALVE CLEANOUT PLUG co CLEANOUT TO GRADE �1 COTG CONCENTRIC REDUCER • ECCENTRIC PIPE CHANGE P EXPANSION JOINT I FLEXIBLE CONNECTION (BRAIDED) FLOOR CLEANOUT r°° i 0 FLOOR DRAIN WITH P-TRAP FLOOR SINK FLOW IN DIRECTION OF ARROW ► Fs FLOW SWITCH GAS COCK, GAS STOP GATE VALVE -1>a GLOBE VALVE t"B HOSE BIBB iiHmvMANUAL AIR VENT MOTOR -OPERATED VALVE (SPECIFY TYPE) PIPE ANCHOR PIPE BRANCH - BOTTOM CONNECTION C ) PIPE BRANCH - TOP CONNECTION PIPE GUIDE PIPE RISE OR DROP PIPE RISER DOWN ID PIPE RISER UP PLUG VALVE \7' POINT OF CONNECTION ® POINT OF DISCONNECTION RI PRESSURE AND TEMPERATURE PORT QR° PRESSURE GAUGE WITH GAUGE COCK PRESSURE REDUCING VALVE (GAS PRESSURE REGULATOR) �� X PRESSURE REGULATING VALVE PRESSURE REGULATING VALVE (SELF-CONTAINED) PRESSURE RELIEF (SAFETY) VALVE Rs PRESSURE SWITCH WH RECESSED WALL HYDRANT SOLENOID VALVE STEAM TRAP STRAINER *I TEE TMV TEMPERATURE MIXING VALVE TEMPERATURE PRESSURE RELIEF VALVE L THERM THERMOMETER UNION wco WALL CLEANOUT TW"" WATER HAMMER ARRESTER PLUMBING SYSTEMS SYMBOL DESCRIPTION CD CONDENSATE CDA CLEAN DRY AIR DCW DOMESTIC COLD WATER DHW DOMESTIC HOT WATER DHWR DOMESTIC HOT WATER RETURN OD RAINWATER LEADER OVERFLOW NG NATURAL GAS RWL RAINWATER LEADER SD STORM DRAIN SS SANITARY SEWER V VENT ABBREV DESCRIPTION & AND (E) EXISTING (F) FUTURE (N) NEW @ AT ABV ABOVE AD ACCESS DOOR OR AREA DRAIN ADA AMERICANS WITH DISABILITIES ACT AFF ABOVE FINISHED FLOOR AG ABOVE GRADE AP ACCESS PANEL ARCH ARCHITECT OR ARCHITECTURAL BDLG BUILDING BF BELOW FLOOR BFF BELOW FINISHED FLOOR BG BELOW GRADE BOP BOTTOM OF PIPE BT BATHTUB BTU BRITISH THERMAL UNIT BTUH BRITISH THERMAL UNITS PER HOUR BV BALL VALVE CD CONDENSATE CDA CLEAN DRY AIR CFF CAPPED FOR FUTURE CFH CUBIC FEET PER HOUR CI CAST IRON CLG CEILING CO CLEANOUT CONT CONTINUOUS COTG CLEANOUT TO GRADE CPC CALIFORNIA PLUMBING CODE CTE CONNECT TO EXISTING CV CHECK VALVE DCVA DOUBLE CHECK VALVE ASSEMBLY DCW DOMESTIC COLD WATER DD DECK DRAIN DFU DRAINAGE FIXTURE UNIT DHW DOMESTIC HOT WATER DHWR DOMESTIC HOT WATER RETURN DIA DIAMETER DN DOWN DS DOWNSPOUT DWG DRAWING ET EXPANSION TANK EWC ELECTRICAL WATER COOLER EWH ELECTRIC WATER HEATER EWT ENTERING WATER TEMPERATURE FC FLEXIBLE PIPE CONNECTOR FCO FLOOR CLEANOUT FD FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION FLR FLOOR FS FLOOR SINK FT FEET FU FIXTURE UNIT GAL GALLONS GC GAS COCK GCO GRADE CLEANOUT GM GAS METER GPF GALLONS PER FLUSH GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GW GREASE WASTE GWH GAS -FIRED WATER HEATER HB HOSE BIBB HWR HOT WATER RETURN IE INVERT ELEVATION IEWH INSTANT WATER HEATER IW INDIRECT WASTE JS JANITOR SINK LV LAVATORY MECH MECHANICAL MH MANHOLE MS MOP SINK NG NATURAL GAS NIC NOT IN CONTRACT NPT NATIONAL PIPE THREAD NTS NOT TO SCALE ORD OVERFLOW ROOF DRAIN P PUMP PD PLANT DRAINER OR PRESSURE DROP PG PRESSURE GAUGE PLBG PLUMBING POC POINT OF CONNECTION PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH (GAUGE) PTRV PRESSURE AND TEMP RELIEF VALVE QTY QUANTITY RD ROOF DRAIN RIO ROUGH -IN -ONLY RL RELOCATED RPBP REDUCED PRESSURE BACKFLOW PREVENTER RR ROOF RECEPTOR RWL RAINWATER LEADER SAD SEE ARCHITECTURAL DRAWINGS SCHED SCHEDULE SD STORM DRAIN SE SEWAGE EJECTOR SED SEE ELECTRICAL DRAWINGS SF SQUARE FEET SGC SEISMIC GAS SHUTOFF VALVE SH SHOWER SJ SEISMIC JOINT SK SINK SL SLOPE SMD SEE MECHANICAL DRAWINGS SOV SHUTOFF VALVE SP SUMP PUMP OR STATIC PRESSURE SPECS SPECIFICATIONS SS SANITARY SEWER SSD SEE STRUCTURAL DRAWINGS SSK SERVICE SINK SST STAINLESS STEEL ST STRAINER TD TRENCH DRAIN TDL TOTAL DISTANCE LENGTH TEMP TEMPERATURE TMV THERMOSTATIC MIXING VALVE TP TRAP PRIMER TYP TYPICAL OF UNDERFLOOR UG UNDERGROUND UN UNION UON UNLESS OTHERWISE NOTED UR URINAL V SANITARY VENT OR VOLTS VAC VACUUM VB VACUUM BREAKER VIF VERIFY IN FIELD VTR VENT THROUGH ROOF W WASTE OR WATTS WC WATER CLOSET WCO WALL CLEANOUT WH WATER HEATER OR WALL HYDRANT WHA WATER HAMMER ARRESTER WM WATER METER WSFU WATER SUPPLY FIXTURE UNIT PLUMBING DRAWING INDEX SHEET NUMBER SHEET DESCRIPTION P-0-000 PLUMBING COVER SHEET P-0-001 PLUMBING EQUIPMENT SCHEDULES P-0-002 PLUMBING SITE PLAN P-1-200 PLUMBING FLOOR PLAN - CLASSROOM BLDG - BELOW SLAB P-1-210 PLUMBING FLOOR PLAN - CLASSROOM BLDG - LEVEL 1 P-1-220 PLUMBING ROOF PLAN - CLASSROOM BLDG - ROOF P-1-310 DOMESTIC WATER PLAN - CLASSROOM BLDG - LEVEL 1 P-3-310 DOMESTIC WATER PLANS - SCBA BLDG P-4-601 PLUMBING DETAILS P-4-602 PLUMBING DETAILS P-4-701 PLUMBING TITLE 24 Sheet Count: 11 SCOPE OF WORK • PROVIDE DOMESTIC WATER TO SERVE THE CLASSROOM BUILDING AND SCBA BUILDING. • PROVIDE DRAINAGE WASTE AND VENT TO SERVE THE CLASSROOM BUILDING AND SCBA BUILDING. • SIZE AND SELECT 3 INSTANTANEOUS WATER HEATERS AND 1 ELECTRIC HEAT PUMP. R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE DUBLIN• CA94568 D Engineer of Record pragmatic PROFESSIONAL ENGINEERS 1885 Concourse Drive San Jose, California 95131 Office (408) 326-0815 prag maticprofessi o n a l e n g i n e ers. com Contractor MATRIXHG BUILDING SOLUTIONS,. 115 Mason Circle Concord, California 94520 Main Office: (925) 459-9200 License #: 812232 matrixhginc.com a N"0 B / Se • (2- W� UOr v 19690 p `rT CH A N \ \P 9TF OF CAS\Fob/ * 0 0 Drawing Title PLUMBING COVER SHEET Drawing No. P-0-000 A PPE Project Number: 24071805 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT PLUMBING FIXTURE AND CONNECTION SCHEDULE TAG QUANTITY FIXTURE / EQUIPMENT DOMESTIC WATER SANITARY SEWER VENT COMMENTS COLD HOT WC-1 5 WATER CLOSET (WALL HUNG) PUBLIC TOILET 1 1/4" 4" 2" WALL HUNG TYPE WATER CLOSET SLOAN MODEL WETS-2451.1101 INCLUDES ST-2459 FIXTURES AND SENSOR FLUSH VALVE SLOAN MODEL ECOS 8111-1.1 GPF, BATTERY POWER, ADA COMPLIANT 2 WATER CLOSET FLOOR MOUNT 1-1/4" 4" 2" WC-2 WALL HUNG TYPE WATER CLOSET SLOAN MODEL WETS-2449.1200 INCLUDES ST-2449 WATER CLOSET AND SENSOR FLUSH VALVE WITH 0.125 GPF, BATTERY POWERED, ADA COMPLIANT URINAL 1" 2" 2" URINAL AND FLUSH VALVE COMBO BY SLOAN MODEL WEUS-7000.1401 INCLUDES SU-7009 FIXTURE AND ECOS 8186-0.125 SENSOR FLUSH VALVE WITH 0.125 GPF, BATTERY POWERED, ADA COMPLIANT UR-1 2 LAVATORY 1/2" 1/2" 2" 2" VITREOUS CHINA OVAL UNDERMOUNT LAVATORY SLOAN MODEL SS-3001, SENSOR FAUCET SLOAN MODEL ESD-801-CP, COMBO FAUCET & SOAP COMBO, BATTERY POWERED FAUCET, 0.35 GPM LAV-1 7 1/2" 1/2" 2" 2" VITREOUS CHINA WALL MOUNTED LAVATORY SLOAN MODEL SS-3165, SLOAN MODEL EBF-85, BATTERY POWERED FAUCET, 0.35 GPM LAV-2 3 LAVATORY - WALL HUNG 1/2" -- 1-1/2" 2" DF-1 1 DRINKING FOUNTAIN/BOTTLE FILLER ELKAY EZH2O MODEL LZWS-EDFP217K, NON -REFRIGERATED, FILTERED, BI-LEVEL ADA COOLER, WALL MOUNT, 115V/60Hz KITCHEN SINK 1/2" 1/2" 2" 2" ELKAY LUSTERTONE CLASSIC STAINLESS STEEL ELUHAD421855, CHICAGO FAUCET- MANUAL SINK FAUCET 201-G8AE26-5-317AB, 1.0 GPM. GARBAGE DISPOSER, INSINKERATOR, BADGER, 1HP/120V/60HZ SK-1 2 3/4" 3/4" 2" 2" CHICAGO MODEL SH-PB1-03-000 PRESSURE BALANCING SHOWER SYSTEM WITH 1.5 GPM SHOWER HEAD SH-1 1 SHOWER 3 ADA SHOWER SH-2 3/4" 3/4" 2" 2" CHICAGO MODEL SH-PB1-13-040, SHOWER HEAD SYSTEM WITH PRESSURE BALANCING VALVE AND SHOWER HEAD, WALL MOUNTED WITH HAND SPRAY, 1.5 GPM MAX FLOW RATE HB-1 4 HOSE BIBB 3/4" -- -- -- ACORN-8121CP-LF WITH VACUUM BREAKER ROOF HYDRANT 3/4" -- -- -- MODEL 2131RE BY FREEZEFLOW, NO DRAIN REQUIRED HY-1 - MOP SINK 3/4" 3/4" 3" 2" FLORESTONE MODEL MSR-2424 MOP SINK BASIN, FAUCET CHICAGO MODEL 540-LDL12E1ABCP WITH VACUUM BREAKER MS-1 1 3/4" -- -- -- IM-1 1 ICE MACHINE EEWS-1 1 EMERGENCY EYEWASH AND SHOWER 1-1/4" 1-1/4" -- -- WD-1 1 RESIDENTIAL WASHER DRYER 1/2" 1/2" 1" 2" TYPE EQUIPMENT NUMBER IWH IWH 1 2 IWH 3 EWH 1 DESCRIPTION INSTANTANEOUS WATER HEATER INSTANTANEOUS WATER HEATER INSTANTANEOUS WATER HEATER HEAT PUMP ELECTRIC WATER HEATER SERVICE DOMESTIC HOT WATER SYSTEM DOMESTIC HOT WATER SYSTEM DOMESTIC HOT WATER SYSTEM DOMESTIC HOT WATER SYSTEM PLUMBING WATER HEATE LOCATION MANUFACTURE R SCBA- RESTROOM -UNDER STIEBEL- ELECTRON LAVATORY SCBA- EMERGENCY EYE WASH CLASSROOM BUILDING - OUTDOOR KITCHEN LEVEL-1 MECH ROOM EEMAX EEMAX LOCH I NVAR MODEL DHC 4/6-2 AP054480 EFD SPEX9OTSN4 FLOW RATE 0.35 20 1.5 SCHEDULE ELECTRICAL KW 2.9 54 VOLT PHASE AMPS 9 208 480 277 1 3 SET MAXIMUM TEMPERATURE AT 105 DEGREES F 65 COMMENTS MAX OUTLET TEMPERATURE 90 DEGREES F, CONFORMS TO ANSI Z3581.1 TEPID WATER 1 33 SET MAXIMUM TEMPERATURE AT 120 DEGREES F, OUTDOOR RATED 22 208 1 60 SET STORAGE TEMPERATURE AT 140 DEGREES F, PROVIDE SEISMIC RESTRAINT, INSTALL PER MANUFACTURER RECOMMENDATION. PROVIDE CONTROL POINTS IN CONTROL PANEL TO MONITOR. SCBA COMPRESSOR TYPE EQUIPMENT NUMBER DESCRIPTION SERVICE LOCATION MANUFACTURER MODEL WORKING PRESSURE, PSI CHARGING FLOW RATE, SCFM ELECTRICAL WEIGHT, LBS COMMENTS KW VOLT PHASE CA 1 HIGH PRESSURE BREATHING AIR COMPRESSOR BREATHING AIR SCBA BUILDING BAUER UNICUS 4S/25H E3 6000 25.2 15 460 3 4550 COMPLETE PACKAGE SYSTEM WITH ELECTRONIC CO MONITOR WITH CALIBRATION KIT, CFS5.5 3 FILL STATION, FOUR (4) 6,000 PSI ASME AIR STORAGE CYLINDERS, PANEL... PIPING MATERIAL SCHEDULE (SEE SPEC'D ALSO) PLUMBING SERVICE MATERIAL „ COPPER TYPE L„ „ COPPER TYPE K„ COPPER TYPE DWV (SOLDERED) HUBLESS, CAST IRON SOIL PIPE CISPI HUBLESS COUPLINGS WITH NSF... PVC SCHEDULE 40 REMARKS ABOVE GROUND X -- SANITARY WASTE & VENT BELOW GRADE X -- DRAIN ABOVE GRADE X -- STORM BELOW GRADE X BRAZED DOMESTIC COLD, HOT WATER, ABOVE GRADE X HOT WATER AND HOT WATER RETURN PIPES TO BE INSULATED PER CPC HOT WATER RETURN BELOW GRADE X BRAZED ABOVE GRADE X -- CONDENSATE ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P N L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE DUBLIN, CA 94568 D Engineer of Record pragmatic I PROFESSIONAL ENGINEERS 1885 Concourse Drive San Jose, California 95131 Office I (408) 326-0815 prag maticp rofe ssion a le n g i n eers. com Contractor jiff MATRIXHG BUILDING SOLUTIONS, 115 Mason Circle Concord, California 94520 Main Office: (925) 459-9200 License #: 812232 matrixhginc.com Drawing Title PLUMBING EQUIPMENT SCHEDULES Drawing No. P-o-001 A PPE Project Number: 24071805 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT 0 26 (2.A1) JJ .I MI MI WI . I 0 0 SHEET NOTES ENTER TEXT ENTER TEXT R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE DUBLIN, CA 94568 D Engineer of Record pragmatic PROFESSIONAL ENGINEERS 1885 Concourse Drive San Jose, California 95131 326-0815 p ra g m atOffice i cp rof a ss(408) i o n a l e n g i n e e rs. co m Contractor MATRIXHG BUILDING SOLUTIONS,. 115 Mason Circle Concord, California 94520 Main Office: (925) 459-9200 License #: 812232 matrixhginc.com a 0 BISCO W 0 M 39690 Rxp 12/31/24 sT9\HAN���P F OF CA�\F Drawing Title PLUMBING SITE PLAN Drawing No. P-O-002 A OPLUMBING SITE PLAN 1 " = 20'-0" PPE Project Number: 24071805 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 21 20 20 19 18 17 LARGE CLASSROOM - STORAGE PLUMBING FLOOR PLAN - CLASSROOM - UNDERGROUND 3/16" = 1'-0" 19 18 1-102A 17 16 16 15 :ECEPTI AREA 1-16 15 14 ORRIDOR A 1-103A trill l( 11 14 13 LAV-2_ PUBLIC - RES l; OOM COMMONS/BREAKROOIb_ SK-1 1-100C TRAINING COMMON ilinnieVir teat,. ; "'//' .. 13 12 12 11 iRAINING D E PU � I En OF 1-106A GEN OFFICE STO RAG E 1-106B LOCK (ALL GE ER) 1/4" / 1'-0" I E: -5' - 7 29/32" 11 10 CORRIDOR B 1-103B 10 uL�l 00 AREA IIIIIII I I IIIIIIIIII I I IIIIIII II I IIIIIIIIII I I IIIIIIIIII II 9 KER RO I M (MALE) 1-112A 8 CORRIDOR C 1-103C 7 6 CH. ROOM 5 1 Nrrrrrrrr► rrrrrrrrrrrrNNNNNNNNNN•+NNN. 4 3 2 1 CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number Project DATE 10/02/2024 ISSUE DESCRIPTION 50% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE DUBLIN, CA 94568 Engineer of Record pragmatic PROFESSIONAL (ENGINEERS 1885 Concourse Drive San Jose, California 95131 326-0 p ra g m atOffice i cp rof a ss(408) i o n a l e n g i815 n ee rs. co m PPE Project Number: 24071805 Contractor MATRIXHG BUILDING SOLUTIONS... 115 Mason Circle Concord, California 94520 Main Office: (925) 459-9200 License #: 812232 matrixhginc.com Drawing Title PLUMBING FLOOR PLAN - CLASSROOM BLDG - BELOW SLAB Drawing No. R Q P O N M L K J H G D P-1-200 A NOT FOR CONSTRUCTION 141 21 21 20 19 18 17 II II LARGE CLASSROOM - STORAGE TRA1 CLASS SM 1-102A ING OOM - C1 PLUMBING FLOOR PLAN - SANITARY VENT - CLASSROOM - LEVEL 1 3/16" = 11-0" 20 19 18 17 16 16 ECEPTI 15 15 1-103A 14 14 13 PUBLIC -� REST OOM COMMONS/BR ROOM 1-100C TRAINING COMMON 13 12 12 11 1RAINING DEPU 11 IE OF 1-106A GEN OFFICE STO RAG E 1-106B LOCKEM (ALL GENDER) 11 LOCKER (MAL 10 CORRIDOR B 1-103B 10 TUR'NOU —ROOM rEXTRACTORtL4UN IIIIIII IIIIIIIIII IIIIIII II IIIIIIIIII IIIIIIIIII 11 9 1-112A CORRIDOR C 1-103C LOCKE ( OOM MALE) REMPAIMPAIMPAIMPAIMPAMPli 8 I 7 TELECOM/SI RVER CLOSE CH. ROOM 6 5 T \ I I COVERED UTILITY YARD 1^rrrrrrrr►^6rrrrrrrrrrrr+• ///I%////- %'//M 4 3 2 1 CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number Project DATE 10/02/2024 ISSUE DESCRIPTION 50% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE DUBLIN, CA 94568 Engineer of Record pragmatic PROFESSIONAL ENGINEERS 1885 Concourse Drive San Jose, California 95131 326-0815 p ra g m atOffice i cp rof a ss(408) i o n a l e n g i n e e rs. co m M 39690 9-1 ° Rxp. 12/31/24 'Pi.CHA N \ C' 47e��\O F OF Ciba.0. PPE Project Number: 24071805 Contractor MATRIXHG BUILDING SOLUTIONS,. 115 Mason Circle Concord, California 94520 Main Office: (925) 459-9200 License #: 812232 matrixhginc.com Drawing Title PLUMBING FLOOR PLAN - CLASSROOM BLDG - LEVEL 1 Drawing No. R Q P O N M L K J H G D P-1-210 A NOT FOR CONSTRUCTION 21 21 20 20 19 18 PLUMBING ROOF PLAN - SANITARY VENT - CLASSROOM 19 18 17 17 16 16 15 15 14 14 13 13 12 12 11 10 III III 1 11 1 10 1 11 1 10 III III IIII III III I III III 01 1111 01 1111 01 IV 1 II 1 @ 1 II 1 @ 1 II 1 III 11 10 9 8 7 6 1'I—■I■�I�■I■�II�I�� 1-71•1 I 5 4 3 2 1 CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number Project DATE 10/02/2024 ISSUE DESCRIPTION 50% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE DUBLIN, CA 94568 Engineer of Record pragmatic PROFESSIONAL ENGINEERS 1885 Concourse Drive San Jose, California 95131 326-0815 p ra g m atOffice i cp rof a ss(408) i o n a l e n g i n e e rs. co m PPE Project Number: 24071805 Contractor MATRIXHG BUILDING SOLUTIONS 115 Mason Circle Concord, California 94520 Main Office: (925) 459-9200 License #: 812232 matrixhginc.com Drawing Title PLUMBING ROOF PLAN - CLASSROOM BLDG - ROOF Drawing No. R Q P O N M L K J H G D P-1-220 A NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT 1.D 1.B 1.A� 1.1 HB-1 3/4"0 DCW 1.2 nnu 3/4"o DCW 3/4"o DCW SA cM TRAINING SA CLASSROOM -LARGE CM 1-1U 0 CM CM LARGE CLASSROOM - STORAGE 1-102A SA TRAINING CM CLASSROOM - SA PUBLIC LO 1 0 ECEPTION ARE 1-100A ORRI 1-10 3A 0 0 m 0 0 - TRAIJERS/ADM IN OP N OFFICE AREA 1/2"o DCW05 WD-1 0 2"o DCW 1-106 ) TRAINING DEPUTY CHIEF OFFICE 1-106A GEN OFFICE STO RAG E 1-106B 1"0 DHW LAV-2 Jj -- RE S700 3/4"0 DCW-. 1-104 WC-1 WC 1 11 3/4"o DCW 1 1/4"o DHW 0 0 0 LAV-1 SH-2 HB-1 3/4"o DC 1 1.5 n1 1.6 1.7 3/4"o DCW • • TUR NFU OM 1/2"0 DCW lf-1/2"0 DHW LeCK R rw�ivi iXTRACTrORfLAUNDRY (ALL GENDER) AREA 1-107 0 CV 2"0 DCW CORRIDOR B L 108A mm� 0 m M N z CORRIDOR C i 3/4"0 DHW 3/4"o DCW I IIIIIIIIII II 1 1/2"o DHW BY 3/4"o DHW 3/4"0 DCW 1"o DHW COMMONS/BREAKROOM 1-100C SK-1 SK-1 ��� D W 1/2"o DCW �.3/4"o DCW 1/2'0 DHW TRAINING COMMONS 1-100B 2"0 DCW LAV-1 1/2"o DCW i1/2"o DHW 1-112 0 _3/4"o DCW 3/4"o DHW LAV-1 SH-2 r 1"0 DCW 3/4"o DHW 1/2"o DCW 1/2"o DHW- • CKER ROOM' (MALE;Av-1 III II fry SH-1 1-112PLAv-1 1-2"0 DCW- UR-1 < WC-1 3/4"0 DHW 0 0 WC-1 2"o DCW 0 0 m N 1-103C LAV-1 LAV-1 0 m SC 1 1/2"o DCW DF-1 1"o DCW WC-1 - II ICKE OOM (FfEMALE)r=1 1 1/2"o DHW 1/2"o DCW 1 2 1/2"o DCW 1/2"o DHW SH-2 ■I 1/2"o DHW 1/2"o DCW MMM 1.3 1.4 1.5 1.6 XERC.IISL/F1T�ESS !ROOM 1-109 II HB-1 TELECOM/SI RVER CLOSE 1-110 ELEC. MAIN PANEL ROO 1-113 INN ICH. ROOM 1-114 WM-1 1 1/2"o DHW 3/4"0 DHW 2 1/2"o DCW 2 1/2"o DCW r- COVERED UTILITY YARD 7 \\\\\ \ 1.7 1.E 1.D 1.B 1.A R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE DUBLIN, CA 94568 D Engineer of Record pragmatic PROFESSIONAL ENGINEERS 1885 Concourse Drive San Jose, California 95131 326-0815 p ra g m atOffice i cp rof a ss(408) i o n a l e n g i n e e rs. co m Contractor MATRIXHG BUILDING SOLUTIONS,. 115 Mason Circle Concord, California 94520 Main Office: (925) 459-9200 License #: 812232 matrixhginc.com a BISc � \ U 0 M 39690 Rxp. 12/31/24 sT OH A N 9TF \P OF CAC\6°�� 0 0 0 0 Drawing Title DOMESTIC WATER PLAN - CLASSROOM BLDG - LEVEL 1 Drawing No. P-1-310 A PLUMBING FLOOR PLAN - DOMESTIC WATER - CLASSROOM - LEVEL 1 - 3/16" = 1'-0" PPE Project Number: 24071805 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT 3.0 3.B PLUMBING ROOF PLAN - SANITARY VENT - SCBA BLDG 3.2 IM-1 CE 104 1/2"o DHW '1/2"o DCW w - iL-I — o is— LAV-2 o o RESTkC G WC-2 —3-10:1� EEWS-1 HB-1 -/-1. rT- WC-2 1/2"o DCW U m, LAV-2 1/2"o DHW a ITROO M 3-102 2" o DCW 1 1/4"o DCW 1 1/4"o DHW 2" o DCW 2" o DCW PLUMBING FLOOR PLAN - DOMESTIC WATER - SCBA BLDG - LEVEL 1 1/4" = 1'-0" 1 /4" = 1'-0" 3.0 3.B 3.1) (3.2 II II II II II II CE 104 uuuuuYYYYYXXXXXY YYYY uuXuuuuuuuuuYYYYYYXXXXXX 1 RESTROOM X II SCBA ROOM RESTROOM I; 3-101 3-103� 3-102 ": II II 3.B ill � ICE -104 a,Q RESTROOM -3-103 RESTROOM 3-102L 3.2 jl 3.2 SCBA ROOM 3-101 3.2� 3.0 3.B\) 1 3.A R Q ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P O N M L J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE DUBLIN, CA 94568 D Engineer of Record pragmatic PROFESSIONAL ENGINEERS 1885 Concourse Drive San Jose, California 95131 326-0815 p ra g m atOffice i cp rof a ss(408) i o n a l e n g i n e e rs. co m Contractor MATRIXHG BUILDING SOLUTIONS,. 115 Mason Circle Concord, California 94520 Main Office: (925) 459-9200 License #: 812232 matrixhginc.com a 0 BIs 0 M 39690 Rxp. 12/31/24 s>9 CH A N °P\'' F OF CA�\Fo.." 00*% Drawing Title DOMESTIC WATER PLANS - SCBA BLDG Drawing No. P-3-310 A PLUMBING FLOOR PLAN - SANITARY VENT - SCBA BLDG - LEVEL 1 PLUMBING FLOOR PLAN - SCBA BLDG - UNDERGROUND 1/4" =1'-0" \ 1/4" =1'-0" PPE Project Number: 24071805 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT OFLOOR DRAIN DETAIL 1/8" =1 0 CONDENSATE PIPE FLOOR SINK CONDENSATE AIR GAP DETAIL 1/8" =1'-0" /1" or 1-1/4" CD ro 72" V 2 2"SS 1-1/4" SS CLEANOUT PLUG LAVATORY P-TRAP EPDXY COATING BRONZE COVER FLOOR DRAIN CONCRETE SLAB NO -HUB CLAMP SEWER PIPE TAIL PIECE 1" or 1-1/4" CD LAVATORY 1-1/4" SS CLEANOUT PLUG 2" SS FLEX CONNECTOR P-TRAP R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE DUBLIN, CA 94568 D Engineer of Record pragmatic PROFESSIONAL (ENGINEERS 1885 Concourse Drive San Jose, California 95131 326-0815 p ra g m atOffice i cp rof a ss(408) i o n a l e n g i n ee rs. co m Contractor MATRIXHG BUILDING SOLUTIONS... 115 Mason Circle Concord, California 94520 Main Office: (925) 459-9200 License #: 812232 matrixhginc.com Drawing Title PLUMBING DETAILS Drawing No. P-4-601 A OCONDENSATE DISCHARGE TO LAVATORY DETAIL 1/8" =1 0 PPE Project Number: 24071805 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE DUBLIN, CA 94568 D Engineer of Record pragmatic PROFESSIONAL ENGINEERS 1885 Concourse Drive San Jose, California 95131 Off326-0815 p ra g m at i cp rofice a ss(408) i o n a l e n g i n e e rs. co m Contractor MATRIXHG BUILDING SOLUTIONS,. 115 Mason Circle Concord, California 94520 Main Office: (925) 459-9200 License #: 812232 matrixhginc.com a 0 B I seF�° M sg f;Xp 1 alcgn _'I 'PT CHAN \ CPS 47e �P OF CAC\Fo . Drawing Title PLUMBING DETAILS Drawing No. P-4-602 A PPE Project Number: 24071805 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE DUBLIN, CA 94568 D Engineer of Record pragmatic PROFESSIONAL ENGINEERS 1885 Concourse Drive San Jose, California 95131 Off326-0815 p ra g m at i cp rofice a ss(408) i o n a l e n g i n e e rs. co m Contractor MATRIXHG BUILDING SOLUTIONS,. 115 Mason Circle Concord, California 94520 Main Office: (925) 459-9200 License #: 812232 matrixhginc.com a 0 B I seF�° M sg f;Xp 1 alcgn _'I 'PT CHAN \ CPS 47e �P OF CAC\Fo . Drawing Title PLUMBING TITLE 24 Drawing No. P-4-701 A PPE Project Number: 24071805 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT DOAS AHU ENABLE RUN ❑ SPEED 0- STATUS ❑ NETWORK ❑ VFD 1 LINE VOLTAGE SPEED SW, MTD AND WIRED BY DIV 26 ® CEILING FAN M-NET / Y 0 Lu GATEWAY PROVIDED LOOSE BY DIV 23. PANEL AND ALL WIRING BY DIV 25 VRF CONTROL SYSTEM 0 0 0 DI SEE SPEC'S AND DIV. 26 DWGS FOR SMOKE DETECTOR AND FIRE ALARM WIRING DO SF STATUS SF SPEED SF START VRF CONDENSING UNIT M-NET SUPPLY AIR TEMP DUCT STATIC PROBE LOCATE AT INLET OF VAV-1.4 REFERENCE (INSIDE BUILDING) DUCT STATIC PRESSURE EA TRANSFER FAN (TF-1.1) 1/. BRANCH CONTROLLER VRF FAN COIL LINE VOLTAGE T'STAT, MTD AND WIRED BY DIV 26 / THERMOSTAT PROVIDED W/ VRF FC VRF FAN COIL 1±1 OA ® VAV BOX TO OTHER VRF BC'S TO OTHER FAN COILS RECIRC PUMP POTABLE[I). CW DHW SYSTEM DI DO PUMP STATUS PUMP START EWH-1 _s .(-jRECIRC HWR SELF -POWERED MIXING VALVE BY DIV 22 DHWS TEMP S 1:). DHWS TO BLDG SUPPLY AIRFLOW CO2 SENSOR AND WINDOW SWITCH ONLY AT SELECTED ZONES - SEE VAV BOX SCHEDULE AND SPECS DAMPER POSITION EA CO2 \ l THERMOSTAT IN IT ROOM 1-110 ONLY DI ZONE WINDOW CO2 SWITCH l ZONE TEMP EA E). TIME DELAY RELAY WIRED BYDIV26 TOILET EXHAUST FAN (EF-3.1) LIGHT SWITCH FC CONTROLLER OA FROM VAV CD 1.1 TOILET/ LOCKER EA SPEED 0- RUN 0- FEEDBACK 0- ECM / COORDINATE STATUS & S/S WITH FINAL EQUIPMENT SUBMITTAL. PROVIDE AUXILIARY RELAY OR CURRENT SWITCH TO INTERFACE WITH BAS IF CONTACTS ARE NOT AVAILABLE ON ECM INTERFACE. DO ® BUILDING RELIEF/EXHAUST FAN (EF-1.1) VRF CONTROL FWIRING BY DIV 23 F1F2COMM ❑ FAN ❑ ENABLE -❑ EXV ❑ TO BSB-1.1 EXV FEEDBACK FAN START .(-jTURNOUT LOCKER EA 0-60 MINUTE WINDUP TIMER SWITCH MTD AND WIRED BY DIV 26 �\ 8-6 WALL HEATER FAN SPEED DX \ SA u LL CC CC VRF FAN COIL UNIT THERMOSTAT PROVIDED W/ VRF FC r GATEWAY TO POWER MONITORING - SEE DIV. 26 DWGS FOR LOCATION MISCELLANEOUS POINTS GATEWAY TO LIGHTING CONTROLS - SEE DIV. 26 DWGS FOR LOCATION STATIC PRESSURE PORT IN CENTRAL CORRIDOR.. SEE SPEC'S ASPIRATED OA TEMP SENSOR W/ SOLAR SHIELD LOCATED IN ROOF WELL. SEE SPEC'S OUTDOOR PRESSURE TIP - SEE SPECS FOR LOCATION OA TEMP BLDG PRESSURE CONTROLS GENERAL SA OA RA EA SUPPLY AIR OUTSIDE AIR RETURN AIR EXHAUST AIR EQUIPMENT 0 0 SD ENABLE RUN ❑ SPEED LI NETWORK ❑ VFD ENABLE STATUS ❑ SETPOINT ❑ M/S HOT ❑ AUTO ❑ AUX ❑ 2-WAY VALVE 3-WAY VALVE SMOKE DETECTOR FAN -PROP CENTRIFUGAL HOUSED FAN FAN -PLUG FAN ARRAY PUMP INLINE PUMP FURNACE FILTER AIR FLOW STATION COIL OPPOSED BLADE DAMPER PARALLEL BLADE DAMPER BAROMETRIC DAMPER VAV DAMPER VARIABLE SPEED DRIVE CONTROLLER MOTOR STARTER CONTROLS EQUIPMENT (CONT'D) HX CONTACT (BOXED) CONTACT (UNBOXED) RELAY (1 CONTACT) RELAY (2 CONTACTS) SWITCH ACCUVALVE HEAT EXCHANGER LIGHT SENSORS 10 0 01 , RH M r M2 J DIGITAL POINT DO ANALOG POINT (AO) FM CS STATIC PRESSURE TIP AFS FAN SENSOR WELL TEMPERATURE SENSOR & SENSOR WELL HUMIDITY SENSOR (RH) OR TEMPERATURE SENSOR (T) AVERAGING TEMPERATURE SENSOR MODULATING ACTUATOR 2-POSITION ACTUATOR HARDWIRED DIGITAL OUTPUT (DO) OR DIGITAL INPUT (DI) HARDWIRED ANALOG OUTPUT (AO) OR ANALOG INPUT (Al) NETWORK CONNECTION BETWEEN CONTROLLER AND DEVICE FLOW CROSS FLOW METER CURRENT SWITCH R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P 0 Salas O'Brien salasobrien.com 408-282-1500 SAN JOSE 305 SOUTH 11TH STREET SAN JOSE, CA 95122-2218 Project Number: 2402712 N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 I Oth Street, Suite 201 Oakland. CA 94607 Contractor OVERAAt Construction Drawing Title HVAC CONTROLS SCHEMATICS Drawing No. O-BASO.O1 A SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 DUCT & DIFFUSERS DUCT LABELING .40 WIDTH (VISIBLE DUCT DIMENSION) 14x8 RECTANGULAR DEPTH (HIDDEN DUCT DIMENSION) DIAMETER (VISIBLE DUCT DIMENSION) • 0 140 ROUND WIDTH (VISIBLE DUCT DIMENSION) 14/8 OVAL DEPTH (HIDDEN DUCT DIMENSION) RECTANGULAR (SUPPLY) " SECTION THROUGH VERTICAL DUCT UP/TOWARD DOWN/AWAY RECTANGULAR (RETURN) 1 SECTION THROUGH VERTICAL DUCT UP/TOWARD DOWN/AWAY RECTANGULAR (EXHAUST) SECTION THROUGH VERTICAL DUCT UP/TOWARD DOWN/AWAY ROUND (SUPPLY/EXHAUST/RETURN) • 4 SECTION THROUGH VERTICAL DUCT 0 UP/TOWARD (\; DOWN/AWAY OVAL (SUPPLY/EXHAUST/RETURN) JSECTION THROUGH VERTICAL DUCT vJ UP/TOWARD i ., I ' DOWN/AWAY IIIIIIIIIIIIIIIIIIIIIIIIIIIt FLEXIBLE DUCT FLEXIBLE DUCT CONNECTION .... INTERNALLY INSULATED (LINED) DUCT rMANUAL VOLUME DAMPER n L BACKDRAFT DAMPER, ELEVATION & PLAN DUCT UP IN DIRECTION OF ARROW DUCT WITH FIRE WRAP, 2HR UON REPRESENTATIVE (SEE SPECIFICATIONS DUCT FITTINGS FOR REQUIREMENTS) 140 24x24 ROUND TO RECTANGULAR TRANSITION ELBOW WITH TURNING VANES iJJ RADIUS ELBOW JBOOT TAP 45 DEGREE TAP CONICAL TAP WM g . PAIR OF PANTS 4 DIFFUSERS C CEILING SLOT DIFFUSER CEILING SUPPLY DIFFUSER CEILING EXHAUST/RETURN GRILLE PLENUM RETURN GRILLE IWALL OR DUCT DIFFUSER OR GRILLE t I FLOOR GRILLE 0 SWIRL DIFFUSER GENERAL SENSORS 0'-01/8" SD OS DATUM OR POINT OF CONNECTION DOOR LOUVER DOOR UNDERCUT RETURN/EXHAUST AIRFLOW ARROW POINTING IN DIRECTION OF AIRFLOW SUPPLY AIRFLOW ARROW POINTING IN DIRECTION OF AIRFLOW DUCT SMOKE DETECTOR ROOM THERMOSTAT/SENSOR HUMIDITY SENSOR PRESSURE SENSOR WINDOW SWITCH CO2 SENSOR OCCUPANCY SENSOR SENSOR LEADER DOT MARKS THE SENSOR LOCATION ELEVATION REFERENCE T+9' 10" T-EL+25'0" B+9'10" B-EL+25'0" CL+9'10" CL-EL+25'0" [W24X162 B+10'61 TOP OF DUCT, PIPE, GRILLE AT 9'10" AFF TOP OF DUCT, PIPE, GRILLE AT 25'0" ABOVE 0'0" DATUM ELEVATION BOTTOM OF DUCT, PIPE, GRILLE AT 9'10" AFF BOTTOM OF DUCT, PIPE, GRILLE AT 25'0" ABOVE REF ELEVATION CENTER LINE OF DUCT, PIPE, GRILLE AT 9'10" ABOVE REF ELEVATION CENTER LINE OF DUCT, PIPE, GRILLE AT 25'0" ABOVE REF ELEVATION BOTTOM OF BEAM (STRUCTURE) AT THIS EXACT LOCATION BOTTOM OF BEAM (STRUCTURE) ALONG LENGTH OF BEAM ELEVATIONS PROVIDED FOR REFERENCE ONLY - FINAL ELEVATIONS AND COORDINATION ARE THE RESPONSIBILITY OF THE CONTRACTOR EQUIPMENT SINGLE DUCT VAV BOX DUAL DUCT VAV BOX VERTICAL FIRE SMOKE DAMPER ACCESS CLEARANCE CONTROLLER REHEAT COIL (IF PRESENT) INLET ACCESS CLEARANCE (EACH SIDE) CONTROLLER (EACH SIDE) OUTLET INLETS FLOW ARROW (IN DIRECTION OF AIRFLOW) MOTOR SECOND MOTOR FOR LARGE FSDs HORIZONTAL FIRE SMOKE DAMPER CONTROL DAMPER MOTOR FLOW ARROW (IN DIRECTION OF AIRFLOW) DAMPER MOTOR SUSPENDED NATURAL VENTILATION INDICATOR LIGHT VARIABLE SPEED DRIVE n DIRECTION LIGHT IS FACING DIRECTION LIGHT IS FACING IF TWO SIDED CLEARANCE FRONT OF VARIABLE SPEED DRIVE VARIABLE SPEED DRIVE MECHANICAL PIPING ;•< BEHI da w DPT _E _L Etr-- BALL VALVE BUTTERFLY VALVE CALIBRATED BALANCE VALVE FLOW CONTROL VALVE GLOBE VALVE GATE VALVE CHECK VALVE STOP COCK VALVE PRESSURE REDUCING VALVE PRESSURE SUSTAINING VALVE 3-WAY AUTOMATIC CONTROL VALVE 2-WAY AUTOMATIC CONTROL VALVE SAFETY RELIEF VALVE TEE ELBOW TWIN SPHERE FLEX CONNECTION FLEXIBLE CONNECTION (METALLIC) SUCTION DIFFUSER W/ STRAINER & H.B. POINT OF CONNECTION WYE STRAINER STRAINER W/ BLOW OFF H.B. TRIPLE DUTY VALVE FLOW SWITCH DIFFERENTIAL PRESSURE TRANSMITTER PRESSURE GAUGE THERMOMETER THERMO WELL W/ TEMP SENSOR TEST FITTING (PETE'S PLUG) MANUAL AIR VENT AUTOMATIC AIR VENT FLOW METER EXPANSION JOINT PIPE ANCHOR ALIGNMENT GUIDE FLANGED JOINT/BLIND FLANGE UNION CONCENTRIC REDUCER ECCENTRIC REDUCER PIPE CAP PIPE BREAK PIPE UP PIPE DOWN FLOW DIRECTION ARROW SUPPLY PIPE (CONTINUOUS LINE) RETURN PIPE TAGS FIRE SMOKE DAMPER & FIRE DAMPER FSD FF-XX 74 x 18 A GRILLE OR DIFFUSER CALLOUT NECK SIZE SECTION MARK EQUIPMENT TAG VAV BOX TAG KVAV 1234 TAG (FSD OR FD) FLOOR NUMBER UNIQUE IDENTIFIER FSD TYPE HEIGHT WIDTH TYPE NOMINAL SIZE NECK SIZE CFM SECTION NUMBER SHEET NUMBER TAG UNIQUE IDENTIFIER TAG (VC - COOLING ONLY) (VR - REHEAT) (FPP - PARALLEL FAN POWERED) (FPS - SERIES FAN POWERED) UNIQUE IDENTIFIER FLOOR NUMBER AIR HANDLING UNIT NUMBER MECHANICAL EQUIPMENT COLOR LEGEND (FOR DRAWINGS IN COLOR) SUPPLY DUCT RETURN DUCT EXHAUST DUCT OUTSIDE AIR SUPPLY DUCT FSD (FIRE/SMOKE DAMPER) OTHER MECHANICAL EQUIPMENT CHILLED WATER PIPING HOT WATER PIPING CONDENSER WATER PIPING PHASING EXISTING SINGLE LINE DOUBLE LINE ISOMETRIC DEMOLITION — E__.___ --x — SINGLE LINE DOUBLE LINE ISOMETRIC NEW CONSTRUCTION SINGLE LINE I 1 DOUBLE LINE ISOMETRIC VR VARIABLE VOLUME REHEAT W WIDTH IN/ WITH W.A.P. WALL ACCESS PANEL WPD WATER PRESSURE DROP IN FEET WATER COLUMN ABBREVIATIONS ABBREVIATION DESCRIPTION 0 ROUND 4) PHASE (E) EXISTING (N) NEW (R) RELOCATED ABBR. ABBREVIATION ABS ABSOLUTE AF AIRFOIL AFF ABOVE FINISHED FLOOR Al ANALOG INPUT AO ANALOG OUTPUT AP ACCESS PANEL APD AIR PRESSURE DROP IN INCHES WATER COLUMN B+ BOTTOM ELEVATION BD BELT DRIVE BDD BACK DRAFT DAMPER BF BOTTOM FLAT BHP BRAKE HORSEPOWER BP BEAM PENETRATION C.A. COMBUSTION AIR CAP CAPACITY CAP STAGE CAPACITY STAGES C.A.P. CEILING ACCESS PANEL CARTR CARTRIDGE CENTR CENTRIFUGAL CFF CAP FOR FUTURE CFM CUBIC FEET PER MINUTE CHOR CHANGEOVER RETURN CHOS CHANGEOVER SUPPLY CHWR CHILLED WATER RETURN CHWS CHILLED WATER SUPPLY CL CENTERLINE CLG CEILING CO CARBON MONOXIDE CO2 CARBON DIOXIDE COMP COMPRESSOR COP COEFFICIENT OF PERFORMANCE CCWR CLOSED CONDENSER WATER RETURN CCWS CLOSED CONDENSER WATER SUPPLY CWR CONDENSER WATER RETURN CWS CONDENSER WATER SUPPLY DD DIRECT DRIVE DEFL DEFLECTION DELTA P DIFFERENTIAL PRESSURE DI DIGITAL INPUT DL DRAIN LINE DO DIGITAL OUTPUT DPS DIFFERENTIAL PRESSURE SWITCH DPT DIFFERENTIAL PRESSURE TRANSMITTER/TRANSDUCER E.A. EXHAUST AIR E-PWR EMERGENCY POWER ECM ELECTRICALLY COMMUTATED MOTOR EDB ENTERING DRY BULB TEMPERATURE EER ENERGY EFFICIENCY RATING EFF EFFICIENCY ET EXPANSION TANK ESP EXTERNAL STATIC PRESSURE EWB ENTERING WET BULB TEMPERATURE EWT ENTERING WATER TEMPERATURE FAS FIRE ALARM SYSTEM FD FIRE DAMPER FF FOULING FACTOR FPI FINS PER INCH FPF FINS PER FOOT FPM FEET PER MINUTE FPP FAN POWERED PARALLEL VAV BOX FPS FAN POWERED SERIES VAV BOX FSD FIRE SMOKE DAMPER FT FEET FT2 SQUARE FEET GPM GALLONS PER MINUTE H HEIGHT H.B. HOSE BIB HEAD PRESSURE RISE IN FEET OF WATER COLUMN HP HORSEPOWER HRR HEAT RECOVERY RETURN HRS HEAT RECOVERY SUPPLY HS HUMIDITY SENSOR HWR / HHWR HOT WATER RETURN / HEATING HOT WATER RETURN HWS / HHWS HOT WATER SUPPLY / HEATING HOT WATER SUPPLY HX HEAT EXCHANGER ID INSIDE DIMENSION IN INCHES IN WC INCHES OF WATER COLUMN IPLV INTEGRATED PART LOAD VALUE KBH 1,000 BTU/H KW KILOWATTS LDB LEAVING DRY BULB TEMPERATURE LWB LEAVING WET BULB TEMPERATURE LINT LEAVING WATER TEMPERATURE MANUF MANUFACTURER MCA MINIMUM CIRCUIT AMPS MOCP MAXIMUM OVERCURRENT PROTECTION MED MEDIUM MERV MINIMUM EFFICIENCY REPORTING VALUE MIN MINIMUM MIN OA MINIMUM OUTDOOR AIR CFM MOD MODULATING CAPACITY CONTROL N.C. NORMALLY CLOSED N.O. NORMALLY OPEN NPLV NON-STANDARD PART LOAD VALUE O.F. OVER FLOW O-PWR OPTIONAL STANDBY POWER OA OUTSIDE AIR OADB OUTDOOR AIR DRY BULB TEMPERATURE OAWB OUTDOOR AIR WET BULB TEMPERATURE OD OUTSIDE DIMENSION OCC OCCUPIED OP WT OPERATING WEIGHT P.O.C. POINT OF CONNECTION P.C. PLUMBING CONTRACTOR PD PRESSURE DROP PRESS PRESSURE PROP PROPELLER PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH, ABSOLUTE PSIG POUNDS PER SQUARE INCH, GAUGE QTY QUANTITY QTY@HxL QUANTITY AT HEIGHT BY LENGTH R.A. RETURN AIR RLA RATED LOAD AMPS RPM REVOLUTIONS PER MINUTE REFR REFRIGERANT S.A. SUPPLY AIR S.A.D. SEE ARCHITECTURAL DRAWINGS S.M. SHEET METAL S-PWR STANDBY POWER (LEGALLY REQUIRED) SCT SATURATED CONDENSING TEMPERATURE SD SMOKE DETECTOR SENS SENSIBLE SST SATURATED SUCTION TEMPERATURE ST STORAGE TANK T+ TOP ELEVATION TF TOP FLAT TS TEMPERATURE SENSOR TSP TOTAL STATIC PRESSURE TYP TYPICAL UON UNLESS OTHERWISE NOTED V VOLTS VFD VARIABLE FREQUENCY DRIVE VSD VARIABLE SPEED DRIVE VC VARIABLE VOLUME COOLING ONLY CLIENT R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P N Salas O'Brien salasobrien.com 408-282-1500 SAN JOSE 305 SOUTH 11TH STREET SAN JOSE, CA 95122-2218 Project Number: 2402712 L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I0th Street, Suite 201 Oakland. CA 94607 Contractor OVERAAt Construction C Drawing Title HVAC LEGENDS AND ABBREVIATIONS Drawing No. O-MO.O1 SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 AIR HANDLING UNITS TAG MANUFACTURER & MODEL NO SERVING SUPPLY FAIT': FILTER OP WT WI AOCESSORJES RDMARKS _ ',I ISOLATION ELECTRICAL PREFILTER F1NA1 TSP TYPE DE=L P.IC HP VFD'ECM TYPE DEPTH MERV-A TYPE DEPTH MERV- 4 Mk 41p NN SKYLINE QAFI005�' GM VMS PLENUIV 2500 10 I. Pr 3 *US 0 PLEAT �' 8 21 15 920 ROOF DAMIJPPiY I�Iri'RNAL PRINO I L�4rIOM1 Ffj- FAN Mr 2a• - VRF AND SPLIT SYSTEM FAN COILS TAG MAAAIIJFACTIJRER & MODEL NO SERVING CLG CAR it l I} HTC, CAP (KB -I} 5tI t Y FAN FILTER MERE D9d ELECTRICAL OP INr 1 ACCESSORIES REMARKS MCA V' Ell CFM ESP Lk b IN FACIT JU LARGE CLASSROOM 72 81 2050 04 8 4$ S5 208�3 310 LEAKDET>`CTOR. AIER BFILTERHJT SEED VARIES BLED ON LOAD, OCINDE7�SATE PLR'�1P'4YI-cr,=-E�,.ir.=1. V TIC I !swill VMTN 1'ST+�TICOEFLEcT.ON UNHI USW.$PRING ISOLATORS Mr AM DAMN F IMOMIJU MILL Cia&RDOM 24T 34 1100 04 8 43 2 8 20€13 105 LF_AK DETECTOR. MERV !FILTER POT SPEED VARIES BASED. ON LOAD, CCf51DEJ4SATE PUMP WHERE IREOUIREO. TITI isEure'MYTH 1' STOIC OEFLE.CTICN LINKLISED IPIG ISCLATORS Aik DAMN F;(147a1M1.11.1 PU RIC ILIMBY 24T 34 1100 04 8 43 28 2W3 105 LEAJ4DETECTOR. MERkV13FILTER KIT SPEED VARIES BASED ON LOAD, CONDENSATE PUMP WHERE REQUIRED. A'TI N ISC1ATE VAT}11'STATIC OEFLECT1O 1 UNHOUSED INIG ISCLAM DAMN F SI]P3VJU FILE 24T 1100 04 8 28 208�3 105 LEAK DETECTOR. AIER BFILTERI9T SPEED VARIES BASED. ON LOAD, C:C 1DEN&ATE PUMP WHERE REQUIRED, C.1ISC1,ATE' TIi1'STATICDEFLECT UNHOU DSPRING ISCLATORS Mr AlkDi+II IN F � 1P6VJU FITNESSI OC I 445 60 ifs 04 8 45 34 208�3 105 LEAJ4DETECTDR AIER FILTER ITT SPEED VARIES BASEC ON LOAD, CONDENSATE PUMP WHERE REQUIRED, V1 MN J I$Cu1`E'M1i1 r$TATICOEFLE.CTtiON UNHOU$ED IA IWCILA,TORS IlEr DAMN F' PBVJU CIIRRIDQR- TLIRNGLIi LOCKER 198 27 690 04 8 42 18 20813 80 LEAK.OETECTOR. MERV 8 FILTER NT SPEED VARIES B SEOOt,1 LOAD, CaIDENSATE PUMP WHEFIf REQUIRED. VIBRATION'SLATE'h7TN 1'mTICOEFLecrm UNHOU$CD$FRING ,.9CLATORS 1.6 aik []Alf{INMEr FTK24IW.1,.0 IT RDOM 24 - 2103 01 8 53 - - 30 'A ED 714ERMQSTAT POWERED BY GU-2 VRF AND SPLIT SYSTEM CONDENSING UNITS TAG MANUFACTURER 'rL% ER IM40QEL NO SERVING OMPTYPE P FRIG WIT CCICirl0 Fe4TING Ei.ECT1RIVL I SOUND CE OP WT iLBSI REMARKS TYPE LISS OAT MOM KR EER Irr 1R 4T KETUH KNI COP COW MCA. AM DAM FEYQ240MAIATEIN PCLI-1A THRCQGH ECU$ INVERTER SC Rat 410A 25.8 1' 3 • I 34 195 411 MA 69 975 AT ISOLATEON RLEER WAFFLE P'AJJS' 1T1i0.5` STATIC DEFLECTION Mr AM DAWIN P 24N 'JJU FOI,I•T INVERTER SCFIOLL 411 , 3 4 21 _2 1? 5 I . . 1 iB I 55 11ATION Q C ISOLATE ON€ RLER WAFFLE PADS f1Tli 0.S' STATIC DEFLECT 0N IlEr FANS TAG LIIANLIFACTLIRER MODEL NIA SEFLIANG TYPE CFFA 1 TSP RPM SONES ELECT1RICA_ ce WI ACCESSORIES 12EMA S SiP HP '�� '�FCtIECM Ala EENFECK i$� G BUILDING FIELIEFI > I-IWd LST CENTRIFUGAL DOWN T FAN MD (KB 12pd 10. a�Si 1 120.1 ECM100 24,'7 DF'E LT +1. NIOB F Q'Q, VIBRATION FCLATE ON STF JCTUFLAL METAL EASE W' 11 STATIC DEFLECTION UlliOUSED SPRING ISOLATORS Mr O NHEC4043F D RESTROOMS CFNTRIFLC,AL Dl'iN T FAN 1rE6 (Ka 1F&G 4,4 DM004 120.1 - 25 tiNIREO TOUGH SWITCH AND TIME DELAY RELAY' BY DrI26, ROOF am EF GREENNE GSP 00 ELECTRICh1f2GOM CABINET FAN JOb 0.3 625 O.d 135Y4ATT 12 '1 �0 L■+IE'JDLTN3ETHEF7.I TATYIRED51'DFVF6. VIBRATION ISOLATE W1TH NEOPRENE HANGERS. Off STATIC DEFLECTION AM Mr CIF CF RIG p,as FANS HAIKU FITNESS S' BLADE - - 195 - 110 WATTS - 12 '1 - XI 'MIRED BT COI 26 Mr Mr BRANCH SELECTOR BOX TAG M'NUF,�CTIJRER & MI 1E €L NO '+ORTS M44KE-1 EACH MAX PC PEP POH- ELECTRICAL GP'NT ACCESSORIES REMARKS A 5 I �, BBB Dr5NN 95F905�T�il 8 54 5 0.8 2CG1 &5 CLOSKI PIPE MT 1 TEMPERATURE CONTROL PANELS TAG RIVING DE$cIPTCI'd ELECTRICAL OP VoT ILA] EESSC�E$ REIuARKS PARb:' FII $T PLO#1 GOFItFFp PANEL h C` 45 SEE SPECS MX RF OIp CONTROL. PANEL z .a C; F 45 SEE SPECS MOM CONTROL DAMPER TYPES TAG TYRE END MIMES I f 4t,IIJFAOTUP.ER MODEL SERVING REMARKS. CD A NO RUSKKIFI CD-36 LOW VELOCITY DIRECT -COUPLED ACTUATOR SPEC D Lrt1iER DIY' 25 CONTROL DAMPER SCHEDULE TAG I TAG ID TYPE NUM b ETER HEIGHT BLADEACTION EST DFACTUATORS T OF END SWITCHES NOFIMOL FAL POSIT1ON REMARKS CD 1.1 .A 20 12 RARALLE 1 - CLOSED LAST 2-POSITION ISOLATION CAMPER VAV Y BOXES K M I IF AND MODEL NO. IDLER SLR DESIGN OF*1 TOTAL AFD hC CCCL�ED- STANDBY OC2 CONTROL WNEIC*IT ILES) REMARKS MAX �11N VAS+-1.1 PRICE FtErli 10 825 216 ,-QS - Y Y - VAV-1.2 PRICE FM' 6 300 76 5 - Y Y - VA'1r-1.3 PRICE RDY 6 360 166 •.015 - Y N - VAV-1.A PRICE RD'i' 6 303 110 1.5 - Y N - VAV-1.5 PRICE FJL'l' 6 360 12.5 {Q5 - Y N - VAS+-1.6 PRICE RDV 6 300 190Q5 - N N - VAV-1.7 PRICE Fes! 8 500 0 6 - N N - WALL HEATERS TAG MANUFACTURER & MODEL NO DESCRIPTION CAPACITY DESIGN CAI DNS ELECTRICAL OP Wr ACCESSORIES REMARKS Pti1 AM AM Mk QMARI4 CWH31511IF WALL HEATER 5.1 FCDH - 1501) lid 12011 30 tITEGR.AL THERMOSTAT TIMER &MTFCH PROVIDED BY OIL 25. INSTALLED BY DIY 26 WW Mr I SOUND CRITERIA SPACE TYPE kid}{IMUIM I-DIAC SIXIMD LEVEL RESTROCM NC 50 CIRCULATION, GYM. LOCKER ROOM NC 45 OPEN OFFICE, LO9B r.'FECEPI1ON. COMMC*. 'KFTCHEI NC 40 PRIVATE OFFICE NC 35 CLASSFLO0k1 NC 30 CLIENT R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P O 0 Salas O'Brien salasobrien.com 408-282-1500 SAN JOSE 305 SOUTH 11TH STREET SAN JOSE, CA 95122-2218 Project Number: 2402712 N M L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 I0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title HVAC SCHEDULES Drawing No. O-MO.02 A SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 151 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT R P O N M L SCHEDULED PARTITION FOAM CYLINDER BACKER ROD, AS REQUIRED DUCT OR PIPE WITH INSULATION AS SPECIFIED 10MYititilitiYMMI OI( 101WOMOMW4W01( NON -HARDENING RESILIENT SEALANT GENERAL NOTES: FOR BLOCKWORK / CONCRETE WALLS, MORTAR TO SLEEVE AT FULL DEPTH OF PARTITION NON HARDENING RESILIENT SEALANT z STEEL SLEEVE FIBERGLASS 2 PCF TO 3PCF PACKED AND COMPRESSED TO FULL DEPTH ALTERNATE -EXPANDABLE FOAM 1. DUCT AND PIPE SUPPORTS TO BE SPACED SUFFICIENTLY FROM PARTITION LINE TO ALLOW ACCESS FOR INSTALLATION AND SEALING. 2. IN BLOCKWORK PARTITIONS, THICKNESS OF STEEL SLEEVE TO BE SUFFICIENT TO SUPPORT MORTAR ABOVE. MINIMUM THICKNESS 1/16 INCH. O GREATER THAN 3" DUCT & PIPE PENETRATION FOR SOUND -ISOLATING WALLS FLEXIBLE CONNECTION SPRING ANC NEOPRENE HANGER NOTE: INSTALL HANGER TO AVOID CONTACT BETWEEN ROD AN FAN COIL UNIT HOUSING K I © DUCTED FANS J H G F E D C B A SCHEDULED PARTITION DUCT OR PIPE WITH INSULATION AS SPECIFIED »»))) ((««; GENERAL NOTES: FOR BLOCKWORK / CONCRETE WALLS, MORTAR TO SLEEVE AT FULL DEPTH OF PARTITION 1/4" GAP SEALED WITH ACOUSTICAL CAULK STEEL SLEEVE 1. DUCT AND PIPE SUPPORTS TO BE SPACED SUFFICIENTLY FROM PARTITION LINE TO ALLOW ACCESS FOR INSTALLATION AND SEALING. 2. IN BLOCKWORK PARTITIONS, THICKNESS OF STEEL SLEEVE TO BE SUFFICIENT TO SUPPORT MORTAR ABOVE. MINIMUM THICKNESS 1/16 INCH. LESS THAN 3" DUCT & PIPE PENETRATION FOR SOUND -ISOLATING WALLS PREMANUFACTURED CURB WITH EXHAUST FAN MANUF. RECOMMENDED OPENING SIZE O EXHAUST FAN ATTACH PER MANUFACTURERS RECOMENDATION DUTCWORK SIZE = DAMPER SIZE AS RECOMMENDED BY MANUFACTURER U.O.N. O L SOUND BOOT MIN LENGTH IN EACH DIMENSTION EQUAL TO DIAGONAL AT FACE OF DUCT 1" LINING UON F- w _ OPEN TOP. OPENING WIDTH EQUAL TO HEIGHT. ® SOUND BOOT 1" LINING UON F_ 0 w ACOUSTICAL FLEX DUCT LAY -IN DIFFUSER "PLASTER FRAME" FASTENED TO GYP. CELING \A '111— WIRE RESTRAINTS ATTACHED TO STRUCTURE ABOVE PER CODE 5 REMOVABLE AIR OUTLET AT GYP. CEILING VOLUME DAMPER WITHIN 5 FEET REMOVABLE AIR OUTLET FOR ACCESS TO VOLUME DAMPER GYP CEILING R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P 0 Salas O'Brien salasobrien.com 408-282-1500 SAN JOSE 305 SOUTH 11TH STREET SAN JOSE, CA 95122-2218 Project Number: 2402712 N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title HVAC DETAILS Drawing No. O-M4.O1 A SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 CLIENT LINEAR SLOT DIFFUSER DISTRIBUTION, TYP. OHVAC PLAN - CLASSROOM BUILDING 3/16" =1'-0" /ice. II 11 PROVIDE MIN. 10' OF 1" INTERNAL FIBROUS LINING DOWNSTREAM OF FCU DOOR SWITCH 1 IIINI IIMII PROVIDE MIN. 5' BOOT WITH 1" INTERNAL FIBROUS LINING UPSTREAM OF FCU 8"0 T+11'-5" B+10'-9" PROVIDE BOOT WITH 1' INTERNAL FIBROUS LINING UPSTREAM OF FCU, TYP. o-(1)� 111111111 I D D I 0 U SOUND BOOT 24"x12"x60" OD LINEAR SLOT RETURN, TYP. 6"0 T+11'-4" B+10'-10" 12"x12" OD 1" LN T+13'-6" B+12'-6" i ° //i/ //r. WRAP WITH 1" \ FIBERGLASS AND 1 PSF MASS LOAD INYL 20"x12" RETURN AIR TRANSFER SLEEVE\ LINEAR SLOT DIFFUSER DISTRIBUTION, TYP. LINEAR SLOT RETURN, TYP. WSG-56 1100 36x8 36x8 20"x12" RETURN AIR TRANSFER SLEEVE PROVIDE MIN. 5' OF 1" INTERNAL FIBROUS LINING DOWNSTREAM OF FCU 11100 WSG-56 VAV 1.4 — PROVIDE MIN. 5' OF 1" INTERNAL FIBROUS LINING DOWNSTREAM OF FCU 16"0 T+11'-8" B+10'-4" -ri�si_�..Il�llr LINEAR SLOT DIFFUSER DISTRIBUTION, TYP. L SOUND BOOT L SOUND BQOT 10"x10"x24" OD 10"x10"x24" OD 12x12 10"0 T+12'-10 1/2" B+12'-01 /2" 16"x16" OD 1" LN L SOUND BOOT 1 u"x10"x24" OD LINEAR SLOT RETURN, TYP. 20"x12" T+11'-7" B+10'-7" 24x24 195 10x6 I 24x24 16"0 T+11'-11" B+10'-7" 10"x8" T+11'-4" B+10'-8" y r %/- /// /// %// 24x24 /%✓/ i// / 8"0 T+11'-5" B+10'-9" DEGE40-24 16x8x240 DEGE40-24 16x8x240 14"x20" 20" x 12" WSG-14 L SOUND 12"x12"x3 24x24 L SOUND BOOT L SOUND BOOT 14"x16"x36" OD L SOUND BOOT 12"x10"x24" OD 1 12"x12"x24" OD o- YYYY) 15 PROVIDE MIN. 5' DUCT WITH 1" `" INTERNAL FIBROUS LINING UPSTREAM OF FAN L SOUND BOOT 12"x12"x36" OD II I'I II I I I''b1 I II I I I I I I 1 11 I I I I I I I I I I I III 22x22 445 24x24 CEP-6 24x24 120 L SOUND BOOT 10"x10"x36" OD DRYER EXHAUST, COORDINATE DUCT SIZE WITH MANUF. 22x22 24x24 PROVIDE BOOT WITH 1" / INTERNAL FIBROUS LINING II II UPSTREAM OF FCU 22x22 PROVIDE MIN. 5' OF 1" INTERNAL FIBROUS LINING DOWNSTREAM OF FCU WSG-27 540 16x8 16x8 WSG-27 WSG-27 24x24 /// ',J1I 8"0 T+11'-7" B+10'-11" CEP-4 145 80 24x24 CEP-4 200 80 24x24 L SOUND BOOT 14"x16"x30" OD WSG-27 500116x8I16x8 WRG-59 24x12 TYP OF 2 8"0 T+11'-7" B+10'-11" 24x12 17"x13 1/2' T+10'-6 1/2" B+9'-5 1/2" FD 196 17" x 131 /2" A L SOUND BOOT 12"x12"x30" OD 5ITcP 24"x12" T+10'-6" B+9'-6" DOOR SWITCH EVAPORATOR DISCHARGE DUCTED TO ELECTRICAL ROOM LOUVERED DOOR i ice/ 000o0(bc AbH)o��oo��oo II I 15 U 1.8 PROJECT NORTH 1.E 1D ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 0 Salas O'Brien salasobrien.com 408-282-1500 SAN JOSE 305 SOUTH 11TH STREET SAN JOSE, CA 95122-2218 Project Number: 2402712 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASA K I ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title LEVEL 1 HVAC FLOOR PLAN - CLASSROOM BUILDING Drawing No. 1 -M2.01 SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 CLIENT r 11 � 1 1 1 1 1_ 1 1 11 I I I 1 1 1 LI 1 I I I IIIII g IIIIIIIIII 0 I I 1 I I I I I I I I I I I � I 1 1 1 1_ 1 1 I I I I I I I I I I I I I I I I I g I I I I I I I I I I 0 1 1 1 1 1 I I I I I I I I I I 1.2 ROOF HVAC PLAN - CLASSROOM BUILDING 3/16" =1'-0" 1.4 [MIN=1=MIN=1=MIN=1=MI ■I■= 1=■I■EMI=■I■= 1=■1 15 �.7 El 8 f PROJECT NORTH 1. E 1D 1.B/ ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 0 Salas O'Brien salasobrien.com 408-282-1500 SAN JOSE 305 SOUTH 11TH STREET SAN JOSE, CA 95122-2218 Project Number: 2402712 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASA K I ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title ROOF HVAC PLAN - CLASSROOM BUILDING Drawing No. 1 -M2.02 SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 CLIENT C2 CEP-1 75 6 12x12 CEP-1 75 6 12x12 HVAC PLAN - SCBA BUILDING -0- UP TO EF-3.1 3/8" = 1'-0" HVAC ROOF PLAN - SCBA BUILDING 3/8" = 1'-0" ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 0 Salas O'Brien salasobrien.com 408-282-1500 SAN JOSE 305 SOUTH 11TH STREET SAN JOSE, CA 95122-2218 Project Number: 2402712 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASA K I ARCHITECTS 570 I0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title HVAC FLOOR PLAN - SCBA BUILDING Drawing No. 3-M2.O1 SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 11 11 10 7 6 5 4 3 2 CLIENT GENERAL 1. PROVIDE ELECTRICAL INSTALLATION IN ACCORDANCE W/ NATIONAL ELECTRICAL CODE, NATIONAL ELECTRICAL SAFETY CODE, LOCAL CODES, ORDINANCES, AND REQUIREMENTS OF UTILITY COMPANIES FURNISHING SERVICES TO INSTALLATION. 2. PROVIDE ITEMS NECESSARY TO COMPLETE ELECTRICAL SYSTEMS. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY SHOW EVERY CONDUIT, BOX, CONDUCTOR, OR SIMILAR ITEMS FOR A COMPLETE INSTALLATION. 3. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND DETERMINE CONDITIONS WHICH MAY AFFECT BID. ANY ITEMS NOT FULLY UNDERSTOOD SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO BIDDING. 4. "REF" INDICATIONS DENOTE WORK COVERED ELSEWHERE (ARCHITECTURAL, STRUCTURAL, OR MECHANICAL). 5. WHEREVER THE WORD "PROVIDE" IS USED, IT MEANS FURNISH AND INSTALL COMPLETE AND READY FOR USE. 6. PROVIDE CONDUCTORS AND RACEWAYS PER NATIONAL ELECTRICAL CODE. MATERIALS AND METHODS 7. PROVIDE RACEWAY AND WIRING AS NOTED, ROUTED CONCEALED WITHIN BUILDING STRUCTURE WHEREVER POSSIBLE (EXCEPTIONS INCLUDE GARAGE & BOH/UTILITY ROOMS). ANY EXPOSED WIRING IS TO BE SENT AS AN RFI FOR OWNER, ARCHITECT, & ENGINEER REVIEW. 8. WIRING: MINIMUM TO BE #12 AWG WIRE IN COMMON AREAS; #14 ALLOWED WITHIN DWELLING UNITS ONLY. NON-METALLIC CABLE (ROMEX) IS ALLOWED IN TYPE III OR V CONSTRUCTION ONLY, INSTALLED PER NEC. 9. WIRING: UNLESS OTHERWISE NOTED, UPSIZE BRANCH CIRCUITS AS NECESSARY TO LIMIT VOLTAGE DROP TO 2% MAXIMUM. 10. WIRING: POWER WIRING SHALL BE COPPER, THWN/THHN, INSULATED FOR 600V. ALUMINUM CONDUCTORS ARE PERMITTED FOR FEEDERS 100 AMPS OR LARGER. IF CHANGING TO GENERAL NOTES ALUMINUM, INCREASE WIRE AND CONDUIT SIZE TO EQUAL OR EXCEED DESIGNED COPPER RATING (INCLUDING GROUND). 11. DISCONNECTS: 11.1. PROVIDE DISCONNECTS (FUSED AND UNFUSED) AS SHOWN AND REQUIRED BY CODE FOR EQUIPMENT FURNISHED UNDER ELECTRICAL AND MECHANICAL SCOPES OF WORK. REFER TO COORDINATION MATRIX. 11.2. INDOOR DISCONNECTS: ALLOWED TO BE INSTALLED ABOVE A CEILING PER 404.8 EX:2. PROVIDE ACCESS PANEL MINIMUM 22" X 22" PER 110.26(A)(4). 12. SUPPORT: SUPPORT LIGHT FIXTURES FROM BUILDING STRUCTURE. DO NOT SUPPORT FIXTURES FROM SUSPENDED CEILING. 13. LABELS: ENCLOSURES FOR ELECTRICAL PANELS, TIME SWITCHES, DISCONNECTS, STARTERS, CONTACTORS, PULL BOXES, ETC. SHALL BE PERMANENTLY LABELED TO IDENTIFY THEIR DESIGNATION OR UNIT SERVED. PANEL SCHEDULES MUST BE TYPED. PROVIDE NEW LABELS FOR ANY EXISTING WORK REDONE. 14. PAINTING: ELECTRICAL ENCLOSURES SHALL BE PAINTED TO MATCH ADJACENT WALL. 15. COVERPLATES: PROVIDE AS FOLLOWS, SUBMIT SAMPLE OF EACH FOR APPROVAL: 15.1. COMMERCIAL KITCHENS: STAINLESS STEEL SWITCH PLATES, WITH BLACK DEVICES. 15.2. ALL OTHER AREAS: WHITE COLOR PLASTIC. 16. OUTLET BOXES SHALL NOT BE INSTALLED BACK TO BACK. NEUTRALS 17. AT CONTRACTORS DISCRETION, NEUTRALS MAY BE SHARED ON COMBINED HOMERUNS UNLESS THE CIRCUIT HAS A GFCI OR AFCI BREAKER, AN ISOLATED GROUND, OR IS FROM A PANEL WITH SPD (TVSS) PROTECTION. ANY NEUTRAL DOWNSTREAM FROM A DIMMER SHALL BE DEDICATED TO THE DIMMED LOAD. LIGHTING 18. PROVIDE LIGHT FIXTURES W/ PROPER FITTING FLANGES, MOUNTING SUPPORTS, AND ACCESSORY ITEMS UL LISTED FOR CONDITIONS OF USE. 19. LOW VOLTAGE LIGHTING 19.1. PROVIDE LOW VOLTAGE TRANSFORMERS IN NEARBY ACCESSIBLE CEILING SPACE. 19.2. PROVIDE LOW VOLTAGE CONDUCTORS SIZED PER MANUFACTURER'S GUIDELINES TO MINIMIZE VOLTAGE DROP. LIGHTING CONTROL 20. THE MAXIMUM LIGHTING POWER THAT MAY BE CONTROLLED FROM A SINGLE SWITCH OR AUTOMATIC CONTROL SHALL NOT EXCEED THAT WHICH IS PROVIDED BY A TWENTY AMPERE CIRCUIT LOADED TO EIGHTY PERCENT. A MASTER CONTROL MAY BE INSTALLED, PROVIDED THE INDIVIDUAL SWITCHES RETAIN THEIR CAPABILITY TO FUNCTION INDEPENDENTLY. 21. EXIT SIGNS, BATTERY BALLASTS, & EMERGENCY FIXTURES SHALL BE CONNECTED TO AN UNSWITCHED LEG OF THE DESIGNATED CIRCUIT. 22. ALL LIGHTING SWITCHES SHALL BE MOUNTED WITH TOP OF SWITCH AT 48" AFF, OR 44" AFF IF OVER OBSTRUCTION. MISCELLANEOUS 23. PROVIDE STANDARD OUTLETS AND SWITCHES THROUGHOUT. 24. PROVIDE ALL NECESSARY FIRE CAULKING & FIRE STOPPING FOR ALL ELECTRICAL EQUIPMENT. 25. TAMPER RESISTANT RECEPTACLES ARE REQUIRED FOR ALL 15A AND 20A 120V RECEPTACLES LOCATED IN DWELLING UNITS. ( ## ) LIGHT FIXTURE CALLOUT 1-0 ® ILLUMINATED EXIT SIGN, ARROWS AS INDICATED $3 $4 $T sa $OS OS e eGS O GFCI LEGEND Eci SINGLE POLE, SINGLE THROW LIGHT SWITCH, 20A (WP = WEATHERPROOF COVER) THREE-WAY LIGHT SWITCH, 20A FOUR-WAY LIGHT SWITCH, 20A TIMER SWITCH DIMMER SWITCH SWITCH, SINGLE POLE; WITH SWITCHING SUBSCRIPT 'a' OCCUPANCY SENSOR, WALL MOUNTED OCCUPANCY SENSOR, CEILING MOUNTED SINGLE RECEPTACLE, GROUNDED GAS STOVE SIMPLEX RECEPTACLE DUPLEX RECEPTACLE DUPLEX RECEPTACLE, 1/2 HOT DUPLEX RECEPTACLE WITH GROUND FAULT INTERRUPTION (GFCI) DUPLEX RECEPTACLE WITH GROUND FAULT INTERRUPTION (GFCI) LOCATED ABOVE COUNTER QUAD RECEPTACLE, GROUNDED 1 4 O PC WP GFCI TELEVISION CABLE OUTLET TELEPHONE OUTLET, MOUNTED AT 18" UNLESS OTHERWISE INDICATED DATA OUTLET, MOUNTED AT 18" UNLESS OTHERWISE INDICATED TELEPHONE & DATA OUTLET IN DUPLEX BOX SINGLE GANG JBOX WITH 1 DATA AND 1 TV OUTLET PANELBOARD THERMOSTAT MOTOR CONNECTION SPECIAL PURPOSE RECEPTACLE AS NOTED PHOTOELECTRIC SMOKE ALARM (120V IN APARTMENT UNITS, POWERED BY FIRE ALARM SYSTEM ELSEWHERE) COMBINATION SMOKE & CARBON MONOXIDE ALARM (120V IN APARTMENT UNITS, POWERED BY FIRE ALARM SYSTEM ELSEWHERE) THERMOSTAT PHOTOCELL DUPLEX RECEPTACLE, GFCI WITH WEATHERPROOF COVER EXTRA DUTY AND WEATHER RESISTANT RECEPTACLE FLOOR OUTLET BOX WITH DUPLEX RECEPTACLE qRViCts, Cr: II OF N ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 CODES ABBREVIATIONS CODES: • CALIFORNIA ELECTRIC CODE 2022 • CALIFORNIA BUILDING CODE 2022 • CALIFORNIA FIRE CODE 2022 • NATIONAL ELECTRIC CODE 2020 • CALIFORNIA TITLE-24 ENERGY CODE 2022 A AC AFF AL AMP AWG CEC CKT CO CLG CT Cu DISP DN DW EXIST EF ELEC EMT ENT EQUIP FLR GEC GFCI GND GRS H HP HPWH AMPERE ALTERNATING CURRENT, ABOVE COUNTER ABOVE FINISHED FLOOR ALUMINUM AMPERE AMERICAN WIRE GAUGE CALIFORNIA ELECTRICAL CODE CIRCUIT CARBON MONOXIDE CEILING CURRENT TRANSFORMER COPPER GARBAGE DISPOSAL DOWN DISHWASHER EXISTING EXHAUST FAN ELECTRICAL ELECTRICAL METALLIC TUBING ELECTRICAL NON-METALLIC TUBING EQUIPMENT FLOOR GROUNDING ELECTRODE CONDUCTOR GROUND FAULT CIRCUIT INTERRUPTER GROUND GALVANIZED RIGID STEEL HOOD HORSEPOWER HEAT PUMP WATER HEATERS KW LTG MIN MPOE N NEC N TS OS PC PVC PWR RECEPT ROMEX SD TYP UG V VS W WP W/ KILOWATT LIGHTING MINIMUM MAIN POINT OF ENTRY NEUTRAL NATIONAL ELECTRICAL CODE (NFPA-70) NOT TO SCALE OCCUPANCY SENSOR PHOTOCELL POLYVINYL CHLORIDE POWER RECEPTACLE ELECTRICAL NM CABLE SMOKE DETECTOR TYPICAL UNDERGROUND VOLTS VACANCY SENSOR WATTS WEATHERPROOF WITH DRAWING INDEX DWG DESCRIPTION INCLUDED IN SET SHEETS WITH REVISIONS � o CO CI E0.00 GENERAL NOTES, SHEET INDEX, LEGEND, ABBREV. • E0.01 LUMINAIRE SCHEDULE • E0.02 ONELINE DIAGRAM • E1.10 SITE LIGHTING PLAN • E1.11 SITE PHOTOMETRIC CALCULATIONS • E1.12 SITE POWER PLAN • 1-E2.10 CLASSROOM LIGHTING • 1-E2.11 CLASSROOM POWER • 2-E2.10 TRAINING TOWER - LIGHTING/POWER • 3-E2.10 SCBA - LIGHTING/POWER • EDWARD W. SCOTT ELECTRIC CO., INC. 21705 Highway 29 Lynnwood, WA 98036 ilill425-741-1200 tel / 1201 fax 111 EMERALD CITY ENGINEERS, INC NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. 0 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor Construction C Drawing Title GENERAL NOTES, SHEET INDEX, LEGEND Drawing No. EO.00 A SKA Project Number: 24702 21 20 COPYRIGHT 2024, EMERALD CITY ENGINEERS, INC. AFRENCH J:\2408-004 ALAMEDA TRAINING CENTER\DWG\O-E0-00 COVER.DWG 09-30-2024 10:31 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 LUMINAIRE SCH'E'DULE TAG DESCRIPTION LAMP CCT MANUFACTURER MODEL POWER SUPPLY VOLTAGE LOAD MOUNTING CONTROL REQ TYPE LUMENS CRI DRIVER DIMMING TYPE TYPE HEIGHT El MEDIUM AREA FIXTURE HEAD ON 15-FOOT POLE. PROVIDE WITH TYPE 3 DISTRIBUTION AND FIXTURE -DIMMING INTEGRAL MOTION SENSORS. LED 23,602 B3- UD-G4 70 3NOK SIGNIFY GARDCO N P26-80L-90 -W - 2--3-277-LLC-IMRI -F I N I H INTEGRAL 0-10V 277 V 19_0 W POLE 15-FOOT POLE INTEGRAL MOTION DIMMING, TIMECLOCK ON?OFF El A SIIVI I LAR TO FIXTURE El, BUT PROVIDE WITH TYPE 5-WIDE DISTRIBUTION LED 25.282 B5-LIO-G4 70 30d]0K SIGNIFY GAR DCO P26-80L-900-WW-G2-AR-5W-2 -LLC-I MR I3-FINISH INTEGRAL 0-10V 277 V 219.0 W POLE 15-FOOT PC LE INTEGRAL MOTION DIMMING, TIMECLOCK ON"OFF El H SIMILAR TO FIXTURE E1, BUT PROVIDE WITH HOUSE -SIDE SHIELD FOR BACKLIGHT CONTROL LED 23,602 BO-U0-G4 70 3DOOK SIGNIFY GARDCO P-80L-9OD-WW-G2-AR-3- 77-LLC-I IRI3-FINISH INTEGRAL 0-10V 277 V 219_0 W POLE 15-FOOT POLE INTEGRAL MOTION DIMMING, TIMECLOCK ON/OFF E3 7. 5-INCH DIAMETER ILLUMINATED BOLLARD LIGHT ON 32-INCH TALL BOLLARD WITH OPTIONAL 1 N - EG RA L MOTION SENSOR LED 1,286 8 3000K BEGA 99 862-FINISH (LIGHT) + 99 622-FINISH ( BOLLARD) + 79 818 (ANCHORAGE) OPTIONAL: 99 658 (BOLLARD WITH INTEGRAL MOTION SENSOR) INTEGRAL 0-10V 277 V 19.8 W GRADE TIMECLOCK ON/OFF OPTIONAL INTEGRAL MOTION SENSOR E4 12-INCH WIDE X 4-INCH TALL X 4-INCH DEEP WALL SCONCE WITH ASYMMETRIC DISTRIBUTION LED 1,077 3000K BEGA { 24 374-K3-FINISH INTEGRAL 0-10V 277 V 15.0 W WALL TIMECLOCK ON?OFF, MANUAL DIMMING E5 T6 INCH TALL X 4-INCH DIAMETER POLE -MOUNTED FLOOD LIGHT LED 678 80 3000K BEGA 77 99-K3-FINISH + 19 580 REMOTE DRIVER + 71 04POLE COUPLER REMOTE 0-10V 277 V 9.0 W WALL Tl M ECLCCK ON 1 OFF ! DIMMING E6 1 5-INCH WIDE X 6-INCH TALL X 1 5-INOH DEEP WALL SCONCE WITH TYPE 4 DISTRIBUTION LED 5, 744 80 30J0K SIGNIFY GARDCO PWS-48L-300-WW-G2-4-277-LLC-IMRI2-FINISH INTEGRAL 0-10V 277 V 47_0 W WALL INTEGRAL MOTION DIMMING, TIMECLOCK ON/OFF E7 LINEAR 3.25-INCH WIDE X 5-INCH TALL X 45. 75-INCH LONG IP65 RATED SEALED STRIP, LED 4,000 80 3000K SIGNIFY DAY-BRITE FSX-4-40L-830-UNV-DIM-IP65 INTEGRAL 0-10V 277 V 32.0 W WALL T1 M ECLOCK ON/OFF E8 LINEAR 3.25-INCH WIDE X 5-INCH TALL X 45. 75- I NCH LONG IP65 RATED SEALED STRIP LED 961 80 3000K BEGA 24 409-I 3-FINISH + 19 538 [WIRING BOX INTEGRAL 0-10V V7 V 12.0 W SURFACE TIMECLOCK ON f OFF I DIMMING E9 4.5-IN H DIAMETER, ASYMMETRIC WALL SCONCE TO BE MOUNTED TO SHADE VERTICAL SUPPORT COLUMNS. ARCHITECT TO SELECT FIXTURE FINISH. LED ' ,216 80 3000K BEGA 24 502-10-FINISH INTEGRAL 0-10V 277 V 17,0 W WALL Tl M ECLOCK ON I OFF / DIMMING PO SMALL PROFILE LED TRACK -MOUNTED STATIC DOWNLIGHT WITH 35 DEGREE DISTRIBUTION AND HEX LOUVERS. REQUEST CUSTOM 3000K LEDS LED 500 82 3Dr00K TEGAN E S-K-RDTC-DL-35-BLK-[MOD 3000K] + EX5-HCL-BLK REMOTE 0-10V 277 V 6.5 W SURFACE El DT SMALL PROFILE EXTERIOR RATED CABLE TRACK SYSTEM IN RIGID CHANNEL, TO BE MOUNTED BETWEEN WOOD SLATS IN EXTERIOR CANOPY. PROVIDE WITH FLOATING POWER FEED IN IP65 J-BOX, MOUNTED INSIDE BBO CASEWORK OR TO SIDE OF OUTDOOR BBO STRUCTURE LED NA NA NA TEGAN E -C-BLK (CABLE) + EX-RDTC-BCC-BLK (CHANNEL) + E -RDTC-2EC+S LT-BLK (END CAPS) + D-DM-150W-120 "277V-IP66-L RPSE-GY (POWER SUPPLY FOR UP TO 17 FIXTURES) REMOTE 0-10V 277 V 0.0 W SURFACE Ell IN -GRADE ART UPLIGHT. 11-114" DIAMETER. FIXTURE TO BE 11-6" FROM FACE OF ARTWORK TO CL OF FIXTURE. ARCHITECT TO SELECT FINISH. LED 2,330 80 3000K BEGA 84618+K3 INTEGRAL 0-10V 277 V 29.2 W RECESSED IN -GROUND I T1 M ECLOCK ON I OFF f DIMMING F1 4-INCH DIAMETER, RECESSED DOWNLI C HT WITH LOW -GLARE REFLECTOR AND MEDIUM DISTRI BUTT GN LED 2,113 0 3600K ELITE MAXILUME H L4-LED-2000E-D I M10- (VOLT-M D-35K-90-H L44501-W-WH INTEGRAL 0-10V 277 V 27.0 W RECESSED F 1 A SIMILAR TO F 1, BUT PROVIDE WITH WIDE DISTRIBUTION AND CLEAR REFLECTOR FINISH LED 2 113 90 3500K ELITE MAXILUME H L4-LED-2000L-D I M10-MVOLT-M D-35K-90-H L444501-W-WH INTEGRAL 0-10V 277 V 27.0 W RECESSED F2 4-INCH WIDE X 4-FOOT RECESSED LINEAR. LOUVER IS RECOMMENDED, TO BE APPROVED BY LED 4,000 85 3500K ELITE ORACLE OLS- R-LED-4-TB-XXX-S-4 FT -LUMENS -LENS -FINISH -DIM 10-MV INTEGRAL 0-10V 277 V 32.8 W RECESSED F4 4-INCH WIDE (4- FOOT LINEAR L IRECTI I NDIRECT WALL SCONCE. PROVIDE WITH WALL WASH DISTRIBUTION LED 2,000 UP, 4,000 DN $ 3500K ELITE ORACLE OLS-WDI-LED-4-5-81-D10011-VW-U500 L-W4+V-DIM 10- I' OLT-35 IK-85-WH INTEGRAL 0-10V 277 V 50.8 W WALL 71-0- AFF TO BOF 2,000 DN + K-85-WH BOF F5 51-INCH WIDE X 4-INCH TALL LED VANITY SCONCE WITH ESPRESSO METAL DETAIL AND JUTE SHADE. ARCHITECT TO APPROVE FIXTURE FINISH _ LED 4,000 9 3500K A APVS 10S40LAJ D2ES-JT INTEGRAL 0-10V 277 V 49.0 W WALL 6'-6' AFF TO BOF F5A SIMILAR TO F5, BUT PROVIDE AS A 27-INCH FIXTURE LED 2.000 3500K AFX APV510540LA J D2ES-JT INTEGRAL 0-10V 277 V 26,0 W WALL <varies> F7 4-FOOT STRIP FIXTURE. PROVIDE WITH CHAIN MOUNT AS REQUIRED LED 5,272 85 3500K ELITE ORACLE 4-0EC-LED-S000 L-DIM 10-MVOLT-351K-85 + SUSPENSION KIT (AS REQUIRED) INTEGRAL 0-10V 277 V 39.0 W PENDANT F7A F T TRIP FIXTURE_ PR V I DE WITH CHAIN MOUNT REQUIRED R E D � 00 SO O OU AS CCU LED 8, 2423500K ELITE ORACLE - E -LE L-DIM 1 M LT- + SUSPENSION KIT 8 0 C 00 0- O �5 �5 (AS REQUIRED INTEGRAL -1 V 0 0 277 V 1 _ W 6 0 PENDANT FB 4-INCH WIDE X 8-FOOT L I NEAR DIf ECT1I NDIRECT PENDANT_ PROVIDE WITH BAM I N C 1. PLI G HT DISTRIBUTION LED 4,000 UP, 6,000 DN 85 3500K ELITE ORACLE OLS-D I -LE D-4--B'-D750L-U500L- BV -1 C-DIM 1 S- M1 OLT-35K-85- I WH INTEGRAL 0-10V 277 V 88.0 W RECESSED F9 5-INCH DIAMETER, SUSPENDED CYLINDER LED 4,649 3500K ELITE MAXILUME SC H6-L E D-4000L-D I M10-1VIVOLT-WD-35K-90+-FINISH-PM48--H H6-6511-CL-WH INTEGRAL 0-10V 277 V 46.0 W RECESSED F9A SIMILAR TO F9, BUT PROVIDE AS A SURFACE MOUNT, WITH LOWER OUTPUT LED 3,374 3500K ELITE MAXILUME SCH -LED- 00L-DIM 10-MVOLT-WD-35K-90+-FINISH-CM-HH6- 6501CL-WH INTEGRAL 0-10V 277 V 6_0 W RECESSED F9B SIMILAR TO F9, BUT PROVIDE WITH SHORT SUSPENDED MOUNT TO ACCOMMODATE SLOPED CEILING, AND WITH REDUCED LIGHT OUTPUT LED 2,252 9 3500K ELITE MAXILUME SC H6-LED-20 0L-DIM 10- MVOLT-WD-35K-90+-FINISH-SM-1 IT-5 U SPEN DED-HH6 501-CL-WH INTEGRAL I 0-10V 277 V 28.0 W RECESSED F10 4-INCH Sum -PROFILE UNDERCA.BINET FIXTURE LED 2,435 8i 3500K H.E. WILLIAMS 1 SF-4-L24'835-DMA-DIM-UNV INTEGRAL 0-10V 277 V 20_8 W SURFACE . FX1 UNIVERSAL MOUNT, LED EXIT SIGN WITH GREEN LETTERING, UNIVERSAL FACE AND CHEVRONS. CONTRACTOR TO SET FOR SINGLE FACE AND CHEVRONS AS SHOWN ON DRAWINGS. GREEN LED NA NA NA EVENLITE TLX-AC-GU-W INTEGRAL NA 277 V 2.0 W PENDANT FX2 SIMILAR TO F 1. BUT CONTRACTOR TO SET FOR DOUBLE SIDED. GREEN LED NA NA NA EVENLITE TLX-AC-GU-W INTEGRAL INA 277 V 2.0 W PENDANT FXW SIMILAR TO F1, BUT CONTRACTOR TO PREPARE FOR BACK WALL MOUNT. GREEN LED NA NFL NA EVENLITE TLX-AC-GU-W INTEGRAL INA 277 V 2.0 W WALL FXWO SIMILAR TO F W, BUT WET LISTED FOR OUTDOOR USE. GREEN LED NA NA NA EVENLITE TWL-A G-1 U-FINISH INTEGRAL INA 277 V 2.0 W WALL EXISTING SCHEDULE UPDATED SCHEDULE - IN PROGRESS LUMINAIRE SCHEDULE CALLOUT SYMBOL DESCRIPTION LAMP BALLAST MOUNTING MODEL INPUT WATTS VOLTS NOTES OTHER NOTES El 15FT SITE LIGHTING POLE, TYPE III DIST, FULL CUTOFF, WITH INTEGRAL MOTION (1) 74W LED DIMMING CONCRETE BASE GARDCO P26 48L 600 WW G2 AR 3 277 LLC IMRI3 FINISH 74 277V 1P 2W SITE, WITH INTEGRAL MOTION SENSOR TO DIM TO 50% I E1 A IEDM 15FT SITE LIGHTING POLE, TYPE V DIST, FULL CUTOFF, WITH INTEGRAL MOTION (1) 90W LED DIMMING CONCRETE BASE GARDCO P26 48L 600 WW G2 AR 5 277 LLC IMRI3 FINISH 90 277V 1P 2W SITE, WITH INTEGRAL MOTION SENSOR TO DIM TO 50% E1H IEDM 15FT SITE LIGHTING POLE, TYPE III DIST, FULL CUTOFF, WITH INTEGRAL MOTION (1) 74W LED DIMMING CONCRETE BASE GARDCO P26 48L 600 WW G2 AR 3 277 LLC IMRI3 FINISH IHS 74 277V 1P 2W SITE, WITH INTEGRAL MOTION SENSOR TO DIM TO 50% E3 ® EXTERIOR FULL CUTOFF BOLLARD, 32" TALL (1) 19.8W LED ELECTRONIC CONCRETE BASE BEGA 99 862 FINISH (LIGHT) + 99622 FINISH (BOLLARD) + 79 818 (ANCHORAGE) [DOES NOT REQUIRE MOTION SENSOR DIMMING] 19.8 120V 1P 2W SITE E4 , EXTERIOR FULL CUTOFF WALL SCONCE, 12" X 4" 4", LED (1) 15W LED ELECTRONIC WALL BEGA 24 374-K3 FINISH 15 120V 1P 2W EXTERIOR WALL E5 • EXTERIOR POLE MOUNTED FLOOD LIGHT (1) 9W LED ELECTRONIC WALL BEGA 77 699 K3 FINISH + 19 580 REMOTE DRIVER + 71 042 POLE COUPLER 9 120V 1P 2W EXTERIOR E6 1-0 EXTERIOR FULL CUTOFF WALL SCONCE, 15"W 6" 15"DEEP, TYPE IV DIST (1) 47W LED DIMMING WALL SIGNIFY GARDCO PWS 48L 300 WW G2 4 277 LLC IMRI2 FINISH 47 120V 1P 2W EXTERIOR WALL, WITH INTERGRAL MOTION SENSOR E7 • EXTERIOR LINEAR 3.25" X 5"TALL X 45.75"LONG IP65 RATED SEALED STRIP (1) 32W LED ELECTRONIC WALL DAY-BRITE FSX 4 40L 830 UNV DIM IP65 32 120V 1P 2W WALL E8 • (1) ELECTRONIC CEILING 64 120V 1P 2W E9 EXTERIOR 4.5" WALL SCONCE, FULL CUTOFF (1) 17W LED ELECTRONIC WALL BEGA LIGHTING 24 502 K3 FINISH 17 120V 1P 2W MOUNTED TO SHADE STRUCTURE ON THE VERTICAL SUPPORTS El EXTERIOR HANGING FIXTURE, LED (1) 6.5W LED ELECTRONIC MOUNTED TO E1 OT TEGAN EX5 K RDTC DL 35 BLK [MOD 3000K] + EX5 HCL BLK 6.5 120V 1P 2W EXTERIOR E1OT EXTERIOR RATED CABLE TRACK SYSTEM IN RIGID CHANNEL (1) ELECTRONIC CEILING TEGAN EX C BLK (CABLE) + EX RDTC BCC BLK (CHANNEL) + EX RDTC 2EC + SLT BLK (END CAPS) + D DM 150W 120/277V IP66 LRPSE GY (POWER SUPPLY FOR UP TO 17 FIXTURES) 64 120V 1P 2W EXTERIOR, MOUNTED BETWEEN WOOD SLATS IN CANOPY. PROVIDE FLOATING POWER FEED IN IP65 JBOX, MOUNTED INSIDE BBQ CAESWORK OR TO SIDE OUTDOOR BBQ STRUCTURE o El1 CN IN -GRADE EXTERIOR ART UPLIGHT (1) 29.2W LED ELECTRONIC IN GROUND BEGA 84618 K3 29.2 120V 1P 2W UPLIGHT F1 A ® (1) ELECTRONIC CEILING 64 120V 1P 2W F5A WALL VANITY (1) ELECTRONIC CEILING 64 120V 1P 2W 4 CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 EDWARD W. SCOTT ELECTRIC CO., INC. 241-1 Highway 99 Lynnwood, WA/ 8036 1201 ll 425-741-1200fe1/1201fax `p EMERALD CITY ENGINEERS, INC E19421 EXP. 3-31-25 CTRO \0F CAS% NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASA K I ARCHITECTS 570 I0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Drawing Title LUMINAIRE SCHEDULE Drawing No. E0.01 SKA Project Number: 24702 21 20 COPYRIGHT 2024, EMERALD CITY ENGINEERS, INC. AFRENCH J \2408-004 ALAMEDA TRAINING CENTER\DWG\0-E0-01 LUM SCHED.DWG 09-30-2024 10:30 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 PG&E XFMR PAD —MOUNTED TRAINING TOWER TLA 125A MCB (100/3 SCBA COMPRESSOR ftie 45 KVA XFMR 480Y/277V 3P 4W 208Y/120V 3P 4W #__ CU TO GEC MSB 480Y/277V 3P4W 600A BUS 65,000 AIC NEMA 3R ENCLOSURE TH A 100A MCB (HOUSE) (100/3 1LRB 1LRA 225A 225A MLO MCB PLUG) PLUG) (200/3 J LEV 200A MCB 75 KVA XFMR 480Y/277V 3P 4W 208Y/120V 3P 4W (EV) (200/3 111 75 KVA XFMR 480Y/277V 3P 4W 208Y/120V 3P 4W #__ CU TO GEC 3E\ #__ CU TO GEC HMR 100A MLO (ROQF) (MECH) 1HLA 70A MLO (LTG) SOLAR PV w 1 r) O 0 N) 0 0 1HDA 225A 480/277V 3P4W EHL 30A MLO (EM LTG) ATS2 EMERGENCY 70A 4P 15 KVA XFMR 480Y/277V 3P 4W 208Y/120V 3P 4W #__ CU TO GEC ELP 50A MCB (OP STBY) (50/3 ATS1 OPTIONAL STANDBY 70A 4P M TS 70A 4P n 600/3 QUANTITY PER GREEN BOOK 30KW DIESEL GENERATOR WITH BELLY TANK 480Y/277V 3P4W 40/3 TO PORTABLE GEN 50/3 r #3/0 CU TO GEC DISAGGREGATION OF LOADS FLAG NOTES: 2022 TITLE 24 — SECTION 130.5(b): FOR SERVICES IN WHICH THE TOTAL HOUSE LOAD IS GREATER THAN 50KVA, ELECTRIC LOADS MUST BE DESIGNATED AND DISAGGREGATED BY LOAD TYPE, SUCH THAT EACH LOAD TYPE MAY BE SEPARATELY METERED. DISAGGREGATED METER INSTALLATION NOT REQUIRED. ELECTRIC LOADS ARE TO BE SEPARATED AS WRITTEN BELOW: LIGHTING (INCLUDING EGRESS AND EXTERIOR LIGHTING): — AGGREGATE METERING. — IF HOUSE SERVICE IS GREATER THAN 250KVA, DISAGGREGATE BY FLOOR, TYPE, OR AREA 2. HVAC SYSTEMS AND COMPONENTS (INCLUDING CHILLERS, FANS, HEATERS, FURNACES, PACKAGE UNITS, COOLING TOWERS, AND CIRCULATION PUMPS ASSOCIATED WITH HVAC): — AGGREGATE METERING — SEPARATE METERING CAPABILITY FOR EACH INDIVIDUAL HVAC LOAD EXCEEDING 50KVA. 3. DOMESTIC AND SERVICE WATER SYSTEM PUMPS AND RELATED SYSTEMS AND COMPONENTS: — AGGREGATE METERING 4. PLUG LOAD (INCLUDING ALL APPLIANCES RATED LESS THAN 25KVA): — AGGREGATE METERING — IF HOUSE SERVICE IS GREATER THAN 250KVA, DISAGGREGATE BY FLOOR, TYPE, OR AREA — SEPARATE METERING CAPABILITY FOR EACH GROUP OF PLUG LOADS THAT EXCEEDS 25kVA CONNECTED LOAD IN AN AREA LESS THAN 5000SF. 5. ELEVATORS, ESCALATORS, MOVING WALKS, AND TRANSIT SYSTEMS: — AGGREGATE METERING 6. OTHER INDIVIDUAL NON—HVAC LOADS OR APPLIANCES RATED 25KVA OR GREATER (EACH). — AGGREGATE METERING 7. INDUSTRIAL OR COMMERCIAL LOAD CENTERS 25KVA OR GREATER (INCLUDING COMMERICAL KITCHENS): — AGGREGATE METERING 8. RENEWABLE POWER SOURCES: — EACH GROUP TO BE METERED SEPARATELY. 9. CHARGING STATIONS FOR ELECTRIC VEHICLES: — AGGREGATE METERING FOR EACH SEPARATE LOAD TYPE, UP TO 10% OF THE CONNECTED LOAD MAY BE OF ANY TYPE. !ELECTRICAL DESIGN IS BASED ON 20 HP ELEVATOR MOTORS AND ARE FOR PRICING PURPOSES ONLY. VERIFY EXACT ELEVATOR OVERCURRENT FEEDER SIZES WITH ELEVATOR VENDOR PRIOR TO PURCHASE OF DEVICES AND FEEDERS. PROVIDE ELEVATOR MODULE WHICH PROVIDES OVERCURRENT PROTECTION (THROUGH CLASS J FUSES), SHUNT TRIP CAPABILITIES, AUXILIARY CONTACT, AND SELECTIVE COORDINATION. BUSSMANN POWER SWITCH MODULE OR APPROVED EQUAL. 2 SPACE FOR CONNECTION OF SOLAR PHOTOVOLTAIC SYSTEM. PROVIDE CIRCUIT BREAKER FRAME SUITABLE FOR BACKFEED. LOCATE AT END OF PANEL BUS. CONFIRM SIZE WITH SOLAR PV VENDOR. TO GROUNDING ELECTRODE SYSTEM, SEE DETAIL 6/E6.04 4 LOCKABLE SOLAR DISCONNECT SWITCH, PROVIDED BY ELECTRICAL CONTRACTOR WITH CONDUIT ROUTED TO ROOF. 5 CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 SHEET NOTES: 1. PROVIDE PG&E SMART METER CONDUITS PER GREENBOOK REQUIREMENTS, REFER TO FLOOR PLANS FOR LOCATION. 2 2022 CALIFORNIA ENERGY CODE: VOLTAGE DROP FROM SERVICE POINT TO LOAD TO NOT EXCEED 5%. 3. HOUSE METER TO HAVE TEST— BYPASS. 5. EQUIPMENT MARKING SHALL BE PROVIDED FOR ALL ELECTRICAL EQUIPMENT PER CEC 110.21. 6. FURNISH AND INSTALL ARC —FLASH HAZARD MARKINGS FOR ALL EQUIPMENT PER 110.16. MARKINGS SHALL MEET THE REQUIREMENTS OF 110.21(B) AND SHALL BE CLEARLY VISIBLE TO QUALIFIED PERSONS BEFORE EXAMINATION, ADJUSTMENT, SERVICING, OR MAINTENANCE OF THE EQUIPMENT. 8. * THE INTERRUPTING RATING OF ALL NEW DOWNSTREAM LOADS SHALL BE VERIFIED WITH PG&E PRIOR TO PROCUREMENT AND INSTALLATION. IN ADDITION, THE AVAILABLE FAULT CURRENT INFORMATION (ONCE IT IS MADE AVAILABLE) SHALL ALSO BE PROVIDED TO SSF DESIGN REVIEW PRIOR TO INSTALLATION. * UPON RECEIPT OF THE AVAILABLE FAULT CURRENT INFORMATION, THE ELECTRICAL ENGINEER OF RECORD SHALL VERIFY THAT THE PROPOSED ELECTRICAL EQUIPMENT ARE ADEQUATELY BRACED TO WITHSTAND THE AVAILABLE FAULT CURRENT AT THE ELECTRICAL SERVICE. THE ELECTRICAL SYSTEM SHALL BE SUBJECT TO VERIFICATION AND FINAL ACCEPTANCE BY AHJ. 9. CONTRACTOR TO SUBMIT SWITCHGEAR PLANS TO UTILITY PRIOR TO ORDERING. 10. CIRCUIT BREAKERS 400A AND LARGER TO HAVE FIELD —ADJUSTABLE, SHORT —TIME AND CONTINUOUS —CURRENT SETTINGS. 13. CEC 2022: 110.16(B): SERVICE EQUIPMENT TO HAVE A PERMANENT LABEL (FIELD OR FACTORY) WITH THE FOLLOWING INFORMATION: • NOMINAL VOLTAGE • AVAILABLE FAULT CURRENT AT THE SERVICE OCPD • THE CLEARING TIME OF SERVICE OCPD BASED ON THE AVAILABLE CURRENT. • THE DATE THE LABEL WAS APPLIED. EDWARD W. SCOTT ELECTRIC CO., INC. 21705 Highway 29 Lynnwood, WA 98036 ilill425-741-1200 tel / 1201 fax 111 EMERALD CITY ENGINEERS, INC NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. 0 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I9th Street, Suite 201 Oakland, CA 94607 Contractor OVERAI&t Construction Drawing Title ONELINE DIAGRAM Drawing No. E0.02 SKA Project Number: 24702 21 20 COPYRIGHT 2024, EMERALD CITY ENGINEERS, INC. AFRENCH J: \2408-004 ALAMEDA TRAINING CENTER\DWG\0-E0-02 ONELINE.DWG 09-30-2024 10:30 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 4 d • d 4 d 4 • 4' 6- 4 • 4 4 4 4 4 4d -4 4 d 4 d 6 2< �10T) <E10 )x12-' 14 4' 4- 44' ' 4 d 4 • 4-- • u 4 111 iiiill d a 13 , 4 ' d :4 , ,d -4 -4 d 4 4' 4 4 d 4 4 -4 - 4 <d 4 _ > d • 4 ' 4 - - '4 12 d 4 4 d d- 4 4 - 11 d 4 d, 4 ' d 4 - 4 Q 4 _ - 4 GQ - 44 - d 4 4 - EAN AIR/ CLEA AIR/ CLEAN AIR/ 10 - rr/ 1.r i I ,/Lr, T4 '!'12,14 t%^I t'r (,'<;Ir',1,r/-)'r/7I4, Ir ' ,t,/ j4 iAy-Ar-r • —d '4 n c - i MODIFIED LOCATION TO MEET 1.OFC 4 d _44 4 4 4 d 4 4 d 4 •d d 4 _5 4 d _ - 4 a` d -4 4 9 4 d • ®4 PG&E XFMR a, -d 4 4 4 d 8 4 4 7 GLEASON DRIVE SITE LIGHTING 4 d d4 a ,\4 4, 4 4- 4 - 4 d 4 d 42 4 4 d 6 SCALE: 1" = 20' 5 4 (E) FIRE STATION CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 EDWARD W. SCOTT ELECTRIC CO., INC. 21705 Highway 29 Lynnwood, WA 98036 gill425-741-1200 tel / 1201 fax EMERALD CITY ENGINEERS, INC NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number Project DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Drawing Title SITE LIGHTING PLAN Drawing No. E1.10 21 20 COPYRIGHT 2024, EMERALD CITY ENGINEERS, INC. AFRENCH J:\2408-004 ALAMEDA TRAINING CENTER\DWG\0-E1-10 SITE LTG.DWG 09-30-2024 10:30 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 SKA Project Number: 24702 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 i 14 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.1 0 0.1 • 2_ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 13 12 11 10 9 8 0.1 0.2 0.4 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.4 0.2 0.-7 1.3 • 0.9, ,1.7 0.4 0.1 0.1 0.0 • 2.2° - 1p2 0.4; - - . =�. '40 1 ' e 0:1 < Q.2 U .-0.1iM.1 .17-440.1 d 0.14, '0:1 d 0.0 0.0 0.1 0.1 O. 1.0 0.6 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 1.4 0.9 0.3 0.4 0.5 0.5 0.4 0.2 0.2 0.2 0.3 ° 2.0 1.0 0.7 1.0 1.2 1.2 1.0 0.7 0.4 0.4 0.4 2.4 1.2 1.1 1.8 2.5 2.5 1.8 1.0 0.9 0.8 0.8 0 2.6 1.2 1 9 1.6 1.4 Fa \ \ 3 ICE 3 4 2.5 1.9 6 8 3.2 2.2 5 3 2.9 2.1 7:3 7.6 8.8 7.8 7.5 5.0 3.4 2 'a 4:3 - 5.0 4 3:3 2.5 2.8 _ 2. 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SCOTT ELECTRIC CO., INC. 21705 Highway 29 Lynnwood, WA 98036 111111 425-741-1200 tel / 1201 fax EMERALD CITY ENGINEERS, INC NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE 10/02/2024 ISSUE DESCRIPTION 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Drawing Title SITE PHOTOMETRIC CALCULATIONS Drawing No. 21 20 COPYRIGHT 2024, EMERALD CITY ENGINEERS, INC. AFRENCH J:\2408-004 ALAMEDA TRAINING CENTER\DW0\0-E1-11 SITE PH0T0METRICS.DWG 09-30-2024 10:30 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 SKA Project Number: 24702 E1.11 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 4 d • 4 d 4 • 4' 4 • G - 4 4 as -4 4 4 d 4 6 44 4 4- 4'- • u 4 1� uuIU 1■■I■■■\■■■■■ I - 4- d d p ' L 4 , 4 ' d 4 o/d ,4 -4 44 d' • 4 . , _ 4 d ° - d 4 -4- N 4 a- 4 <d 4 4 POLE MOUNTED 4 d d' o_ o 4 -4 4' d d ,4 d `4 4 a7, ' 4 d 1 ° - `d 4 4 :d '4 n 4,4 '4d P GFCI lak\m MAW& Maw_ 114 O ¢ POLE MOUNTED RECEPT (TYP) 4 -, GFCI 4 • ■■ ■ EM ■■■■■■■■■■■■■■I EMMMMMMMMMEMMII■■■■■■ MMIMMIIMMMMII■■■■■■■t■■INMMMMMMMMM■1 d' 4 ' 4 4' d 4 9 4 4 4 4 - '4 -4 4' 4- d 1 ' a d _ a _ 4,4 4 444 4 d d` 4 .4 IuIIII■Im■■■■NE■■■■■■■■•■■■©IIIIn■■■■■■■■■■N■■■■■■■■mos■■■■■■■■r■■■■■ssmos■■■i Aarii-i,04 _ "Kit d, 'A d ad 4,4 ril d 4 4 9 EV C 0 RGING 8 4• 4 d 4 4 4` 4q d- 4 d ° 4 d _ d' 4 ° _,. 4 , 4-d' _ 4, 2 d CLEAN AIR/ • 4 u 6 a' POWER a, FMR 4 GLEASON DRIVE SITE PLAN SCALE: 1" = 20' 4 POLE MOUNTED a 4 4, d • 4 d _' - d 144 1 4 d, _ 4° , 4- d 4 50A 220V NEMA 3R PO AP PE UTL ATU OF 2 TA L FOR HAR di • s 4 4 d 4 4 4 4 d ' d4 ,\4 ' zr 4 MOTO GA1 POLE MOUNTED RECEPT (TYP) (E) FIRE STATION CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 EDWARD W. 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P1 �•- 1 EXWO 000—° 000000000000°—° 00000 0000000000000'—°� 000000000000000000°0777777740000000700 °°—° li E4 / F2 F2 ^00000000000000000000000000000000° °� o oo:: 0000::::0000::.00000::: o �000::.00000:::000° ,. ih,-i �_:�� - - _ , _ LRB � 000 od 000 0000000000000000 000::::oJ o00000000::::0000:::'0 00:::0� oo:::° 000000:0000 o°° - - - - - __ - - - _ . I� I 1 1 FAI I P 11� of o : Mo °°°°:: _ !r - - O O vv °°. °° °°°°°°°°°...°°°° vvvvvvvv �vav —gyp -- - � I�Ioo�� �41�l� i��11� —� 1 �— �� lionowF2 F2 ` 1 . _ _ f2CC' �� EXW F2 F2 - ' F9A EX1 RECEPTION AREA 1-100A ADD LED EDGE PERIMETER OR LIGHTING IN RE BACKLIGHTING IN ESSED SIGNAGE ACFD LOGO LIGHTING CLASSROOIV SCALE: 3/16" = 1'-0" �1.2 �1.3 • LIGHTING FLAG NOTES: I.E LIGHTING SHEET NOTES: I.D I.0 • 1.B 4,Rwet, w OF ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 EDWARD W. SCOTT ELECTRIC CO., INC. 21705 Highway 29 Lynnwood, WA 98036 gill425-741-1200 tel / 1201 fax EMERALD CITY ENGINEERS, INC NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Drawing Title CLASSROOM LIGHTING Drawing No. 1-E2.1O A SKA Project Number: 24702 11 20 COPYRIGHT 2024, EMERALD CITY ENGINEERS, INC. AFRENCH J:\2408-004 ALAMEDA TRAINING CENTER \DWG\1-E2-10 CLASSROOM LTG.DWG 09-30-2024 10:29 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 5 4 3 2 �.E �.1 ..1. Ilk 1 I=•L hill!! •Li j •= IIIIIII I_ I III IN 11 II1 I I Ili II111$ IT 1 (II= IT = li = II I - - (11 III 1uT II I III II II II 1 ifI1 li III 1 1 .- 1 1 11# li III 1 1 IEIIIIt il.. (11 II I1 III III L I1 III[!ii- ili. TRAINING CLASSROOM -LARGE 1.1 LARGE CLASSROOM - STORAGE 1-102A CONFIRM INING CLASSROOM HEIGHT - SMALL POW FLU V BOX, ITH FLOOR ,1.2 (1.3 GFCI WP CONFIRM HEIGHT CONFIRM HEIGHT PUBLIC LOBBY RECEPTION AREA 1-100A ORRIDOR A 1-103A NITOR CLOSET 3LIC RESTROOM REFRIG +30" _OORBOX ITH POWER ATA STOVE HOOD MMONS/BREAKROO 1-100C MIN OPEN REA TRAINING D CHIEF 0 GEN OFFICE STORAGE 1-106B UTY FICE LOCKER ROOM (ALL GENDER) POWER CLASSROOM SCALE: 3/16" = 1'-0" TURNOUT ROOM EXTRACT CONFIRM IF POWERED HAND DRYERS LOCKER ROOM -(MALE 1-112A CORRIDOR C 1-103C CORRIDOR B TE 1-103EWA CONFIRM IF POWERED HAND DRYERS LOCKER ROOM (FEMALE) ABC COU COOLER FLOOR CI CLOCK +84" TELECOM/ . E RVER CONFIR REQUIREMENTS LEV X2 I I � HLA I '1HDA GFCI MECH. ROOM 1.2 1.3 1.4 1.5 1.6 1.7 1.8 .7-SAUNA GFCI EXERCISE/FITNESS ROOM 7-20A 220V GFCI WP ELEC. MAIN PANEL COVERED UTILITY YARD GENERATOR PORTABLE POWER FLAG NOTES: - 1.E LOCKERS: DUPLEX RECEPTACLE WITH TWO USB CHARGING PORTS. CONTROLLED RECEPTACLE, CONTROL 2 OF THE 4 PLUGS, PROVIDE PERMANENT LABELS. \ POWER SHEET NOTES: 1.D 1.0 1.B �.A CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 EDWARD W. SCOTT ELECTRIC CO., INC. 21705 Highway 29 Lynnwood, WA 98036 gill425-741-1200 tel / 1201 fax 111 EMERALD CITY ENGINEERS, INC NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE 10/02/2024 ISSUE DESCRIPTION 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Drawing Title CLASSROOM POWER Drawing No. 21 20 COPYRIGHT 2024, EMERALD CITY ENGINEERS, INC. AFRENCH J:\2408-004 ALAMEDA TRAINING CENTER\DWG\1-E2-11 CLASSROOM PWR.DWG 09-30-2024 10:29 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 SKA Project Number: 24702 1-2.11 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 3 2 R Q P O M L \21 N7 N r .\ // N / N N , , \ N, ,\\ , \ \ \ , i N , N , x , N x N N/ K 1 11 DN OPEN ROOF SURFACE L J L H 2.1 G .A1 C A 2.1 2.3 �■'Ili �I':■11� I��M�II///////.M�4 FLOOR TRAINI 3 NG TOWER - LIC .HYING POWER SCALE: 3/16" 1'-0" ,2.2 2.3 2.4 2.A1 2.A FLOOR 4 TINING TOWER - LIG 2-402 STAIR #3-4F 2 40�FC CE >■WP SCALE 3/16" = 1'-0" / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / DN / Y / / / / //////// / 1 /1 ATTIC 2-207 u DN UP / / / / / / / / / / / MOTEL ROOM 2-202 L / (2.4 / / / / / APARTMENT 2-206 / / / / / %///////// 1 / / / / / / / • / / / / / (2.B HALL 2-201 ////1 MOTEL ROOM 2-203 FLOOR 2 / STAIR #3-2F / / / MOTEL ROOM 2-204 / /////////Q ;lam i TRAINING TOWER - LIGHTING/POWER SCALE: 3/16" = 1'-0" 2.A1 (2A TRAILING TOWER - LIGHTING/POWER SCALE: 3/2 —,_o" G/POWER 23 FLAG NOTES: SHEET NOTES: ,24 4 Iu 1 d 1 1 1 1 UP L COMMERCIAL SPACE 2-101 4 4 COMMERCIAL SPACE 2-102 NG TOWER - LIC .1 e 2.2 -d d, d b _ 4 e' —71 -4 Li COMMERCIAL SPACE 2-103 HYING/POWER WP ■ 2. 2.B 2.A1 2.A CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 EDWARD W. SCOTT ELECTRIC CO., INC. 21705 Highway 29 Lynnwood, WA 98036 ilill425-741-1200 tel / 1201 fax 1111 EMERALD CITY ENGINEERS, INC NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor Construction Drawing Title TRAINING TOWER LIGHTING/POWER Drawing No 2-E2.1O COPYRIGHT 2024, EMERALD CITY EN, INEERS, INC. AFRENCH J:\2408-004 ALAMEDA 'AINING CENTER\ \ -E2-10 TRAINING 2.1 , 2.2 2.3 LTG-PWR.DWG 092(02024 10:28 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 - a 4 2 SKA Project Number: 24702 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 CLIENT (3.0 (3.B (3.A (3.0 (3.B (3.A SEE SITE PLAN FOR EXTERIOR I IGHTING //////////////// %//////////j- - ICE 3-104 �. RESTRaOM _ RESTROOM, SCBA ROOM �-' 3,103 3-1A2 ` 3-101 ' F7A OS / ////////////A) fP/////// 31 3.1 3.1 LIGHTING SCBA BLDG SCALE: 3/16" = 1'-0" COVERED SEATING AREA EXTER OR OUTLETS? POWER SCBA BLDG SCALE: 3/16" = 1'-0" 32 3.2 3.0 3.B (3.A MULTI —OUTLET STRIP, MOUNT ABOVE COUNTERTOP TO FACILITATE SCBA MONITOR BATTERY CHARGING. USE WIREMOL) AL2000 SERIES •R EQUAL, WITH OUTLETS AT 6—IN ON CENTER FEED WITH TWO CIRCUITS (3.0 3.B CBA COMPRESSOR HP,480V3P4W MOUNT ABOVE PANELS ,32 3.A FLAG NOTES: SHEET NOTES: OF N 44, ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 ED A RD W. scOTT ELECTRIC CO., INC. 241-1 Highway99 Lynnwood, WA/ 8036 1201 ilill 425-741-1200fe1/1201fax 111 EMERALD CITY ENGINEERS, INC NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASA K I ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor Construction Drawing Title SCBA LIGHTING/POWER Drawing No 3-2.10 A SKA Project Number: 24702 21 20 COPYRIGHT 2024, EMERALD CITY ENGINEERS, INC. AFRENCH J:\2408-004 ALAMEDA TRAINING CENTER \DWG\3-E2-10 SCBA LTG-PWR.DWG 09-30-2024 10:28 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT ABBREVIATIONS ISR-1 SINGLE CHAMBER SURFACE RACEWAY 3SR-2.5 THREE CHAMBER SURFACE RACEWAY A.D.A. AMERICANS WITH DISABILITIES ACT ADF AREA DISTRIBUTION FACILITY A.F.C. ABOVE FINISHED CEILING A.F.F. ABOVE FINISHED FLOOR ALT ALTERNATE A.M.F.F. ABOVE MEZZANINE FINISHED FLOOR BDF BUILDING DISTRIBUTION FACILITY B.F.C. BELOW FINISHED CEILING BLDG. BUILDING B.O.H. BACK OF HOUSE C. CONDUIT CAT. CATEGORY CBC CALIFORNIA BUILDING CODE CEC CALIFORNIA ELECTRICAL CODE COMM. COMMUNICATIONS C.L. CENTERLINE C.O. CONDUIT ONLY CONT. CONTINUATION CS COMMUNICATIONS SYSTEM (D) DEMOLISH EXISTING DED DEDUCTIVE ❑, DIA. DIAMETER DIV DIVISION (E) EXISTING EA. EACH EIA ELECTRONIC INDUSTRIES ASSOCIATION ELEV. ELEVATION E.O.L. END OF LINE EQPT. EQUIPMENT FIN FINISHED FUT FUTURE H.R. HOME RUN HT. HEIGHT J, JBOX JUNCTION BOX LAN LOCAL AREA NETWORK MATV MASTER ANTENNA TELEVISION MAX. MAXIMUM MIN. MINIMUM MOD. MODULAR MON. MONUMENT (N) NEW NEC NATIONAL ELECTRICAL CODE N.I.C. NOT IN CONTRACT NTS NOT TO SCALE O.C. ON CENTER O.D. OUTSIDE DIAMETER O.F.E. OWNER FURNISHED EQUIPMENT OPP. OPPOSITE PNL. PANEL PROJ. PROJECT RE: REFER TO REF. REFERENCE SIM. SIMILAR SM SINGLE MODE OPTICAL FIBER SN SHEET NOTE SP SHIELDED PAIR - SEE SPECIFICATIONS SPEC SPECIFICATION S.R. SURFACE RACEWAY STD STANDARD STP SHIELDED TWISTED PAIR T.C. TELECOMMUNICATIONS CLOSET TEL TELEPHONE TELCOM TELECOMMUNICATIONS TIA TELECOMMUNICATIONS INDUSTRY ASSOCIATION T-OPD TELEPHONE CABLE, OUTSIDE PLANT, DUCTWAY TP TWISTED PAIR TYP. TYPICAL U.O.N. UNLESS OTHERWISE NOTED W/ WITH WP WEATHERPROOF MATERIAL & EQUIPMENT LEGEND 11D 1"INNERDUCT 21D 2" INNERDUCT C6PP CATEGORY 6 PATCH PANEL FOH-P FIBER OPTIC CABLE HYBRID, PLENUM RATED FOH-OPR FIBER OPTIC CABLE HYBRID, OUTSIDE PLANT RISER RATED FOM-OPR FIBER OPTIC CABLE, MULTI MODE OUTSIDE PLANT RISER RATED FOS-OPR FIBER OPTIC CABLE, SINGLE MODE OUTSIDE PLANT RISER RATED FPP FIBER PATCH PANEL FSC FIBER SPLICE CLOSURE FSP FIBER SPLICE PANEL FTB FIBER TERMINAL BOX IDF INTERMEDIATE DISTRIBUTION FACILITY IBTC IN -BUILDING TEL. CLOSURE. LP110TBXX LIGHTNING PROTECTOR, 110 TYPE. XX-NO. OF PAIR. MDF MAIN DISTRIBUTION FACILITY. MM MULTI MODE OPTICAL FIBER MMP6 MULTIMEDIA PLATE, UP TO 6 PORTS MPOE MINIMUM POINT OF ENTRY OSP OUTSIDE PLANT OTC OUTSIDE PLANT TEL. CLOSURE. SM SINGLE MODE OPTICAL FIBER TB15 TERMINAL BLOCK WITH 15 AMP SWITCH BLADE. T.C. TELECOMMUNICATIONS CLOSET T-IDW T-OPD UTP6-4 UTP6-4P UTP6-40P 110PWTBXX TEL. CABLE, INSIDE DISTRIBUTION WIRE TELEPHONE CABLE, OUTSIDE PLANT, DUCTWAY UNSHIELDED TWISTED PAIR, CAT. 6A UNSHIELDED TWISTED PAIR, CAT. 6 PLENUM UNSHIELDED TWISTED PAIR, CAT. 6A OUTSIDE PLANT 110 TERMINAL BLOCK, PRE -WIRED W/50 PIN CONNECTOR, XX- NO OF PAIRS NOTE: SEE SPECIFICATION SECTIONS FOR REFERENCE DESCRIPTIONS AND REQUIREMENTS. FOR OTHER MATERIAL AND EQUIPMENT TYPES, REFER TO SPECIFICATIONS. TELECOMM. SYSTEMS LEGEND ACJ ACJ NEW 2 CHAMBER SURFACE RACEWAY. FOR COMMUNICATIONS AND POWER SYSTEM. MARK INDICATES RACEWAY DROP FROM CEILING. NEW EXPOSED CONDUIT OR RACEWAY. FILL PER SCHEDULE AND SINGLE LINE DIAGRAM NEW CONDUIT IN WALLS OR IN CEILING . NEW UNDERGROUND CONDUIT. FILL PER SCHEDULE AND SINGLE LINE DIAGRAM CABLE/RACEWAY TURNS UP CABLE/RACEWAY TURNS DOWN CABLE/RACEWAY CONTINUES AS INDICATED. HOME RUN CONDUIT TO CABLE TRANSITION POINT CABLES W/O CONDUIT ABOVE SUSPENDED CEILING, SUPPORTED BY J-HOOKS AT 4'-0" O.C. INSTALLATION PER SCHEDULE AND SINGLE LINE DIAGRAM (701) WIRING NOTES (TKN� ED KEYNOTES FIELDS FIBER OPTIC CABLES. REFER TO RISER DIAGRAMS AND SPEC. SECTION 27 13 00 FOR DETAILS. CABLE TRAY. TYPE & SIZE AS INDICATED ON PLANS AND SPECIFICATIONS. TELECOMMUNICATIONS SYSTEMS GENERAL NOTES 1 REFER TO SPECIFICATIONS FOR COMPLETE REQUIREMENTS. 2 PROVIDE RACEWAY, BOXES AND FITTINGS SHOWN ON TELECOMMUNICATIONS SYSTEMS (T) DRAWINGS UNDER THE WORK OF SECTION 27 05 33 COMMUNICATIONS RACEWAYS, BOXES AND FITTINGS. UNLESS OTHERWISE INDICATED, PROVIDE 1 INCH OF SECTION 27 05 33 COMMUNICATIONS RACEWAYS, BOXES AND FITTINGS. UNLESS OTHERWISE INDICATED, PROVIDE 1 INCH TRADE SIZE MINIMUM . PROVIDE RACEWAY SIZE AS REQUIRED FOR A MAXIMUM OF 40 PERCENT WIRE FILL. TRADE SIZE MINIMUM . PROVIDE RACEWAY SIZE AS REQUIRED FOR A MAXIMUM OF 40 PERCENT WIRE FILL. 3 PROVIDE FIRESTOPPING. SEE SHEET T-507. 4 LOCATIONS SHOWN ON THE ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER LOCATIONS SHOWN ON THE COMMUNICATIONS SYSTEMS DRAWINGS. 5 DEVICE QUANTITIES SHOWN ON FLOOR PLANS AND REFLECTED CEILING PLANS TAKE PRECEDENCE OVER DEVICE QUANTITIES SHOWN ON FUNCTIONAL DIAGRAMS. 6 QUANTITIES SHOWN ON FUNCTIONAL DIAGRAMS TAKE PRECEDENCE OVER QUANTITIES SHOWN ON RACK ELEVATIONS. 7 QUANTITIES SHOWN ON DEVICE SCHEDULES TAKE PRECEDENCE OVER QUANTITIES SHOWN ON FUNCTIONAL DIAGRAMS, FLOOR PLANS AND REFLECTED CEILING PLANS. 8 LOCATIONS SHOWN ON LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER LOCATIONS SHOWN ON SMALL SCALE DRAWINGS. 9 WHERE COMMUNICATIONS SYSTEMS WIRING IS INDICATED BUT RACEWAY IS NOT INDICATED, PROVIDE SUCH WIRING SUPPORTED BY ABOVE CEILING J-HOOKS. LOCATE SUCH J-HOOKS IN LOCATIONS THAT ARE ACCESSIBLE AS DEFINED IN THE CALIFORNIA ELECTRICAL CODE. 10 ALL CONDUITS, CABLE TRAY AND J-HOOKS SHOWN ON PLANS FOR VOICE/DATA COMMUNICATIONS CABLING AND ITS SUSPENSION SYSTEM SHALL BE DEDICATED AND NOT SHARED WITH OTHER CABLING SYSTEMS. PROVIDE SEPARATE CONDUITS AND SUSPENSION SYSTEM FOR THE A/V CABLING SYSTEMS. GENERAL SYMBOLS ROOM KEY XXXXROOM NAME XXXX ALS SCHEDULE ROOM NUMBER DRAWING NUMBER SHEET NUMBER BLDG. SECTION KEY DRAWING NUMBER SHEET NUMBER WALL SECTION KEY DRAWING NUMBER SHEET NUMBER ELEVATION KEY DRAWING NUMBER SHEET NUMBER DETAIL SYMBOL DRAWING NUMBER SHEET NUMBER COLUMN GRID GRID LINES BUILDING LABEL DRAWING MATCH LINE REVISION SYMBOL REVISION NUMBER COMPLY WITH CBC 11B-219/11B-706 ASSISTIVE-LISTENING SYSTEMS IN ASSEMBLY AREAS. PROVIDE COMPLETE ASSISTIVE-LISTENING SYSTEMS UNDER THE WORK OF SECTION 27 41 16. NUMBER OF PERSONAL RECEIVERS REQUIRED UNDER THE WORK OF SECTION 27 41 16: ROOM NAME OCCUPANTS 1-102 TRAINING CLASSROOM - LARGE 81 1-101 TRAINING CLASSROOM - SMALL 30 TOTAL SEATS AT ALS-REQUIRED SPACES: 111 QUANTITY OF NEW RECEIVERS: 5 QUANTITY OF NEW HEARING -AID COMPATIBLE NECK LOOPS: 2 TOTAL RECEIVERS: 5 TYPE OF LISTENING SYSTEM: RF LOCATION: FOR USE ANYWHERE WITHIN SPACES LISTED SIGNAGE: PROVIDE A.L.S. SIGNAGE PER CBC 11 B PULL BOX SCHEDULE SYMBOL DEVICE/FUNCTION MOUNTING NOTES PB1P 12"X22" UNDERGROUND CONCRETE PULL BOX SET TO GRADE PEDESTRIAN LID. DEPTH PER SPECIFIED TRENCH DEPTH AND DETAILS. PB1T 12"X22" UNDERGROUND CONCRETE PULL BOX SET TO GRADE TRAFFIC RATED LID. DEPTH PER SPECIFIED TRENCH DEPTH AND DETAILS. PB2P 2'X3' UNDERGROUND CONCRETE PULL BOX SET TO GRADE PEDESTRIAN LID. DEPTH PER SPECIFIED TRENCH DEPTH AND DETAILS. PB2T 2'X3' UNDERGROUND CONCRETE PULL BOX SET TO GRADE TRAFFIC RATED LID. DEPTH PER SPECIFIED TRENCH DEPTH AND DETAILS. PB3T 3'X5' UNDERGROUND CONCRETE PULL BOX SET TO GRADE TRAFFIC RATED LID. DEPTH PER SPECIFIED TRENCH DEPTH AND DETAILS. ' GENERAL PULL BOX NOTES 1. LIDS SHALL BE MARKED WITH "COMMUNICATIONS". 2. INSTALL U.G. CONDUITS TO THE BODY OF THE PULL BOX AND PROVIDE END BELLS. CONDUITS RISING UP INSIDE THE PULL BOX WILL NOT BE ACCEPTED. JUNCTION BOX SCHEDULE SYMBOL H (INCHES) W (INCHES) D (INCHES) J1 6 6 4 J2 8 8 4 J3 12 12 4 J4 12 12 6 J5 12 12 8 J6 16 12 8 J7 18 18 6 J8 20 16 6 J9 20 16 8 J10 20 20 6 J11 20 20 8 J12 24 20 6 J13 24 20 8 J14 24 24 8 J15 30 24 8 J16 30 30 8 J17 36 30 8 SUFFIX: NOTE NONE - NEMA 1 ALL JUNCTION BOXES TO BE HINGED TYPE, PROVIDED A - NEMA 12 WITHOUT PRE -PUNCHED KNOCKOUTS. PENETRATIONS B - NEMA 3R IN JUNCTION BOXES SHALL BE CUT OR PUNCHED C - NEMA 4 AS REQUIRED FOR INSTALLATION. PAINT ALL INTERIOR D - NEMA 4X BOXES TO MATCH WALL FINISH. COORDINATE FINISH WITH ARCH. PLANS. R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 19th Street, Suite 201 Oakland, CA 94607 Contractor OVTRA,&t Construction = Smith, Fause McDonald Inc. 351 8th Street San Francisco, CA 94103 [4151255.9140 Fax (41 S) 255.91 B0 www. afmi.com info©stmi.com Drawing Title GEN. NOTES, SYMBOL, LEGEND, ABBR. & JBOX SCHEDULE Drawing No. TA-OO1 SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT SYMBOL DEVICE FUNCTION OR SERVICE LOCATION WORK OF ROUGH -IN RACEWAY ELEVATION CABLE FILL & HOMERUN DESTINATION, U.O.N. FINISH WEIGHT, LB DETAIL SHEET(S) L 7 WALL SLEEVE/CONDUIT PATHWAY INDICATED 27 41 03 N/A R11 N/A PER FUNCTIONAL N/A N/A OINFRARED A ASSISTIVE LISTENING EMITTER AUDIO-VISUAL SYSTEMS WALL 27 41 16 FLUSH 4S BOX, 1 G. RING. R6 6" BELOW CEILING ELEVATION PER FUNCTIONAL WHITE 1 CEILING MICROPHONE ARRAY AUDIO-VISUAL SYSTEMS CEILING 27 41 16 FLUSH 4S BOX, 1 G. RING. LRI11 R6 CEILING PER FUNCTIONAL WHITE 1 CMIC NcTP AV CONTROL TOUCHPANEL, TOPSET AUDIO-VISUAL SYSTEMS INDICATED 27 41 16 N/A N/A WORK SURFACE, STOWABLE PER FUNCTIONAL BRUSHED ALUM. 4 HCTW AV CONTROL TOUCHPANEL, WALLMOUNT AUDIO-VISUAL SYSTEMS INDICATED 27 41 16 2G W/ RING R6 +40" A.F.F. PER FUNCTIONAL WHITE 3 FLOOR BOX, CONCRETE SLAB, AT LEAST 1-6 GANG, 2-1 GANG AND 1-3 GANG OPENING, EACH AT LEAST 2-1/8" DEEP. 6" MIN. DEPTH OVERALL. LID ACCEPTS CARPET INSERTS. AUDIO-VISUAL SYSTEMS FLUSH IN FLOOR, INDICATED AND/OR SCHEDULED 27 05 33 FLOOR BOX FC6 WITH MANUFACTURERS SLAB ON GRADE TREATMENT AT GRADE CONDITIONS. R12 (liquidtite) FLUSH IN FLOOR PER FUNCTIONAL ALUMINUM OR BRUSHED SS EXPOSED TRIM. COORDINATE FLOOR MATERIAL CUT AND INSERT w/ ARCHITECTURAL REPRESENTATIVE. N/A FC6 FLAT DISPLAY PANEL, 55" DIAGONAL, 16:9 ASPECT RATIO AUDIO-VISUAL SYSTEMS WALL 27 41 16 N/A R6 +57" A.F.F. TO CL U.O.N. AT WALL. BOTTOM OF DISPLAY AT +80" A.F.F. WHERE CEILING MOUNTED PER FUNCTIONAL BLACK 75 LCD55 1 FLAT DISPLAY PANEL, 65" DIAGONAL, 16:9 ASPECT RATIO AUDIO-VISUAL SYSTEMS WALL 27 41 16 N/A R6 +63" A.F.F. TO CL U.O.N. AT WALL. BOTTOM OF DISPLAY AT +80" A.F.F. WHERE CEILING MOUNTED PER FUNCTIONAL BLACK 90 LC) FLAT DISPLAY PANEL, 86" DIAGONAL, 16:9 ASPECT RATIO AUDIO-VISUAL SYSTEMS WALL 27 41 16 N/A R6 +66" A.F.F. TO CL U.O.N. AT WALL. BOTTOM OF DISPLAY AT +80" A.F.F. WHERE CEILING MOUNTED PER FUNCTIONAL BLACK 150 LCD86 FLAT PANEL ROUGH -IN BOX AUDIO VISUAL SYSTEMS FLUSH IN WALL 27 05 33 FPWB R2 REFER TO LCD SIZE FOR FPWB MOUNTING ELEVATION TO CENTERLINE PER FUNCTIONAL WHITE 5 FPWB WALL PLATE PRESENTER INPUT AUDIO VISUAL SYSTEMS INDICATED, FLUSH MOUNTED TO WALL OR WITHIN FLOORBOX FC6 AS INDICATED 27 41 16 AT WALL, 4-11/16 S WITH 1 GANG RING, 2-1/8" DEEP. R6 +40" A.F.F. (WALL) OR IN FC6 (FLOOR) PER FUNCTIONAL WHITE 3 MP1 PAN -TILT -ZOOM HD VIDEO CAMERA, WALL -MOUNT AUDIO VISUAL SYSTEMS WALL 27 41 16 FLUSH 4S BOX, 1 G. RING. LRI11 R6 +84" A.F.F. PER FUNCTIONAL WHITE 7 PTZ AUDIOVISUAL EQUIPMENT RACK, UNDERCOUNTER SLIDE -OUT AND PIVOT AUDIO VISUAL SYSTEMS ANCHORED TO CABINET BASE OR SLAB 271116 MFG. SEISMIC MOUNT (4) 2" C. TO ABOVE ACCESSIBLE CEILING FLOOR OR CABINET BASE PER FUNCTIONAL BLACK 200 R18 sA LOUDSPEAKER, ACCESSIBLE CEILING, FLUSH AUDIO-VISUAL SYSTEMS CEILING 27 51 16 TILE KIT BY MFG. R5 CEILING PER FUNCTIONAL AND AS NOTED WHITE 0LOUDSPEAKER, HARD LID CEILING, FLUSH AUDIO-VISUAL SYSTEMS CEILING 27 51 16 GYP KIT BY MFG. R5 CEILING PER FUNCTIONAL AND AS NOTED WHITE 10 ""� WIRELESS MIC RECEIVER AUDIO-VISUAL SYSTEMS CEILING 27 41 16 FLUSH 4S BOX, 1 G. RING. LRI11 R5 CEILING PER FUNCTIONAL AND AS NOTED WHITE 2 NOTE NO. DEVICE NOTES DN1 FIRE ALERT LIGHTING ROUGH -IN PROVIDES DAISY CHAINED UTP6-4P BETWEEN OFE CONTROLLER AND THE WALL PLATES IN EACH LIGHTING ZONE. ZONE INDICATED BY SINGLE NUMBER SUBSCRIPT., L1 INDICATES END -OF -LINE AND WAO HAS 1 JACK AND 1 UTP6-4P; L2 INDICATES WAO IS PART OF DAISY CHAIN CKT AND HAS 2 JACKS AND ONE ENTERING AND ONE EXITING UTP4-4P — REFER TO SINGLE LINE DIAGRAM. WORK OF NOTES PROVIDE CABLING AND ROUGH -IN UNDER WORK OF PROJECT — W01 LIGHTING FIXTURE PROVIDED BY OWNER'S CONTRACTOR (N.I.C}.. LOCATION & ROUGH -IN NOTES INSTALLED ASSEMBLY, INCLUDING MONITOR SHALL NOT LRI1 PROJECT MORE THAN 4" FROM FACE OF WALL. IF LEADING EDGE 27" TO 80" AFF LRI2 MATCH PROJECT SWITCH HEIGHT LRI3 4S BOX W/ 1 GANG RING BLANK COVER PLATE LRI4 NOT USED LRI5 NOT USED LRI6 NOT USED LRI7 MANUFACTURER'S VENTED BACKBOX . LRI8 NOT USED LRI9 LRI10 LRI11 4S BOX, 2-1/8" DEEP MIN., W/ 1 GANG RING WITH LOCKING HINGED COVER PLATE (FSR WB-MR2G OR EQUAL). NOT USED PROVIDE BACKING AND SUPPORT FOR 5 POUND DEVICE. PROVIDE DEVICE COMPLETE WITH BACKBOX, TILE SUPPORT LRI12 RAILS AND CEILING CUTOUT TEMPLATE. COMPLY WITH SECTION 09 50 11 ACOUSTICAL PANEL CEILINGS. PROVIDE BACKING IN WALL SUITABLE TO SUPPORT A 20 POUND LRI13 DEVICE WITH A LOAD CENTROID 18 INCHES FROM THE FACE OF THE WALL. PROVIDE BACKING IN WALL SUITABLE TO SUPPORT A 200 LRI14 POUND DEVICE WITH A LOAD CENTROID 8 INCHES FROM THE FACE OF THE WALL. LRI15 AS DETAILED AND/OR SCHEDULED ON THE ARCHITECTURAL DRAWINGS. R1 RACEWAY NOTES (4) 2" C. H.R. TO ACCESSIBLE CEILING R2 (2) 1-1/4" C. FROM EACH OF (2) LOW VOLTAGE BACKBOXES TO ACCESSIBLE CEILING R3 NOT USED R4 AS DETAILED AND/OR SCHEDULED 3/4" C. H.R. TO ACCESSIBLE CEILING OR FLOOR, OR TO SERVING BDF, IDF OR EQUIPMENT ROOM, U.O.N. 1" C. H.R. TO ACCESSIBLE CEILING OR FLOOR, OR TO SERVING BDF, IDF OR EQUIPMENT ROOM, U.O.N. 1-1/4" C. H.R. TO ACCESSIBLE CEILING OR FLOOR, OR TO SERVING BDF, IDF OR EQUIPMENT ROOM, U.O.N. R8 NOT USED AT ACCESSIBLE CEILING, PROVIDE ABOVE CEILNG PATHWAY R9 USING CABLE HOOKS. WHERE MOUNTED IN GYP CEILING, EXTEND 3/4" C. TO ACCESSIBLE CEILING. R5 R6 R7 R10 R11 2 1-1/4" C TO 4 GANG COMPARTMENT, 1- 1" TO 1 GANG COMPARTMENT, STUBBED TO ACCESSIBLE CEILING OR FLOOR EXTEND TO SERVER ROOM USING BASKET TRAY. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL ROUGH -IN. UNLESS OTHERWISE SHOWN, PROVIDE 1.5" EMT SLEEVE, WITH INSULATED THROAT BUSHING AT EACH END, STUBBED OUT 4 INCHES FROM FACE OF WALL, AT ELEVATION APPROXIMATELY 6 INCHES ABOVE ACCESSIBLE CEILING. INSTALL SLEEVE IN AN ACCESSIBLE LOCATION AS DEFINED IN CALIFORNIA ELECTRICAL CODE, ARTICLE 100 DEFINITIONS. PROVIDE FIRESTOPPING UNDER WORK OF SECTION 27 05 33. BOND TO GROUND. COMPLY WITH DIVISION 26 AND SECTION 27 05 26 GROUNDING. 4 1-1/4" C TO 6 GANG COMPARTMENT, 1 - 1.25" TO EA. 1 GANG COMPARTMENT, STUBBED TO ACCESSIBLE CEILING OR FLOOR, R12 EXTEND TO SERVER ROOM IN BASKET TRAY. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL ROUGH -IN TO 3 GANG COMPARTMENT. ACCESSIBLE CEILING IS A T-BAR OR SIMILAR GRID BASED, PANELIZED REMOVEABLE CEILING MEETING THE DEFINITION FOR ACCESSIBLE WIRING METHODS IN ARTICLE 100 OF THE CALIFORNIA ELECTRICAL CODE. R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVERAAk Construction = Smith, Fause McDonald Inc. 351 8111Street San Francisco, CA 94103 [4151255.9140 Fax (415) 255.91 B0 www.afmi. corn inFo2stmi.com Drawing Title SYMBOL SCHEDULE Drawing No. TA-002 SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT 1-102.4 TRAINING CLASSROOM -LARGE fri- TT— i � I 1 ir 1� /r J 1-102A.1 1-102 1 IL � 1b ir J LARGE CLASSROOM - STORAGE TRAINING CLASSROOM 1-102A FPWB n FPNL86 - SMALL 1-101 FC6 3 II.. CTP III 111 I1M P 1 1!) IIL FC6 ■II) 1=1 IRI -=7 U • a co J z a 4- MP1 FC6 1-102.3 co co J z rEL u- 1 1 1 1 I( ICTW 1�1 I_I N1 CORRIDOR A 1-103A JANITOR CLOSET 1-105 1-106.1 RAINERS/A1iMIN OPEN OFFICE REA TRAINING DEPUTY CHIEF OFFICE 1-196A V106A.1 GEN OFFICE STORAGE 1-106B CV a 2 105 / 1 / I W/D { c•! i a^ 9 PUBLIC RESTROOM 1-104 PUBLIC LOBBY 1-100 a\ 1-103B.1 4L r o\ LOCKER ROOM (ALL GENDER) I I I I I I 1-107 ■ ■ • J CC. M co 1.6 TURNOUT ROOM 1-108 WATER HEATER (40) ■ 1-108.2 0 0) 1-109.4 XTRACTO DRYER IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII U M n I® O 0 �I r COMMONS/BREAKROC1M 1-100C 'RAINING COMMONS 1-100B co co J z a LL CBP 1 A A LOCKER ROOM (MALE) 1-112 1-112.1 / z 1-112A.1 L_ _I L_ CORRIDOR C 1-103C 1-109.2 JI CBP 7 1 1 1 EXERCISE/FITNESS ROOM 1-109 CORRIDOR B 1-103B • _ _ laml-- IIIIIIIIIIIII 11111111111 III s • Imo! �i• • — i lLL II •� 11 111111 111111 " 111111 111 1 s� I■■��IISI�■ 1 1! EI==11= / ai T TX2 BUS T 1LRA 1-103B.2 TEMP GEN TAP BOX I I TELECOM/SERVER CLOET LEV TX1 1LRB 1-11 0 EHL LCP1 I I FACP 1 1' I EHD I I I I I I I - L _ _ HLA 111HDA t—� W.H. MECH. ROOM 1-114 HVAC CHILLER 1-113.1 COVERED UTILITY YARD 1-115 GENERATOR ELEC. MAIN PANEL ROOM 1-113 1-114.1 -1 • 1-100.1 MAIN ENTRANCE RECEPTION AREA 1-100A OAUDIOVISUAL FIRST FLOOR PLAN - CLASSROOM BUILDING 3/16 1 0 0 WALL MOUNT BIKE RACKS L — — — � MAIN SWITCH BOARD SCREEN WALL MATERIAL TO MATCH STANDING SEAM ROOF PROJECT NORTH C,) R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 I0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Smith, = Fause E McDonald Inc. 351 ®Ih Street San Francisco, CA94103 [415) 255-9140 Fax (4151255.91 80 www.■imi.com ink shni.com Drawing Title AUDIOVISUAL FIRST FLOOR PLAN - CLASSROOM Drawing No. BUILDING TA-1-121 A SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 21 20 19 TRAINING CLASSROOM -LARGE 18 STO AGE TRAINING CLASSROOM - SMALL OAUDIOVISUAL FIRST FLOOR RCP - LASSROOM BUILDING 3/16" = 1'-0" 20 19 18 17 17 16 RECEPTION AREA 1-100A 16 CCCCCQ7,7 )7,7 15 15 CORRICOR'A 1-103A G1 +,10'-0"- ANITO CLOSE UBLIC RESTRO e G1 +1a-0" +10'_0" 14 1-100C 29' - 6 29/64 AFF 14 13 AC 1 +10-0" 13 12 LOCKER ROOM (ALL GENDER): 1-107; 12 11 TRAINING DEPUTY CHIEF OFFICE 1-106A AC1 +10'-0" 1-1-12 G3 _, 11 10 TURNOUT ROOM :. G1 +.1d-a 10 G3 LOCKER ROOM(MALE-) 1-112A.-. 9 +10'-0' CORR OR C 8 sc SC SC C SC SC u SC 1 0, 1 ., SC _ _. G3- 7 6 5 EXERCISE/FITNESS ROOM TELECOM/SERVER CLOSET MAIN PANEL ROOM 1-113 ECH ROOM 4 COVERED UTILITY YARD 3 2 PROJECT NORTH 1 CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number Project DATE 10/02/2024 ISSUE DESCRIPTION 50% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASA K I ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Fause E McDonald Inc. 351 Bth Street San Francisco, CA94103 f415) 255-9140 Fax (4157 255.918 www.6Fmi.com inFn'sfmi.com SKA Project Number: 2020096 Contractor OVERAA\\ Construction Drawing Title AUDIOVISUAL FIRST FLOOR RCP - CLASSROOM Drawing No. BUILDING R P O N M L K J H G D TA-1-131 A NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT COMMUNICATIONS SYSTEMS GENERAL NOTES 1 REFER TO SPECIFICATIONS FOR COMPLETE REQUIREMENTS. 2 PROVIDE CONDUIT, BOXES AND FITTINGS SHOWN ON COMMUNICATIONS SYSTEMS (TN) SYSTEM DRAWINGS UNDER THE WORK OF SECTION 27 05 33 COMMUNICATIONS RACEWAYS, BOXES AND FITTINGS. UNLESS OTHERWISE INDICATED, PROVIDE 1 INCH TRADE SIZE MINIMUM . PROVIDE RACEWAY SIZE AS REQUIRED FOR A MAXIMUM OF 30 PERCENT WIRE FILL. 3 PROVIDE FIRESTOPPING UNDER THE WORK OF SECTION 27 05 33 COMMUNICATIONS RACEWAYS, BOXES AND FITTINGS. 4 LOCATIONS SHOWN ON THE ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER LOCATIONS SHOWN ON THE COMMUNICATIONS SYSTEMS DRAWINGS. 5 DEVICE QUANTITIES SHOWN ON FLOOR PLANS AND REFLECTED CEILING PLANS TAKE PRECEDENCE OVER DEVICE QUANTITIES SHOWN ON FUNCTIONAL DIAGRAMS. 6 QUANTITIES SHOWN ON FUNCTIONAL DIAGRAMS TAKE PRECEDENCE OVER QUANTITIES SHOWN ON RACK ELEVATIONS. 7 QUANTITIES SHOWN ON DEVICE SCHEDULES TAKE PRECEDENCE OVER QUANTITIES SHOWN ON FUNCTIONAL DIAGRAMS, FLOOR PLANS AND REFLECTED CEILING PLANS. 8 LOCATIONS SHOWN ON LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER LOCATIONS SHOWN ON SMALL SCALE DRAWINGS. GENERAL SYMBOLS XXXX XXXX ROOM KEY ROOM NAME ROOM NUMBER DRAWING NUMBER - SHEET NUMBER BLDG. SECTION KEY DRAWING NUMBER SHEET NUMBER WALL SECTION KEY DRAWING NUMBER SHEET NUMBER ELEVATION KEY DRAWING NUMBER SHEET NUMBER MATERIAL & EQUIPMENT LEGEND DETAIL SYMBOL DRAWING NUMBER SHEET NUMBER COLUMN GRID GRID LINES BUILDING LABEL DRAWING MATCH LINE REVISION SYMBOL REVISION NUMBER C6APP FOH-P FOH-OPR FOM-OPR FOS FOS-OPP FPP FSC FSP FTB IDF MDF MM MMP MPOE OSP SM T.C. T-OPD UTP6A-4P UTP6A-40P CATEGORY 6A PATCH PANEL. FIBER OPTIC CABLE HYBRID, PLENUM RATED FIBER OPTIC CABLE HYBRID, OUTSIDE PLANT RISER RATED FIBER OPTIC CABLE, MULTI MODE OUTSIDE PLANT RISER RATED FIBER OPTIC CABLE, SINGLE MODE PLENUM RATED FIBER OPTIC CABLE, SINGLE MODE OUTSIDE PLANT PLENUM RATED FIBER PATCH PANEL FIBER SPLICE CLOSURE FIBER SPLICE PANEL FIBER TERMINAL BOX INTERMEDIATE DISTRIBUTION FACILITY MAIN DISTRIBUTION FACILITY. MULTI MODE OPTICAL FIBER MULTIMEDIA PLATE MINIMUM POINT OF ENTRY OUTSIDE PLANT SINGLE MODE OPTICAL FIBER TELECOMMUNICATIONS CLOSET TELEPHONE CABLE, OUTSIDE PLANT, DUCTWAY UNSHIELDED TWISTED PAIR, CAT. 6A PLENUM UNSHIELDED TWISTED PAIR, CAT. 6A OUTSIDE PLANT NOTE: SEE SPECIFICATION SECTIONS FOR REFERENCE DESCRIPTIONS AND REQUIREMENTS. FOR OTHER MATERIAL AND EQUIPMENT TYPES REFER TO SPECIFICATIONS. LEGEND ACJ ECT (701( TKN SURFACE RACEWAY. FOR COMMUNICATIONS AND POWER SYSTEM PROVIDED UNDER DIV. 27. MARK INDICATES RACEWAY DROP FROM CEILING. COORDINATE EXACT LOCATION WITH DIV. 27 PLANS. NEW WIRE AND/OR CABLE IN EXPOSED CONDUIT OR RACEWAY. FILL PER SCHEDULE, PLANS AND SPECIFICATION SECTION 27 05 33. NEW WIRE AND/OR CABLE INSIDE NEW CONDUIT WALLS OR IN CEILING . CABLE/RACEWAY TURNS UP CABLE/RACEWAY TURNS DOWN HOME RUN CONDUIT TO CABLE TRANSITION POINT EXPOSED CABLE UNDER CEILING SUPPORTED BY CLIPS OR STAPLES @ 1'-0" O.C. WIRING NOTES KEYNOTES CABLE RUNWAY OR CABLE TRAY. TYPE & SIZE AS INDICATED ON PLANS AND SPECIFICATIONS SECTION 27 05 36. JUNCTION BOX SCHEDULE SYMBOL H (INCHES) W (INCHES) D (INCHES) J1 6 6 4 J2 8 8 4 J3 12 12 4 J4 12 12 6 J5 12 12 8 J6 16 12 6 J7 18 18 8 J8 20 16 6 J9 20 16 8 J10 20 20 6 J11 20 20 8 J12 24 20 6 J13 24 20 8 J14 24 24 8 J15 30 24 8 J16 30 30 8 J17 36 30 8 J18 36 36 8 SUFFIX: NONE - NEMA 1 A - NEMA 12 B - NEMA 3R C - NEMA 4 D - NEMA 4X EXAMPLE: J16C= 30"H X 30"W X 8"D HINGED NEMA 4 JBOX. NOTE 1 ALL JUNCTION BOXES TO BE HINGED TYPE, PROVIDED WITHOUT PRE -PUNCHED KNOCKOUTS. PENETRATIONS IN JUNCTION BOXES SHALL BE CUT OR PUNCHED AS REQUIRED FOR INSTALLATION. PAINT ALL INTERIOR BOXES TO MATCH WALL FINISH. COORDINATE FINISH WITH ARCH. PLANS. ABBREVIATIONS 1SR-1 3SR-2.5 A.D.A. ADF A.F.C. A.F.F. ALT A.M.F.F. BDF B.F.C. BLDG. B.O.H. C. CAT. CBC CEC COMM. C.L. C.O. CONT. CS (D) DED DIA. DIV (E) EA. EIA ELEV. E.O.L. EQPT. FIN FUT H.R. HT. J, JBOX LAN MATV MAX. MIN. MOD. MON. (N) NEC N.I.C. NTS O.C. O.D. O.F.E. OPP. PNL. PROJ. P.S.R.H P.S.S.H. RE: REF. SIM. SM SN SP SPEC S.R. STD STP T.C. TEL TELCOM TIA T-OPD TP TYP. U.O.N. W/ WP SINGLE CHAMBER SURFACE RACEWAY THREE CHAMBER SURFACE RACEWAY AMERICANS WITH DISABILITIES ACT AREA DISTRIBUTION FACILITY ABOVE FINISHED CEILING ABOVE FINISHED FLOOR ALTERNATE ABOVE MEZZANINE FINISHED FLOOR BUILDING DISTRIBUTION FACILITY BELOW FINISHED CEILING BUILDING BACK OF HOUSE CONDUIT CATEGORY CALIFORNIA BUILDING CODE CALIFORNIA ELECTRICAL CODE COMMUNICATIONS CENTERLINE CONDUIT ONLY CONTINUATION COMMUNICATIONS SYSTEM DEMOLISH EXISTING DEDUCTIVE DIAMETER DIVISION EXISTING EACH ELECTRONIC INDUSTRIES ASSOCIATION ELEVATION END OF LINE EQUIPMENT FINISHED FUTURE HOME RUN HEIGHT JUNCTION BOX LOCAL AREA NETWORK MASTER ANTENNA TELEVISION MAXIMUM MINIMUM MODULAR MONUMENT NEW NATIONAL ELECTRICAL CODE NOT IN CONTRACT NOT TO SCALE ON CENTER OUTSIDE DIAMETER OWNER FURNISHED EQUIPMENT OPPOSITE PANEL PROJECT PROJECT STANDARD RECEPTACLE HEIGHT +18" AFF, U.O.N. PROJECT STANDARD SWITCH HEIGHT +48" AFF TO (, U.O.N. REFER TO REFERENCE SIMILAR SINGLE MODE OPTICAL FIBER SHEET NOTE SHIELDED PAIR - SEE SPECIFICATIONS SPECIFICATION SURFACE RACEWAY STANDARD SHIELDED TWISTED PAIR TELECOMMUNICATIONS CLOSET TELEPHONE TELECOMMUNICATIONS TELECOMMUNICATIONS INDUSTRY ASSOCIATION TELEPHONE CABLE, OUTSIDE PLANT, DUCTWAY TWISTED PAIR TYPICAL UNLESS OTHERWISE NOTED WITH WEATHERPROOF R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. 0 2024 Shah Kawasaki Architects IRevision Number DATE 10/02/2024 ISSUE DESCRIPTION 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor Construct :0i Smith, Fause McDonald Inc. 351 8th Street, San Francisco. CA 94103 (415) 255-9140 Fax (415) 255-9180 www.sfmi.com info@sfmi.com Drawing Title GEN. NOTES, SYMBOL, LEGEND, ABBR. & JBOX SCHEDULE Drawing No. TN-OO1 SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT SYMBOL DEVICE FUNCTION OR SERVICE LOCATION WORK OF ROUGH -IN RACEWAY ELEVATION CABLE FILL & HOMERUN DESTINATION, U.O.N. FINISH WEIGHT, LB DETAIL SHEET(S) WALL SLEEVE/CONDUIT PATHWAY INDICATED 27 05 33 N/A R6 C 1 FLOOR BOX, CONCRETE SLAB, FOR DATA AND FLUSH IN FLOOR. COORDINATE EXACT LEGRAND EVOLUTION EFB8S-OG ON -GRADE COORDINATE COVER FC4 POWER. COMMUNICATIONS LOCATION/DIMENSION 27 05 33 FLOOR BOX WITH EFB610 COVER FOR DATA R4 FLUSH IN FLOOR AS SCHEDULED TYPE WITH ARCHITECT. TN-904 WITH THE ARCHITECT. AND POWER. SUBMIT CUT -SHEETS. FLOOR BOX, CONCRETE SLAB, FOR AUDIO FLUSH IN FLOOR. COORDINATE EXACT LEGRAND EVOLUTION 10-GANG FLOOR BOX. COORDINATE COVER FC6 AV/COMMUNICATIONS 27 05 33 PROVIDE MANUFACTURER'S "POUR PAN" TO R7 FLUSH IN FLOOR AS SCHEDULED TYPE WITH ARCHITECT. TN-904 VISUAL, DATA AND POWER LOCATION/DIMENSION WITH THE ARCHITECT. PROTECT AT SLAB ON GRADE CONDITIONS. SUBMIT CUT -SHEETS. 3D 27 05 33, 27 PROVIDE ONE (1) 5" SQUARE x 2.875" DEEP BOX T DATA AND VOICE DEVICE PLATE. DN1 COMMUNICATIONS INDICATED 15 00 WITH 1 GANG RING EQUAL TO RANDL R3 +18" AFF TO CL, U.O.N. AS SCHEDULED WHITE INDUSTRIES 5 SQUARE. 2D WIRELESS ACCESS POINT DEVICE PLATE. DN1. 27 05 33, 27 PROVIDE ONE (1)5" SQUARE x 2.875" DEEP BOX TBAR: FLUSH 2 PLENUM CAT 6A.. HOMERUN WAP WIFI ACCESS POINT DEVICE OFCI. RUCKUS 850 IS ( ) COMMUNICATIONS INDICATED 15 00OUTDOOR: WITH 1 GANG RING EQUAL INDUSTRIES 5 SQUARE. TO RANDL R2 GYP CEILING: SURFACE MOUNT SURFACE MOUNT TO IDF ROOM. WHITE TN-910 AV DATA DEVICE FOR AV EQPT. DN1 AUDIOVISUAL INDICATED 27 05 33, 27 00 PROVIDE ONE (1) 5" SQUARE x 2.875" DEEP BOX WITH 1 GANG RING EQUAL TO RANDL15 R1 WALL OR CEILING AS INDICATED. HR TO NEAREST BDF OR IDF. NO WHITE INDUSTRIES 5 SQUARE. PROVIDE BLANK FACEPLATE AND A 1-PORT SMB INSIDE THE BOX. EXPOSED CABLE ALLOWED. CAM DATA DEVICE FOR POE CCTV CAMERA. DN1 SECURITY INDICATED 27 05 33, 27 4" SQUARE x 2-1/8" DEEP BOX WITH 1 GANG RING. PROVIDE BLANK FACEPLATE AND A R1 CEILING AS INDICATED. HR TO NEAREST BDF OR IDF. NO WHITE 15 00 1-PORT SMB INSIDE THE BOX. EXPOSED CABLE ALLOWED. +44" T WALL MOUNTED TEL 630A TYPE PLATE. COMMUNICATIONS INDICATED 27 05 33, 27 15 00 PROVIDE ONE (1) 5" SQUARE x 2.875" DEEP BOX WITH 1 GANG RING EQUAL TO RANDL R2 +44" AFF TO CL 1 CAT 6A PLENUM CABLE. HR TO NEAREST IDF/TR. STAINLESS STEEL INDUSTRIES 5 SQUARE. FLOOR MOUNTED STATION CABLING/SWITCH COMMUNICATIONS FLOOR 27 11 16 BOLT TO SLAB BLACK 250 TN-902 R15 RACK, 2 POST, 44 RU, SEISMIC RATED. FLOOR MOUNTED SERVER CABINET, 44 RU MIN, 30" WIDE MAX, 42" DEEP, 4 POST, SEISMIC COMMUNICATIONS FLOOR 27 11 16 BOLT TO SLAB. BLACK 1100 TN-903 RATED. R28 NOTE NO. DEVICE NOTES DN1 DN2 LR1 R1 SUBSCRIPT INDICATES QUANTITY OF CATEGORY 6 CABLES PROVIDED AT WAO. EXAMPLE: 2D REPRESENTS 2 CAT6 CABLES AND JACKS TERMINATED AT THE INDICATED WAO AND SERVING TR. SUBSCRIPT INDICATES QUANTITY OF COAX CABLES PROVIDED AT WAO. BROADBAND VIDEO CABLING IS RG-6. EXAMPLE: 1 B IS 1 RG-6 TERMINATED AT THE INDICATED WAO AND SERVING TR. LOCATION NOTES FLUSH IN FLOOR. COORDINATE EXACT LOCATION/DIMENSION WITH ARCHITECTURAL PLANS. RACEWAY NOTES 3/4" C. UP TO ACCESSIBLE CEILING. R2 1" C. UP TO ACCESSIBLE CEILING. R3 1.25" C. UP TO ACCESSIBLE CEILING. (1) 2" FLEX CONDUIT TO MODULAR FURNITURE BASE. (1) 2" C. UP TO R4 ACCESSIBLE CEILING. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL ROUGH -IN. FOR TELECOM, (2) 1-1/4" TO 2 GANG COMPARTMENT AND STUB UP TO R5 ACCESSIBLE CEILING. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL ROUGH -IN. UNLESS OTHERWISE SHOWN, PROVIDE (1) 4" EMT SLEEVE, WITH INSULATED THROAT BUSHING AT EACH END, STUBBED OUT 4 INCHES FROM FACE OF WALL, AT ELEVATION APPROXIMATELY 6 INCHES ABOVE ACCESSIBLE CEILING. R6 INSTALL SLEEVE IN AN ACCESSIBLE LOCATION AS DEFINED IN CALIFORNIA ELECTRICAL CODE, ARTICLE 100 DEFINITIONS. PROVIDE FIRESTOPPING UNDER WORK OF SECTION 27 05 33. BOND TO GROUND. COMPLY WITH DIVISION 26 AND SECTION 27 05 26 GROUNDING. FOR AV, (2) 1-1/4" C TO 2 GANG COMPARTMENT STUBBED TO ACCESSIBLE R7 CEILING. FOR TELECOM, (2) 1-1/4" TO 2 GANG COMPARTMENT AND STUB UP TO ACCESSIBLE CEILING. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL ROUGH -IN. ACCESSIBLE CEILING IS A T-BAR OR SIMILAR GRID BASED, PANELIZED REMOVEABLE CEILING MEETING THE DEFINITION FOR ACCESSIBLE WIRING METHODS IN ARTICLE 100 OF THE CALIFORNIA ELECTRICAL CODE. R Q ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P O N M L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. 0 2024 Shah Kawasaki Architects IRevision Number DATE 10/02/2024 ISSUE DESCRIPTION 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I0th Street, Suite 201 Oakland, CA 94607 Contractor Construct .:0) Smith, Fause McDonald Inc. 351 8th Street, San Francisco. CA 94103 (415) 255-9140 Fax (415) 255-9180 www.sfmi.com info@sfmi.com Drawing Title SYMBOL SCHEDULE Drawing No. TN-002 SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 171 21 20 P"OJECT B SE POINT TKN 1005 PROJECT SURVEY POINT @ P/L CORNER OCOMMUNICATIONS SITE PLAN 1 " = 20'-0" 21 20 19 PB2T I�- 19 18 17 16 15 S.WFoa 14 TKN 1003 IIIIIIIIIIII11IIIIIIIIIIIIIHIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIUIIII uL Ju I.RG01 S-ID02 WAP +9' S.RGO2 ' 4 a we°a O6.-�-_-/a€�awn d �° a J / aq d__ a < ., d 18 17 TKN1001 TKN1045 TKN 105O TKN 1055 WAP TR/IDF TKN1001 PB3T 13 12 00000a0 78o 78" 0a0 OP).rTh 000000 � • 0000000000000000000 a0a0a0a0a0a0a0a0a0: ► 0 0 0 0 0 0 0 0 0 0 � •0000000000000000000� a a a a a a a a a ► 0 0 0 0 0 0 0 0 0 0 p •►000000000000000000000000000000.�wawa. �0��0V •0••.•0•.•• T 11 7 a' : tip •� �i �o ►� /0 0 0 o .• .. o• too c•. ia' ,0' 'a� : a , . I � �. O �� �0� O� t0000000. ilk 0i o' i1 g=171 00 �• �� O� t0o�� �. 4irTKN1101�•� '0� ►• �0�0�• 1• �� .O� t0oo0o�0. ' _i ��' ►� I�� .7911 0i �0' i� /0� IIIIIII • i O o� KN 1001 0j ,0' j. /Of �.� 1• �� O• t0o� �a 01000I.000_I.0_I.0_I.0_I.000_I.001 o V� / �' �� ARGUE VA6PC ad � a PC UUV% ne CIEPIRj •n ° e - d �. °� v - S-ID01 (E) AT&T 16 15 GLEASON DRIVE 14 13 12 TKN1001 TKN1045' TKN 1050 TKN 1055 11 10 10 S. RG01 9 8 7 (E) FIRE STATION (E) CHP 6 5 KEYNOTES TKN1001 PROVIDE (2) 4" C. (U.G.) TO BLDG TELECOM ROOM. TKN1003 PROVIDE (1) 2" C. (U.G.). TKN1005 (N) ALTERNATE SERVICE PROVIDER MEET ME VAULT FOR REDUNDANCY. PROVIDE NEW PB2T VAULT WITH H2O TRAFFIC RATED LID. VERIFY EXACT LOCATION WITH CITY'S REPRESENTATIVE. TKN1045 PROVIDE PULL ROPE WITH 2500 LB STRENGTH IN ALL UNDERGROUND CONDUITS. SEE SPEC SECTION 27 05 43. TKN1050 IN ADDITION TO THE PULL ROPE, PROVIDE LENGTH MARKED TAPE IN CONDUIT. TKN1055 REFER TO UNDERGROUND DETAILS SHOWN ON SHEET TN905, TN906 & TN907. TKN1101 (2) 2" UNDERGROUND CONDUIT STUB OUTS FOR CONNECTION TO FUTURE APPARATUS BUILDING. TKN1120 MOUNT WAP ON ELECTRICAL POLE. 4 3 2 1 CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number Project DATE 10/02/2024 ISSUE DESCRIPTION 50% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 1 0th Street, Suite 201 Oakland, CA 94607 Smith, = Fause McDonald Inc. - = 351 Bth Stre& yen Francisco. CA94103 [415/ 25544140 Fax (4157 255.91 &1 Www-simi.com ink stmi.com SKA Project Number: 2020096 Contractor OVERAA\\ Construction Drawing Title COMMUNICATIONS SITE PLAN Drawing No. TN-O-1O1 NOT FOR CONSTRUCTION R Q P O N M L K J H G D 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT 5D 11 L If l� 5D 1 1 F 1-102A.1 1-102.4 TRAINING CLASSROOM -LARGE 1-102 11"i 5D 1 1 fr frr- 7 1 1 5D L! m FC41 rip L� —I �11 � L1� H H FII L11 IFII 5D 1 AV 2D L v 2D LARGE CLASSROOM - STORAGE 1-102A R18 1R:aINING CLASSROOM - SMALL 1-101 AV 1D AV 4 +66" 1D 1-102.3 AV pp�� 1D�1 AV +66"1> 1D PUBLIC LOBBY 1-100 D /////////// CORRIDOR A 1-103A JANITOR CLOSET 1-105 3 1-106.1 3D TRAINERS/ADMIN OPEN OFFICE AREA 1-1d6 3D 3D TRAINING DEPUTY - CHIEF OFFICE 1-106A 1\ 106A.1 D GEN OFFICE STORAGE 1-106B J L T J 1- 1 105:1 / 1 W/D L _ 04 1 7 • A PUBLIC RESTROOM 1-104 1-103B.1 N / LOCKER ROOM (ALL GENDER) 1-107 ■ 0 TURNOUT ROOM 1-108 (40) XTRACTOR WATER HEATER DRYER 1111111.1111 IIIIIIII 111 IIIIIIII 111 IIIIIIII 111 IIIIIIII 1-108.21 N U M CO 0 7 n O 0 COMMONS/BREAKRO 1-100C AV +66" B 1D MAIN ENTRANCE COMMUNICATIONS IRST FLOOR PLAN - CLASSROOM BUILDING 3/1 6" = 1'-0" RECEPTION AREA 1-100A A A LOCKER ROOM (MALE) 1-112 1-112.1 1-112A.1 CORRIDOR C 1-103C 1-109.2 1-109.4 CORRIDOR B 1-103B t[1.1 t II I I I I 1 _LI_ II 1-103B.2 • • • • TELECOM/SERVER CLOSET 1-11 0 co O) / T TX2 BUS T 1LRA 1 LRB Lam,• LEV I TX1 ATS2 1 I I - - - -- EHL 1D LCP1 I ,I Flor 1D • _,i• 1 ATS1 I EHD I I -L- I HLA111HDA 1 • i EXERCISE/FITNESS ROOM TN-1-401 W.H. MECH. ROOM 1-114 1-113.1 1-109 P GEN TAP BOX / 7/ )'// COVERED UTILITY YARD 1-115 GENERATOR ELEC. MAIN PANEL ROOM 1-113 /4 0 WALL MOUNT BIKE 1 RACKS L — — — MAIN SWITCH BOARD SCREEN WALL MATERIAL TO MATCH STANDING SEAM ROOF 1.D 1.A PROJECT NORTH R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction IIIIIIIIIIIIIII_ Smith, = Fause E McDonald Inc. 351 Bth Street San Francisco, CA 94103 [415) 255-9140 FBA C4151255.918 www.6imi.com ink 'sfmi.com Drawing Title COMM FIRST FLOOR PLAN - CLASSROOM BUILDING Drawing No. TN-1-121 SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 21 20 TRAINING CLASSROOM -LARGE 19 18 17 AC 1 +10'-0" CLASSROOM STORAGE LARGE - I 1-102A 0 AC1 +12'-0' 16 TRAINING CLASSROOM RECEPTION AREA - SMALL COMMUNICATIONS FIRST FLOOR RCP - CLASSROOM BUILDING 3/16" = 1'-0" l 1.1 20 19 18 17 1-100A 16 15 ",CORRIDOR'A G-1- +"i(y -o„- ANI-TOR CLOSE 1-105 UBLIC RESTRO• 15 14 1-100C 29' - 6 29/64" AFF 14 13 12 TRAINERS/ADMIN OPEN TRAINING DEPUTY OFFICE AREA AC 1 +10'-0^ 13 11 10 CHIEF OFFICE TURNOUT ROOM 1-106 1-106A LOCKER ROOM (ALL GENDER) 1-107 _ 12 G3 o G3" +1a-a. 11 10 9 CORRIDOR" C 1-103C y I r I WAP D ill z N. / vm 10450 T WAP 2D -�--- �_.I__IDi____�1 - [''w"11 -, ■■III■■--.i--1i�.----.�1■■III■■��:'�■� +10._0„ 8 G3 + to' -0'' - O - 7 TKN0039 6 5 KEYNOTES TKN0039 (4) 4" C. TKNO450 PROVIDE 18" WIDE, 4" HIGH SOLID BOTTOM CABLE TRAY (CTS 18-4), PAINTED WHITE, SUPPORTED FROM CEILING/STRUCTURE. SEE SPEC SECTION 27 05 36. EXERCISE/FITNESS ROOM i to • I TELECOM/SERVER CLOSET 0 • 1-110 11 COVERED YARD UTILITY 1-115 • 1ELEC. MAIN ROOM PANEL 1-113 MECH ROOM 1-114 ❑ 111 ❑ lio 1 ,ii 4 3 2 PROJECT NORTH 1 CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number Project DATE 10/02/2024 ISSUE DESCRIPTION 50% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 1 0th Street, Suite 201 Oakland, CA 94607 Smith, = Fause McDonald Inc. M. = 351 Bth Street awl Francisco, CA 94103 [415/ 25544140 Fax (4157 255.91 &1 Www-simi.com ink shni.com SKA Project Number: 2020096 Contractor OVERAA\\ Construction Drawing Title COMM FIRST FLOOR RCP - CLASSROOM BUILDING Drawing No. TN-1-131 NOT FOR CONSTRUCTION R Q P O N M L K J H G D 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT AKN0001 R128-2 c(0--) R 128-1 TELECOM/STRV CLOSE OOI TKN2050 R15-2 R15-1 0 COMMUNICATIONS TELECOM/SERVER CLOSET 1-110 ENLARGED PLAN 1/2" = 1-113.1 HVAC CHILLER G3 TYP. TKN2027 COMMUNICATIONS TELECOM/SERVER CLOSET 1-110 RCP 1/2" = 1'-0" R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P N L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Smith, Drawing Title Fause COMM.TELECOM/SERVER McDonald Inc. CLOSET 1-110 ENL. 351 Bth 9treat San Francisco, CA94103 (415)25544140 Fax (415 255.9180 PLAN & RC P Www.6imi.com inkasfmi.com Drawing No. TN-1-401 A SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 21 20 20 19 VOICE JACK 18 r o [][] m®m ® A B -- [ ][ ] C D 4— 0 2D OUTLET 12" ?LE kR 1V OUTLET 19 18 SUGG 17 PROVIDE BLANK COVERS 12" CLEAR 17 16 VOICE JACK TEL HANDSET IS N.I.C. WALL MOUNTED TEL. MOUNTING STUDS PROVIDE STAINLESS STEEL PLATE. PROVIDE RJ-45 CAT.6A JACK Fi. 16 15 3D OUTLET 15 14 13 12 VOICE JACK 11 4D OUTLET 10 '.l �f i�,1` �"• f -.� �... lv `fA f) J �i l". �.- �... �lv �� VII. 1 ___11,--mi --Now ---- " I , . • .: : .. . , Junction Boxes placed / Note: 14 connected by slack Flexible Conduit as shown Mastic coat around entire exterior of Junction Box Acoustical Sealant to fill gap between Junction Box and Gyp Board. Gyp Board shown cut away. Batt Insulation not shown for clarity. treated as shown, shall be installed at all service openings including low voltage. 0 1i=ht'i[]2 D1 D2 -�; 3i', t,; o — u i [] a 4 D1 D2 CD ACOUSTIC SEALANT & INSULATION AT INTERIOR PARTITIONS 13 12 11 10 1/4" maximum gap to be filled with acoustical sealant. Flexible Conduit between J-Boxes. 9 8 7 4 SHEET NOTES RECEPTACLE ELEVATIONS ARE PROVIDED AS A CONVENIENCE FOR THE CONTRACTOR ONLY. RECEPTACLE ELEVATIONS GENERALLY REFLECT DESIGN BASIS OR SYSTEMS DESIGN BASIS ALTERNATES. CONTRACTOR TO COORDINATE ELEVATION WITH ALTERNATE SUBMITTED. RECEPTACLE ELEVATIONS MAY BE INCOMPLETE, REFER TO RECEPTACLE SCHEDULE FOR COMPLETE DETAILS. WHERE RECEPTACLE ELEVATIONS AND RECEPTACLE SCHEDULE CONFLICT. RECEPTACLE SCHEDULE TAKES PRECEDENCE OVER RECEPTACLE ELEVATIONS. KEYNOTES TKN TELECOMMUNICATIONS SYSTEMS, WORK OF DIVISIONS 27. LABEL THE OUTLET WITH THE IDF ROOM NUMBER, STATION NUMBER, JACK LETTER (EXAMPLE "132-1-A" WHERE "132" IS THE IDF, "1" IS THE STATION NUMBER "A" IS THE JACK LETTER. TKN2 LABEL THE CABLE AND PATCH PANEL PORTS. MATCH THE JACKS LABEL. TKN3/ PROVIDE 12" CLEAR ON ALL SIDES IN ORDER TO MOUNT THE TEL HANDSET. COORDINATE WITH ELECTRICAL AND SECURITY CONTRACTORS. HANDSET IS N.I.C. [52.3] TWO PORT SMB FRONT VIEW REAR VIEW FIBER PATCH PANEL 6 5 4 3 2 1 CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number Project DATE 10/02/2024 ISSUE DESCRIPTION 50% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 1 0th Street, Suite 201 Oakland, CA 94607 Smith, = Fause McDonald Inc. s = 351 Bth Street awl Francisco, CA 94103 (415)25544140 Fax (4157 255.91 &1 Www.6imi.com ink stmi.com SKA Project Number: 2020096 Contractor OVERAA\.\ Construction Drawing Title DETAILS - DEVICES Drawing No. R Q P O N M L K J H G D TN-901 A NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT LC) 23.5" 0 0 000 000 000000000 \ R15 TOP VIEW 1 Lo 24" R15 FRONT VIEW co 1 "=1'-0" 1 "=11-0" u7 N 12" WIRE MANAGER TOP VIEW 0 0 00 0 0 00 _ 0 0 0 0 9.6" 15.0" Go R15 SIDE VIEW 1 "=11-0" 1 "=1'-0" 12" 9 01 k ISOMETRIC WIRE MANAGER FRONT VIEW 1 "=1'-0" NTS EXCEPT AS OTHERWISE DIRECTED, PLACE ANY BLANK PANELS AS NEAR TO THE TOP OF THE RACK AS POSSIBLE LOAD HEAVY EQUIPMENT (UNINTERUPTED POWER SUPPLIES, POWER AMPLIFIERS, ETC.) AS NEAR TO THE BOTTOM OF THE RACK AS POSSIBLE SECURELY FASTEN RACK TO FLOOR WITH ANCHOR BOLTS, 1/2" ` HILT! KB-TZ WITH 3-1/4" EMBED 1 AT EACH CORNER, MIN. C7� RACK LOADING DETAILS 1 "=1'-0" R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P N L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 1 0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Smith, = Fause 0. a McDonald Inc. 351 Bth Street awl Francisco, CA 94103 [415/ 25544140 Fax (4157 255.91 &1 Www.6imi.com ink stmi.com Drawing Title DETAILS - RACK R15 Drawing No. TN-902 SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 21 20 20 19 18 ° o®®� o o. 1 ° ° 0 0 Da 00 0 00 0 00 0 00 0 00 ° 0 Da 0 00 0 00 0 00 0 00 0 0� 0 . ° - ° 0®®0 �®®- 17 VIEWS SHOWN WITH 1.473 REAR DOOR REMOVED 19 18 16 15 14 TOP OPENING DIMENSION WITH FAN TOP REMOVED 000000000000000000000 00000000000000000000 000000000000000000000000000®000 TKN 1) iI it it i1 iJ L11 11 , 13 2 RACKSPACE REMOVABLE SERVICE PLATE BOTTOM VIEW RACK R28 DETAILS AND ELEVATIONS 17 16 15 14 13 12 11 0 19" PANEL WIDTH 0 v 12 11 10 GRILL FOR 10" FAN (FAN NOT INCLUDED) OPENING 2.250 X 3.000 (21X THIS SIDE 17X OTHER SIDE) CABLE DUCT 10 9 SOLID HINGED DOOR WITH 4 POINT MAGNETIC CLOSURE 8 SECURELY FASTEN RACK TO FLOOR WITH ANCHOR BOLTS, 3/8"E HILT! KWIK BOLT I I WITH 2 1/2" EMBED 1 AT EACH CORNER, MIN. 7 6 5 4 5-20R DEDICATED QUAD RECEPTACLE IN 4S BOX WITH UTILITY COVER. TELECOMMUNICATIONS SYSTEMS: WORK OF DIVISION 27. RACK RAILS, COMPLY WITH ANSI/EIA-310-D. POSITION ADJUSTABLE FRONT TO REAR. EXCEPT AS OTHERWISE DIRECTED, PLACE ANY BLANK PANELS AS NEAR TO THE TOP OF THE RACK AS POSSIBLE LOAD HEAVY EQUIPMENT (UNINTERUPTED POWER SUPPLIES, POWER AMPLIFIERS, ETC.) AS NEAR TO THE BOTTOM OF THE RACK AS POSSIBLE 3 2 1 CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number Project DATE 10/02/2024 ISSUE DESCRIPTION 50% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 1 0th Street, Suite 201 Oakland, CA 94607 Smith, = Fause McDonald Inc. s = 351 Bth Street awl Francisco, CA 94103 [415/ 25544140 Fax (4157 255.91 &1 Www.6imi.com ink stmi.com SKA Project Number: 2020096 Contractor OVERAA\\ Construction Drawing Title DETAILS - RACK R28 Drawing No. TN-903 NOT FOR CONSTRUCTION R Q P O N M L K J H G D 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT 1/2"O SIMPSON STRONG BOLT 2 W/2 3/4" EMBED, TYPICAL PAIR TKN3 BRACES @32' O.C. WITH 1/2"O SIMPS STRONG BOLT 2 ANCHOR INT UNDERSIDE OF METAL DECK & CONC FILL. CONNECT W 1/2"O SIMPSON STRONG BOLT 2 W/2 3/4" EMBED. TKN 1 SLEEVE NUT NUT AND LOCK WASHER PROVIDE EQUAL TO B-LINE 4" J-HOOK WITH QWIK-LATCH CABLE CONTINUES TO NEXT HANGER 5 CABLE SUPPORT ARMORED FIBER 1/4" THREADED ROD BLUE BANGER SDI 143812 3/8" ALL THREAD ROD @ 8'-0" 0.C. MAX. CABLE TRAY PER PLANS & SECTION 27 05 36 2'-0" MIN. 4'-0" MAX. HOLD DOWN CLAMP WITH 3/8" DIA HEAD BOLT AND SPRING NUT DECK FLUTE ANCHOR 1" MAX OFFSET TYP. / XX .o 2 TKN3 )@ 16'-0" OC MAX # B22 CHANNEL ROD STIFFENER WITH SC 228 ASSEMBLY. SPACE BOLTS IN THE SC 228 STIFFENER ASSEMBLY @ 12"O.C. MAX, TYP. CABLE TRAY SUPPORT TYPICAL "POWER FASTENERS" #50378 /1 1/4" (32mm) HEAD PIN WITH DOMED RIGHT ANGLE CEILING CLIP AND POST NUT ' ICC-REPORT #ESR-2024 (LOCATE FASTENER PER ICC REPORT) 36" Max. 1/4" Threaded Rod Length MAX. WEIGHT PER CONNECTION = 10 LBS J-HOOK MOUNTING DETAIL PROVIDE (2) CPI WALL BRACKET 10608-701 WITH (2) 1/4" DIA SCREWS TO BACKING. PROVIDE AT 20" MAX. NTS CABLE TRAY MOUNTED VERTICALLY NTS DISTANCE FROM TOP OF HANGER ROD TO FIRST BOLT OF CHANNEL ROD STIFFENER TYP. TOP AND BOTTOM. MAX WEIGHT OF LOADED CABLE TRAY = 30 #/FT. NTS L2X2X0.105" SUPPORT ANGLE W/ (2) J-BOLTS TO CABLE RUNWAY AND (2) 1/4" DIA. SCREWS TO BACKING TYPE "B" BACKING AT WALL, SEE ARCH STUD WALL, SEE ARCH 4-CABLE TRAY WALL ATTACHMENT • PROVIDE CPI U.L. CLASSIFIED JUNCTION KIT 16298-701 • AITC NTS } CABLE TRAY INTERSECTION DETAIL NTS 1/2"X 1-1/2" MACHINE SCREW, LOCK WASHER & NUT B-LINE B3080S-1/2 WELDING LUG B-LINE B650 1/2" DIA. SIMPSON STRONG BOLT 2 (ESR-3037) Metal Deck 1 1/4 1 (Min): LOAD KEYNOTES TKN COMMUNICATIONS SYSTEMS: COMPLY WITH DIVISION 27. (TKN1 B-LINE B11 CHANNEL. TKN2) B-LINE ADJUSTABLE HINGE B-335-2 LONGITUDINAL OR TRANSVERSE BRACE. TKN3 B-LINE B11 CHANNEL LONGITUDINAL OR TRANSVERSE BRACE. 1/2" X 1-1/4" HEX HEAD CAP SCREWS & N225W0 NUTS CN 1/2" X 1 1/4" HEX HEAD CAP SCREWS & N225W0 NUTS TKN3 LOAD LONGITUDINAL OR TRANSVERSE BRACE NTS R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 19th Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction = Smith, Fause McDonald Inc. 351 Bth Street awl Francisco, CA 94103 [415/ 25544140 Fax (4157 255.9180 Www.6imi.com ink stmi.com Drawing Title DETAILS - INTERIOR FASTENING Drawing No. TN-904 SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT 3'-4" 4"❑ TERM (16 PLACES) * = NOT SHOWN „ 1, -A -DUCT ,1 „ 3'-1" 5'-9" 0 0 \ I ' . 4" 5'-1' 0 39" 10" f 7,, 1'-3" TKN 1) TYP. ' BILL OF MATERIAL Item Product Description U.V. Code # Drawing # 1. 3'-0"x5'-0"x3'-0" BODY 0280110 PTS-002 2. 6" EXTENSION WITH TONGUE & GROOVE * 0280200 PTS-008 3. 12" EXTENSION WITH TONGUE & GROOVE * 0280190 PTS-009 O1dcastle PC. BOX 7IasantoR, CA. S. 6-0727 84X-3.58) ILITY VAULT CUMPANY, INC. 846-4904 PACIFIC BELL 13T O-' 66-90'x3-0" $T�,0`iDARD DETAIL UTILITY VAULT I\ llIV1�i IW 1 0N, CA U DRAWING THIS DOCUMENT IS THE PROPERTY OF THE RBIREINKLILTYCOMPANY. IT IS SUBMITTED FOR RQRHNWWDEONLY AND SHALL NOT BE USED IN ANY L IDNRIOUS To THE INTERESTS of SAID COMPANY. DRAWN TORTORELLI DATE 3/13/95 S.O.NO. XXXX NO. REV 0 PTS—OO1 REVISED TORTORELLI 1/8/98 WT NOT TO APPROVED SCALE SCALE SHEET OF 4" 10 1/4" 1'-7 3/4" 1'-7 3/4" 10 1/4" / / / f X d 4 a o SECTION <, a VIEW -A- 3' TKN1 ) 0 _ 0 I ►� / / TYP. 6 3/4" 1'-10 1 /2" 6 V 3/4" 0 ► _ _ + 11 " 7" / / / / �il 1t �� 1 _ �\ 0 0 °� SUMP / / Co 6" C° o \ co \ \ \ \ Co \ O + + 0 Co o 0 0 1"❑ GROUND ROD KNOCK -OUT (BLIND) (NOT SHOWN) 1'-3 1 /2" 1'-2 1 /2' 1'-2 1/2' 1'-3 1/2" 4ea. 3/4"❑ INSERTS - 4 FOR LIFTING, CASTEI:5' INTO OUTSIDE FACE / / / / / UNIT WEIGHT :3,810 # co / / (2 PER SIDE WALL) BILL OF MATERIAL Item Qty. Product Description U.V. Code # Drawing # 1. 16 4"11 TERM -A -DUCT (TWO STEP) 5140400 --- 2. 12 1/2"❑ PLASTIC INSERTS 5100400 --- 3. 4 7/8"❑ STANDARD PULL IRONS 5180120 --- 4. 4 3/4"❑ FERRULE LOOP INSEMOT SHOWN) 5100100 --- 5. 1 NON-METTALLIC 2900010 PTS-003 6. - 3'-0"x5'-0"x3'-0" REINFORCING DETAIL --- PTS-R01 P.0. BOX PAC IFIC B ELL — 3fi19-' (56-90"x3'-0" OTIMDARD LAYOUT DEVTAIC ODE # : 0280110 UTILITY VAULT E EENAgANTO N C A O1dcastle 7 8santsn, CA. l' 6-0727 0) UTILITY VAULT COMPANY, INC. 846-4904 DRAWING THIS DOCUMENT IS THE PROPERTY OF THE DRAWN DATE S.O.NO. NO. REV ICA IILLIIYCOMPANY. IT IS SUBMITTED FOR TORTORELLI 3 14/95 XXXX 0 RQRHWWWDEONLY AND SHALL NOT BE USED IN ANY M42R'1RIOUS TO THE INTERESTS OF SAID REVISED WT — CT TO PTS—OO2 COMPANY. SCALE SCALE SCALE SHEET OF TYPICAL UNDERGROUND VAULT r1_ISOMETRIC EXPLODED PLAN & LID 30 INCH MINIMUM DISTANCE TOP OF DUCT BANK TO GRADE DUCT STACKS SHALL RUN 30" MIN:. GRADE SURFACE 30 INCH MINIMUM DISTANCE TOP OF HIGHEST CORE HOLE TO GRADE STRAIGHT & PERPENDICULAR TO EXTERIOR VAULT FACE FOR A MINIMUM DISTANCE OF 10 FEET PRIOR TO ENTERING VAULT .COMMUNICATIONS� - -BACKBONE DUCT STACKS DUCT STACKS SHALL DESCEND (OR ASCEND DEPENDING ON GRADE) AT A POINT 30 FEET PERPENDICULAR TO EXTERIOR FACE OF VAULT. 2' NTS Item 1. BILL OF MATERIAL Product Description 3'X5' (NOM) GALVANIZED CHECKER PLATE, PEDESTRIAN RATED TORSION ASSIST COVER WITH ADJUSTABLE FRAME 2. 3'X5' (NOM) GALVANIZED CHECKER PLATE, FULL TRAFFIC RATED TORSION ASSIST COVER WITH ADJUSTABLE FRAME U.V. Code # Drawing # 2040270 2040260 Oldcastle P.O. BOX 727 Pleasanton, CA. 94566-0727 (510)846-8183 UTILITY VAULT COMPANY, INC. FAX: (510) 846-4904 THIS DOCUMENT IS THE PROPERTY OF THE UTILITY VAULT COMPANY. IT IS SUBMITTED FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED IN ANY WAY INJURIOUS TO THE INTERESTS OF SAID COMPANY. DRAWN TORTORELLI DATE 5/9/95 S.O.NO. XXXX DRAWING NO. REVISED WT. PTS-01 0 REV APPROVED SCALE NOT TO SCALE SHEET OF �..• 30" . MtN.:- PACIFIC BELL - PTS-3660 3'-0"x5'-0" (NOMINAL) STEEL COVER ASSEMBLIES UTILITY VAULT COMPANY PLEASANTON, CA COMMUNICATIONS BUILDING ENTRANCE DUCT STACK DUCT TRENCH BURIED. 30" MIN. BELOW GRADE COMMUNICATIONS VAULT SECTION .:EARTH • DUCTS SHALL BE ALIGNED . PERPENDICULAR TO CORE - HOLES 10 FEET FROM EXTERIO FACE OF VAULT.. 2FOOT DEEP GRAVEL BED 30' DUCT.STACKS SHALLBE-ALIGNED . (OR ASCEND DEPENDING ON GRADE) AT A POINT 30 FEET PERPENDICULAR TO EXTERIOR FACE OF VAULT... COMMUNICATIONS DUCT SWEEP & ELEVATION VAULT APPROACH NTS NOTES: 1. BACKFILL IN TRENCH NOT SHOWN FOR CLARITY. REFER TO THE CIVIL PLANS. 2. CONTRACTOR SHALL LAY A TWO FOOT DEEP GRAVEL BED BELOW FLOOR OF NEW VAULT. 30" MIN. KEYNOTES TKN COMMUNICATIONS SYSTEMS COMPLY WITH DIV. 27 (TKN1) BELL END ENTRY DUCT TERMINATIONS. TKN2) PROVIDE INTEGRAL FRAME ELEMENT TO RECEIVE LBNL'S VAULT NUMBER. REFER TO THE DRAWINGS FOR THE VAULT NUMBER ASSIGNED TO EACH (N) VAULT INSTALLED UNDER THE WORK OF THIS PROJECT. APPLY VAULT NUMBER TO A 1/2" TALL GREEN OR BLACK LAMACOID LABEL RIVETED TO FRAME OR VAULT LID. ALTERNATIVELY, CAST NUMBER INTO VAULT COVER OR WELD ON THE FACE OF DIAMOND PLATE LID. R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P N L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Smith, = Fause McDonald Inc. sal = 351 Bth Streat San Francisco, CA 94103 (415/ 2551 544140 Fax (41255.91&1 Www.6fLnhi.Coin ink stmi.com Drawing Title DETAILS - COMMUNICATIONS VAULT Drawing No. TN-905 A SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT COVER AS SPECIFIED. PROVIDE VAULT SECTIONAL HINGE AT ALL VAULTS LARGER THAN 24"X36" STEEL FRAME CAST -IN TO RECEIVE COVER D GALV. PULL IRON 2 PLACES SUMP KNOCKOUT, KNOCK OUT & SET IN GRAVEL TO DRAIN. BOX CONSTRUCTION AS SPECIFIED TYPICAL UNDERGROUND VAULT ISOMETRIC COMPACTED FILL IIIIII —IIIIII —III II III =III— —III— —III— —IIII III— III— II-11 III IIIIII III II II 111i11_1ii111 - IIII II EWE 11-111-1 % GRAVEL, 12" MINIMUM DEPTH CONCRETE VAULT KTKN1) CONDUIT W/BELL END, GROUT IN HANDHOLE WALL, TYP. '°°° o600�0�°*, °°oow O`oo :o o��o ;a00000000�0 00� sneo50opOcPo 000°°0°000��0°0o °cP °o°o °oo ooe 11- f1� ro NTS 1" AT UNPAVED AREAS FLUSH AT PAVED AREAS I -I I I- III I —IIIIII =1111111111==1111111111=111 — I 1I— I — I 1I— — III- - —I 1I— III III — I 1I— I11111-1 L...1 H I 1-111111111111111 III III III III III III III III III I I I —I I I — REFER TO PLANS FOR CONDUIT QUANTITY CORE DRILL SUMP OPENING (2� TYPICAL UNDERGROUND VAULT SECTION REFER TO PLANS FOR CONDUIT SIZE AND QUANTITY NTS EXAMPLE OF PROPER DUCT ROUTING COMMON TRENCH CONTAINING DUCT STACKS EARTH C HI 11 -111- 11-11 -11 -1 DUCT STACKS SHALL BE STRAIGHT FORA MINIMUM OF 5 FEET WHEN ENTERING OR EXITING A PULLBOX. TYPICAL COMMUNICATIONS VAULT I I —I I I 1 1 I II 11 1 1 11 1 1I 1 1I 1 F PRIOR TO TRENCH BACKFILLING: 1) INSURE PVC END BELL IS IN PLACE. 2) INSURE PULLBOX IS COMPLETELY SEALED. EARTH COMMON TRENCH CONTAINING DUCT STACKS PLAN VIEW 5' I I —I I I —I I I—1 I PLAN VIEW KEYNOTES TKN COMMUNICATIONS SYSTEMS COMPLY WITH DIV. 27 K TKN1) BELL END ENTRY DUCT TERMINATIONS. DUCT STACKS SHALL LEAVE 5 FEET OF STRAIGHT DUCT MIN. PERPENDICULAR TO CORED ENTRANCE OF PULLBOX PRIOR 5' TO BEGINNING SWEEP. 5 FOOT MINIMUM RADIUS IN ANY GIVEN SECTION OF THE 90 DEGREE DUCT SWEEP. PRODUCED 20 FOOT LENGTHS OF 4 INCH & 3 INCH CONDUIT. THE TOTAL SWEEP RADIUS SHALL BE DETERMINED BY THE MAXIMUM NATURAL BENDING CAPABILITY OF EACH 20 FOOT SECTION. PVC CONDUITS SHALL NOT BE HEATED TO PRODUCE A LARGER BEND. MANUFACTURER SUPPLIED BENDS SHALL BE USED AND CUT TO ACHIEVE FINAL BEND. FOR PARTIAL SWEEP ANGLES, 20 FOOT SECTONS SHALL BE USED TO PRODUCE THE DESIRED TOTAL BEND. HOWEVER, THE TOTAL SWEEP RADIUS SHALL BE DETERMINED BY THE MAXIMUM NATURAL BENDING CAPABILITY OF A 20 FOOT SECTION OF CONDUIT. PVC CONDUITS SHALL NOT BE HEATED TO PRODUCE A LARGER BEND. MANUFACTURER SUPPLIED BENDS SHALL BE USED AND CUT TO PRODUCE A TIGHTER BEND. TYPICAL COMMUNICATIONS VAULT COMMON TRENCH CONTAINING DUCT STACKS NOTES: COMMON TRENCH CONTAINING DUCT STACKS 1. COMPLETE BACKFILL IN TRENCH NOT SHOWN FOR CLARITY CONTRACTOR REFER TO DETAILS. 2. TOP OF DUCT STACKS SHALL BE BURIED A MINIMUM OF 36 INCHES BELOW GRADE. 3. PRIOR TO FINAL ACCEPTANCE OF DUCT WORK INSURE MANDRAL TEST OF EACH DUCT HAS BEEN COMPLETED. REFER TO SECTION 270543. EXAMPLE OF IMPROPER DUCT ROUTING n I COMMUNICATIONS DUCT (3�_ SWEEP & APPROACH AT VAULT NTS EARTH COMMON TRENCH CONTAINING DUCT STACKS R Q ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P 0 N M L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVTQA,&t Construction = Smith, Fause McDonald Inc. 351 Bth Street awl Francisco, CA 94103 [415/ 25544140 Fax (4157 255.9180 Www.6imi.com ink stmi.com Drawing Title DETAILS - COMMUNICATIONS VAULT Drawing No. TN-906 SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 181 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT KN7 1 ( C9 TKN2 TKN6 —I—I 1 I —I 1 I —I 1 I —I 1 I —I 1 I —I 1 I —I I —I 1 I —I 1 I —I 1 I —I 1 I —I 1 I —I 1 I-1 1=11 HI 1 HI I ICI I HI 1 HI 1 HI I —I 1 I —I 1 I —I 11-11 I —I 1 I —I 1 I —I =1=111=1� III-11 111=111=111=111=1 111=111 1=III=111=III=III=III=III=1 1-111-111-111-111-111-111-1 1=111=111=111=111=111=111=1 1=III=111=III=III=III=III=1 1=111=111=111=111=111=111=1 1=III=1�1=1�1=1�1= 1=1�1-1 MIN ( clo (TKN1 K TKN4 N U TKN3 TRENCH IN EARTH SECTION CONCRETE ENCASED �I_III 1=1 �I 1 I COMPACTED FILL II IIII II II — II III— Tii. 1I1= I —I III_ 1_I 1- o ° 1 ° 0°°000 °0 00,°) ▪ ° o oo �°- 0 ° —111 oOGo Co°DODO°0 o°eq'�000°° o°°o �° o°° 000° :H _� / 0 ••�� , Ooo°o 0°00 CONCRETE VAULT CONDUIT W/BELL END, GROUT IN HANDHOLE WALL, TYP. GRAVEL, 6" MINIMUM DEPTH CORE DRILL SUMP OPENING NTS 1" AT UNPAVED AREAS Tr FLUSH AT PAVED AREAS -1 I I I 11 11- r • III IIII REFER TO PLANS FOR CONDUIT QUANTITY l l IIII I I III— 1 —11= HIE I— .. doe-11- II' • oo°000°oo�°o�o°°ODo°°°6I I _0�o$o1 ,;ig9 o..:'00 , o� 1 1 0o°00°Oo°000 0°40°00.04 00 mot° ��°0°°,,° l °° ao0 00 0�° �0�� ri 1II III —II. g °�o ° o° �o I I I I o°�,°oo II II • ° II oPoo o °°oe$000=1 on0000 11 o°° 0 0 0°00° �.00 �a ®°oIII �° Bc4�o g°000°DODO 0 oO,0.0 00 o6— 1 Io0oo °°a° odbo o°o00°0000— eo°° o 000°00° ° o �o � °°°° ego �o 3,°`°°g og°o� III —III —III °wooe a�,o0 • o°o°oo ° • o ° 0= �o o B® d 11 ` � °��¢o, oo � o°o°o° 1 pV O°0°p °OoOO°OO PROVIDE 30" DEEP x 8" DIAMETER DRY WELL, FILLED WITH GRAVEL TYPICAL PULLBOX SECTION REFER TO PLANS FOR CONDUIT SIZE & QUANTITY NTS CV 0 SEE NOTE C6 C4 SEE NOTE( C5 C3 C4 III III II III 111 III 11 III 111 III 11 III 111 III TKN5 C9 TKN2 TKN6 111 4 TKN4 C11 C8 TKN7 TKN 1 C10 z 2 M TKN3 TRENCH IN ASPHALT PAVEMENT SECTION —CONCRETE ENCASED NTS COMMUNICATIONS CONDUIT. SEE SCHEDULE, SHEET T200A FOR NUMBER AND SIZE. 12" MIN. LEARANCE CV zz a N Q J IIII IIII II III III III I GAS PIPING PER DIVISION 15. ELECTRICAL POWER CONDUIT. PER DIVISION 26. L SAND, 6" MINIMUM DEPTH TRENCH SECTION — MINIMUM CLEARANCE REFER TO PLANS FOR CONDUIT SIZE & QUANTITY NTS KEYNOTES C CIVIL - COMPLY WITH DIVISION 2 C1 ) EXISTING SURFACE. C2 ) MINIMUM COVER UNLESS OTHERWISE NOTED. C3 ) ASPHALT CONCRETE. COMPLY WITH SECTION 32 12 16-ASPHALT CONCRETE PAVEMENT. USE PAVEMENT CUTTING TOOL TO OBTAIN A NEAT LINE. C4 C5 C6 ( c7 C8 ( c9 EXCAVATIONS 12" OR LESS IN WIDTH: PAVING SHALL BE CUT 12" GREATER THAN THE LENGTH AND WIDTH OF THE EXCAVATION, MEASURED 6" FROM EACH SIDE OF THE EXCAVATION. EXCAVATIONS WIDER THAN 12" IN WIDTH: PAVING SHALL BE CUT 24" GREATER THAN THE LENGTH AND WIDTH OF THE EXCAVATION, MEASURED 12" FROM EACH SIDE OF THE SIDE OF THE EXCAVATION. ON -SITE MATERIAL (NATIVE BACKFILL) COMPACT TO 95% OF MAXIMUM DRY DENSITY. ASPHALT CONCRETE. TYPICAL 4" THICKNESS FOR STREETS. TYPICAL 3" THICKNESS FOR BIKES PATH, A.C. SIDEWALKS AND PARKING LOTS. COMPLY WITH SECTION 32 12 16- ASPHALT CONCRETE PAVEMENT. AGGREGATE BASE, CLASS 2. TYPICAL MINIMUM THICKNESS 8". STRUCTURAL CONCRETE WITH ORANGE DYE AT TOP. C10 \ TRACER WIRE, SOLID COPPER CORE, MINIMUM NUMBER 10 AMERICAN WIRE GUAGE (AWG). PROVIDE AT LEAST 2 FOOT LOOP COILED AT AN ACCESSIBLE LOCATION IN HAND HOLE AND INSIDE BUILDING TO ALLOW ATTACHMENT OF TONE TRACING EQUIPMENT. TKN COMMUNICATIONS SYSTEMS, WORK OF DIV. 27 TKN1 PVC CONDUIT, SCHEDULE 40. SEE PLANS FOR SIZE AND QUANTITY. TKN2) DUCT SPACER, SIZE TO MATCH CONDUIT. TKN3) RE -BAR HOLDER. TKN4) No.4 BAR, APPROXIMATELY 3 FEET LONG. TKN5 1#12 SOLID CORE COPPER TRACER WIRE. TKN6 SPACE AT APPROXIMATELY 3 SPACERS PER 20 FEET OF DUCT RUN. TKN7 MARKER TAPE. PROVIDE 1 MARKER TAPE PER 12 INCH WIDTH OF EXCAVATION, OR FRACTION THEREOF. R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P N L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Smith, = Fause McDonald Inc. - = 351 Bth Street awl Francisco, CA 94103 [415/ 25544140 Fax (4157 255.918 Www.6imi.com ink stmi.com Drawing Title TRENCH SECTIONS Drawing No. TN-907 SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT Guide XHEZ Through -Penetration Firestop Systems A A System No. W-J-1025 F-Rating - 2 Hr T-Rating - 0 Hr L Rating At Ambient - Less Than 1 CFM/sq ft L Rating At 400 F - Less Than 1 CFM/sq ft Section A -A Guide XHEZ (W-J-1025 - B Card) Through -Penetration Firestop Systems (Cont'd from W-J-1025 - A Card) System No. W-J-1025 December 17, 1996 F Rating - 2 Hr T Rating - 0 Hr L Rating At Ambient - Less Than 1 CFM/sq ft L Rating At 400 F - Less Than 1 CFM/sq ft December 17, 1996 W-J-1025 - A Card (Cont'd on W-J-1025 - B Card) 1. Wall Assembly - Min 6 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 6 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. Through Penetrants - One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. The annular space within the firestop system is dependent upon the type of through penetrant, use of the packing material, and type and thickness of fill materials as tabulated in Item 3B. Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe - Nom 4 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe - Nom 4 in. diam (or smaller) cast or ductile iron pipe. C. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic tubing or rigid steel conduit. D. Copper Tubing - Nom 4 in. diam (or smaller) Type L (or heavier) copper tubing. E. Copper Pipe - Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe. 3. Firestop System - The firestop system shall consist of the following: A. Packing Material - Pipe and Equipment Covering Materials* - Nom 1 in. thick by min 2-1/2 in. long hollow cylindrical heavy density (min 3.5 pcf) unfaced glass fiber units wrapped around pipe and secured together by means of No. 24 AWG steel tie wire on both sides of the wall. Packing material shall be recessed from both surfaces of wall as required to accommodate the required thickness of fill material. The use of packing material within the firestop system is dependent upon the type of through penetrant and type and thickness of fill material within the firestop system used as tabulated in Item 3B. See Pipe and Equipment Covering - Materials (BRGU) - category in the Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specification and bearing the UL Classfication Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. B. Fill, Void or Cavity Material* - Caulk or Putty - Fill material applied within the annulus, on both surfaces of wall. Additional fill material to be installed such that a min 1/4 in. crown is formed around the through penetrant. At the point contact location between through penetrant and concrete, a min 3/8 in. diam bead of fill material shall be applied at the concrete/through penetrant interface on both surfaces of wall. The type and thickness of fill material is dependent upon the type of through penetrant, annular within the firestop system and use of packing material within the firestop system as tabulated below: TYPE OF THROUGH PENETRANT NOM ANNULAR SPACE IN. MIN. MAX. ANNULAR IN. USE OF PACKING MTL. TYPE OF MTL. MIN THKNS OF FILL MTL IN. STEEL OR IRON PIPE 0, 1-1/2 OPTIONAL SEALANT 5/8 STEEL OR IRON PIPE 3/4 _ REQUIRED PUTTY 3/4 STEEL CONDUIT OR TUBING _ 0, 1-1/2 OPTIONAL SEALANT 5/8 Guide XHEZ Through -Penetration Firestop Systems System No. C-AJ-1259 F-Rating - 3 Hr T-Rating - 0 Hr A A Guide XHEZ (C-AJ-1259 - B Card) Through -Penetration Firestop Systems (Cont'd from C-AJ-1259 - A Card) System No. C-AJ-1259 March 09, 1999 F Rating - 3 Hr T Rating - 0 Hr March 09, 1999 C-AJ-1259 - A Card Section A -A (Cont'd on C-AJ-1259 - B Card) 1. Floor or Wall Assembly - Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. Floor may also be constructed of any min 6 in. thick UL Classified hollow -core Precast Concrete Units*. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 7 in. See Concrete Blocks (CAZT) and Precast Concrete Units (CFTV) categories in the Fire Resistance Directory for names of manufacturers. 2. Through Penetrants - One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. The annular space between the pipe, conduit or tubing and the periphery of the opening shall be a min of 0 in. (point contact) to a max of 3 in. Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes, conduit or tubing may be used: A. Steel Pipe - Nom 6 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe - Nom 6 in. diam (or smaller) cast or ductile iron pipe. C. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic tubing or steel conduit. D. Copper Tube - Nom 4 in. diam (or smaller) Type L (or heavier) copper tube. 3. Fill, Void or Cavity Material*- Sealant Min 1 in. thickness of fill material applied within the annulus, flush with both surfaces of floor or wall. At the point contact location between penetrating item and concrete, a min 3/8 in. thick bead of fill material shall be applied at the concrete/penetrating item interface and on both surfaces of floor or wall. SPECIFIED TECHNOLOGIES INC - SpecSeal 100, 101, 102 or 105 Sealant. *Bearing the UL Classification Marking NW — A A xsm1.12,gc;System No. W-L-1029 s*;(Formerly System No. 467) F Ratings - 1 and 2 Hr (See Item 1B) T Rating - 0 Hr L Rating At Ambient - Less Than 1 CFM/sq ft L Rating At 400 F - Less Than 1 CFM/sq ft b0.25,a0.25; Section A -A Guide XHEZ (W-L-1029 - B Card) Through -Penetration Firestop Systems (Cont'd from W-L-1029 - A Card) System No. W-L-1029 December 16, 1994 (Formerly System No. 467) F Ratings - 1 and 2 Hr (See Item 1 B) T Rating - 0 Hr L Rating At Ambient - Less Than 1 CFM/sq ft L Rating At 400 F - Less Than 1 CFM/sq ft 1. Wall Assembly - The 1 or 2 h fire rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 and U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC. B. Gypsum Board* - 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 6 in. The hourly F rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrants - One metallic pipe, conduit or tubing to be centered within the firestop system. A nom annular space of 3/4 in. is required within the firestop system. Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe - Nom 4 in. diam (or smaller) Schedule 5 (or heavier) steel pipe. B. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic tubing or steel conduit. C. Copper Tubing - Nom 4 in. diam (or smaller) Type L (or heavier) copper tubing. D. Copper Pipe - Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe. 3. Firestop System - The firestop system shall consist of the following: A. Packing Material - Min 1 in. thickness of min 3.5 pcf fiberglass insulation shall be wrapped around the through -penetrant and secured together by means of No. 24 AWG steel tie wire. Packing material shall be centered at mid -depth of opening and recessed from both surfaces of wall assembly required to accommodate the required thickness of fill material. B. Fill, Void or Cavity Material* - Caulk or Putty - In 2 hr fire rated assemblies min 3/4 in. thickness fill material applied within the annulus, flush both surfaces of wall. Additional fill material to be installed such that a min 1/4 in. crown is formed around the penetrating item. In 1 h fire -rated assemblies, min 5/8 in. thickness of fill material applied within annulus on both surfaces of wall. Additional fill material to be installed such that a min 3/8 in. crown is formed around the penetrating item and lapping 1 in. beyond the periphery of the opening. SPECIFIED TECHNOLOGIES INC - SpecSeal 100, 101 or 105 Sealant and SpecSeal Putty *Bearing the UL Classification Marking Guide XHEZ Through -Penetration Firestop Systems October 04, 2000 W-J-3170 - A Card System No. W-L-3170 F Ratings - 1 and 2 Hr (See Item 1) T Ratings - 1/4 and 1 Hr (See Item 3A) —A *V***` eesi .... • i ..•• .oil • imp Guide XHEZ (W-L-3170 - B Card) Through -Penetration Firestop Systems (Cont'd from W-L-3170 - A Card) System No. W-L-3170 October 04, 2000 F Ratings - 1 and 2 Hr (See Item 1) T Ratings - 1/4 and 1 Hr (See Item 3A) Section A -A (Cont'd on W-J-3170 - B Card) 1. Wall Assembly - The 1 or 2 hr fire -rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 3-5/8 in. wide and spaced max 24 in. OC. B. Gypsum Board* - Thickness, type, number of layers and fasteners as specified in the individual Wall and Partition Design. Max diam of opening is 6 in. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Steel Sleeve - Cylindrical sleeve fabricated from 0.0125 in. thick (30 gauge) galv sheet steel and having a min 2 in. lap along the longitudinal seam. Length of the sleeve to be equal to or max 2 in. greater than the thickness of the wall. Sleeve installed by coiling the sheet steel to a diam smaller than the through opening, inserting the coil through the opening and releasing the coil to let it uncoil against the circular cutouts in the gypsum wallboard layers. The ends of the steel sleeve shall be flush with or extend a max 1 in. beyond each surface of the wall. As an alternate, steel sleeve may consist of nom 6 in. diam (or smaller) Schedule 5 (or heavier) steel pipe sleeve friction -fitted into circular cutouts in the gypsum board layers. The ends of the steel sleeve shall be flush with or extend a max 1 in. beyond each surface of the wall. 3. Cables - Max 4-1/2 in. diam tight bundle of cables to be installed eccentrically or concentrically within the opening. The annular space between the cables and the periphery of the opening shall be min 0 in. (point contact) to max 1-1/2 in. Cable bundle to be rigidly supported on both sides of the wall assembly. The following types and sizes of cables may be used: A. Max 200 pair No. 24 AWG (or smaller) copper conductor with polyvinyl chloride (PVC) insulation and jacketing material. B. Max 1/C No. 350 kcmil (or smaller) copper conductor cable with cross -linked polyethylene (XLPE) jacket. C. Max 7/C No. 12 AWG (or smaller) copper conductor power and control cables with XLPE or PVC insulation with XLPE or PVC jacket. D. Max 3/C No. 2/0 AWG (or smaller) copper or aluminum conductor SER cables with PVC insulation and jacket. E. Max 3/C No. 2/0 AWG (or smaller) copper conductor PVC jacketed aluminum clad or steel clad TEK cable. F. Max 110/125 fiber optic (F.0.) cable with PVC insulation and jacket. G. Max 3/C with ground No. 8 AWG (or smaller) copper conductor NM cable (Romex) with PVC insulation and jacket. H. Max RG/U coaxial cable with fluorinated ethylene insulation and jacket. I. Max 4 pair No. 24 AWG (or smaller) copper conductor data cable with Hylar jacket and insulation. 3A. Through Penetrating Product* - As an alternate to the cables (Item 3), max 4-1/2 in. diam tight bundle of max 4/C No. 2/0 AWG (or smaller) aluminum or steel Armored Cable+ or Metal Clad Cable+ installed within the opening. Annular space between through -penetrating products and periphery of opening to be min 0 in. (point contact) to max 1-1/2 in. Through penetrating product rigidly supported on both sides of wall assembly. When Armored Cable or Metal Clad Cable is used, T Rating is 1/4 hr. AFC CABLE SYSTEMS INC 4. Firestop System - The firestop system shall consist of the following: A. Packing Material - Min 1 in. thickness of 4 pcf mineral wool batt insulation compressed and tightly packed into each end of sleeve. Recess packing material as required to accommodate fill material (Item 4B). B. Fill, Void or Cavity Material* - Sealant - Min 1/2 in. thickness of fill material applied within annulus, flush with each end of steel sleeve. At point contact location, min 1/4 in. diam bead of fill material applied at cable bundle/steel sleeve interface on both sides of wall. SPECIFIED TECHNOLOGIES INC - SpecSeal LCI Sealant *Bearing the UL Classification Marking Guide XHEZ Through -Penetration Firestop Systems —A A October 04, 2000 W-L-3169 - A Card System No. W-L-3169 F Ratings - 1 and 2 Hr (See Item 1) T Ratings - 1/4 and 3/4 Hr (See Item 2A) Section A -A (Cont'd on W-L-3169 - B Card) Guide XHEZ (W-L-3169 - B Card) Through -Penetration Firestop Systems (Cont'd from W-L-3169 - A Card) System No. W-L-3169 October 04, 2000 F Ratings - 1 and 2 Hr (See Item 1) T Ratings - 1/4 and 3/4 Hr (See Item 2A) 1. Wall Assembly - The 1 or 2 hr fire -rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 3-5/8 in. wide and spaced max 24 in. OC. B. Gypsum Board* - Thickness, type, number of layers and fasteners as specified in the individual Wall and Partition Design. Max diam of opening is 5 in. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Cables - Max 4-1/2 in. diam tight bundle of cables to be installed eccentrically or concentrically within the opening. The annular space between the cables and the periphery of the opening shall be min 0 in. (point contact) to max 1/2 in. Cable bundle to be rigidly supported on both sides of the floor or wall assembly. The following types and sizes of cables may be used: A. Max 200 pair No. 24 AWG (or smaller) copper conductor with polyvinyl chloride (PVC) insulation and jacketing material. B. Max 1/C No. 350 kcmil (or smaller) copper conductor cable with cross -linked polyethylene (XLPE) jacket. C. Max 7/C No. 12 AWG (or smaller) copper conductor power and control cables with XLPE or PVC insulation with XLPE or PVC jacket. D. Max 3/C No. 2/0 AWG (or smaller) copper or aluminum conductor SER cables with PVC insulation and jacket. E. Max 3/C No. 2/0 AWG (or smaller) copper conductor PVC jacketed aluminum clad or steel clad TEK cable. F. Max 110/125 fiber optic (F.0.) cable with PVC insulation and jacket. G. Max 3/C with ground No. 8 AWG (or smaller) copper conductor NM cable (Romex) with PVC insulation and jacket. H. Max RG/U coaxial cable with fluorinated ethylene insulation and jacket. I. Max 4 pair No. 24 AWG (or smaller) copper conductor data cable with Hylar jacket and insulation. 2A. Through Penetrating Product* - As an alternate to the cables (Item 2), max 4 in. diam tight bundle of max 4/C No. 2/0 AWG (or smaller) aluminum or steel Armored Cable+ or Metal Clad Cable+ installed within the opening. Annular space between through -penetrating products and periphery of opening to be min 0 in. (point contact) to max 1 in. Through penetrating product rigidly supported on both sides of floor or wall assembly. When Armored Cable or Metal Clad Cable is used, T Rating is 1/4 hr. AFC CABLE SYSTEMS INC 3. Fill, Void or Cavity Material* - Sealant - Min 5/8 in. thickness of fill material applied within annulus, flush with both surfaces of wall assembly. Sealant to be forced into interstices of cable bundle to max extent possible. At point contact location, min 1/4 in. diam bead of fill material applied at cable bundle/gypsum board interface on both surfaces of wall. SPECIFIED TECHNOLOGIES INC - SpecSeal LCI Sealant *Bearing the UL Classification Marking COORDINATE THROUGH PENETRATION ASSEMBLIES W/ FIRE RATED PARTITIONS AS SHOWN ON THE ARCHITECTURAL DRAWINGS. R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 I0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Smith, Fause McDonald Inc. _ 351 8th Street Sass Francisco, CA 94103 (415) 255.9140 Fax (4151255.9180 www.efmi. com inFoesfmi.com Drawing Title DETAILS - FIRESTOPPING Drawing No. TN-908 A SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT ELECTRONIC SECURITY SYSTEMS GENERAL NOTES 1 REFER TO SPECIFICATIONS FOR COMPLETE REQUIREMENTS. 2 PROVIDE CONDUIT, BOXES AND FITTINGS SHOWN ON ELECTRONIC SECURITY SYSTEMS (TY) SYSTEM DRAWINGS UNDER THE WORK OF SECTION 28 05 28 PATHWAYS FOR ELECTRONIC SAFETY AND SECURITY. UNLESS OTHERWISE INDICATED, PROVIDE 1 INCH TRADE SIZE MINIMUM . PROVIDE RACEWAY SIZE AS REQUIRED FOR A MAXIMUM OF 30 PERCENT WIRE FILL. 3 PROVIDE FIRESTOPPING UNDER THE WORK OF SECTION 28 05 28 PATHWAYS FOR ELECTRONIC SAFETY AND SECURITY. 4 LOCATIONS SHOWN ON THE ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER LOCATIONS SHOWN ON THE COMMUNICATIONS SYSTEMS DRAWINGS. 5 DEVICE QUANTITIES SHOWN ON FLOOR PLANS AND REFLECTED CEILING PLANS TAKE PRECEDENCE OVER DEVICE QUANTITIES SHOWN ON FUNCTIONAL DIAGRAMS. 6 QUANTITIES SHOWN ON FUNCTIONAL DIAGRAMS TAKE PRECEDENCE OVER QUANTITIES SHOWN ON RACK ELEVATIONS. 7 QUANTITIES SHOWN ON DEVICE SCHEDULES TAKE PRECEDENCE OVER QUANTITIES SHOWN ON FUNCTIONAL DIAGRAMS, FLOOR PLANS AND REFLECTED CEILING PLANS. 8 LOCATIONS SHOWN ON LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER LOCATIONS SHOWN ON SMALL SCALE DRAWINGS. 9 NOT USED. 10 WIRING FOR THE WORK OF ELECTRONIC SECURITY SYSTEMS IS NOT PERMITTED TO SHARE CONDUIT, SLEEVES OR J-HOOKS WITH WIRING FOR WORK OF DIVISION 27. MAINTAIN AT LEAST 2 INCHES SEPARATION IF RUNNING PARALLEL. MAINTAIN AT LEAST 3 INCHES OF SEPARATION VERTICALLY IF CROSSING AT RIGHT ANGLES. GENERAL SYMBOLS ROOM KEY XXXX7--- ROOM NAME ROOM NUMBER XXXX DRAWING NUMBER SHEET NUMBER BLDG. SECTION KEY DRAWING NUMBER SHEET NUMBER WALL SECTION KEY DRAWING NUMBER SHEET NUMBER ELEVATION KEY DRAWING NUMBER SHEET NUMBER • MATERIAL & EQUIPMENT LEGEND DETAIL SYMBOL DRAWING NUMBER SHEET NUMBER COLUMN GRID GRID LINES BUILDING LABEL DRAWING MATCH LINE REVISION SYMBOL REVISION NUMBER 1IDP 21DP C5ePP C6PP FOH-P FOH-OPR FOM-OPR FOS-OPR FPP FSC FSP FTB IDF MDF MM MMP 1" INNERDUCT, PLENUM RATED 2" INNERDUCT, PLENUM RATED CATEGORY 5e PATCH PANEL CATEGORY 6 PATCH PANEL. FIBER OPTIC CABLE HYBRID, PLENUM RATED FIBER OPTIC CABLE HYBRID, OUTSIDE PLANT RISER RATED FIBER OPTIC CABLE, MULTI MODE OUTSIDE PLANT RISER RATED FIBER OPTIC CABLE, SINGLE MODE OUTSIDE PLANT RISER RATED FIBER PATCH PANEL FIBER SPLICE CLOSURE FIBER SPLICE PANEL FIBER TERMINAL BOX INTERMEDIATE DISTRIBUTION FACILITY MAIN DISTRIBUTION FACILITY. MULTI MODE OPTICAL FIBER MULTIMEDIA PLATE NOTE: SEE SPECIFICATION SECTIONS FOR REFERENCE DESCRIPTIONS AND REQUIREMENTS. FOR OTHER MATERIAL AND EQUIPMENT TYPES REFER TO SPECIFICATIONS. OSP SM UTP5e-4 UTP5e-4P UTP5e-40P UTP6-4 UTP6-4P UTP6-40P 110TBXX 110PWTBXX OUTSIDE PLANT SINGLE MODE OPTICAL FIBER UNSHIELDED TWISTED PAIR, CAT. 5e UNSHIELDED TWISTED PAIR, CAT. 5e PLENUM UNSHIELDED TWISTED PAIR, CAT. 5e OUTSIDE PLANT UNSHIELDED TWISTED PAIR, CAT. 6 UNSHIELDED TWISTED PAIR, CAT. 6 PLENUM UNSHIELDED TWISTED PAIR, CAT. 6 OUTSIDE PLANT 110 TERMINAL BLOCK, CAT.5, XX-NO OF PAIRS 110 TERMINAL BLOCK, PRE -WIRED W/50 PIN CONNECTOR, XX- NO OF PAIRS TB15 TERMINAL BLOCK WITH 15 AMP SWITCH BLADE. LEGEND ACJ TKN SURFACE RACEWAY. FOR COMMUNICATIONS AND POWER SYSTEM PROVIDED UNDER DIV. 26. MARK INDICATES RACEWAY DROP FROM CEILING. COORDINATE EXACT LOCATION WITH DIV. 26 PLANS. NEW WIRE AND/OR CABLE IN EXPOSED CONDUIT OR RACEWAY. FILL PER SCHEDULE, PLANS AND SPECIFICATION SECTION 28 05 13. NEW WIRE AND/OR CABLE INSIDE NEW CONDUIT WALLS OR IN CEILING . NEW WIRE AND/OR CABLE IN (N) UNDERGROUND CONDUIT. FILL PER SCHEDULE, PLANS AND SPECIFICATION SECTION 28 05 13. CABLE/RACEWAY TURNS UP CABLE/RACEWAY TURNS DOWN HOME RUN CONDUIT TO CABLE TRANSITION POINT KEYNOTES JUNCTION BOX SCHEDULE SYMBOL H (INCHES) W (INCHES) (INCHES) J1 6 6 4 J2 8 8 4 J3 12 12 4 J4 12 12 6 J5 12 12 8 J6 16 12 6 J7 18 18 8 J8 20 16 6 J9 20 16 8 J10 20 20 6 J11 20 20 8 J12 24 20 6 J13 24 20 8 J14 24 24 8 J15 30 24 8 J16 30 30 8 J17 36 30 8 J18 36 36 8 SUFFIX: NONE - NEMA 1 A - NEMA 12 B - NEMA 3R C - NEMA 4 D - NEMA 4X EXAMPLE: J16C= 30"H X 30"W X 8"D HINGED NEMA 4 JBOX. NOTE 1 ALL JUNCTION BOXES TO BE HINGED TYPE, PROVIDED WITHOUT PRE -PUNCHED KNOCKOUTS. PENETRATIONS IN JUNCTION BOXES SHALL BE CUT OR PUNCHED AS REQUIRED FOR INSTALLATION. PAINT ALL INTERIOR BOXES TO MATCH WALL FINISH. COORDINATE FINISH WITH ARCH. PLANS. ABBREVIATIONS 1SR-1 3SR-2.5 A.D.A. ADF A.F.C. A.F.F. ALT A.M.F.F. BDF B.F.C. BLDG. B.O.H. C. CAT. CBC CEC COMM. C.L. C.O. CONT. CS (D) DED DIA. DIV (E) EA. EIA ELEV. E.O.L. EQPT. FIN FUT H.R. HT. J, JBOX LAN MATV MAX. MIN. MOD. MON. (N) NEC N.I.C. NTS O.C. O.D. O.F.E. OPP. PNL. PROJ. P.S.R.H P.S.S.H RE: REF. SIM. SM SN SP SPEC S.R. STD STP T.C. TEL TELCOM TIA TP TYP. U.O.N. W/ WP SINGLE CHAMBER SURFACE RACEWAY THREE CHAMBER SURFACE RACEWAY AMERICANS WITH DISABILITIES ACT AREA DISTRIBUTION FACILITY ABOVE FINISHED CEILING ABOVE FINISHED FLOOR ALTERNATE ABOVE MEZZANINE FINISHED FLOOR BUILDING DISTRIBUTION FACILITY BELOW FINISHED CEILING BUILDING BACK OF HOUSE CONDUIT CATEGORY CALIFORNIA BUILDING CODE CALIFORNIA ELECTRICAL CODE COMMUNICATIONS CENTERLINE CONDUIT ONLY CONTINUATION COMMUNICATIONS SYSTEM DEMOLISH EXISTING DEDUCTIVE DIAMETER DIVISION EXISTING EACH ELECTRONIC INDUSTRIES ASSOCIATION ELEVATION END OF LINE EQUIPMENT FINISHED FUTURE HOME RUN HEIGHT JUNCTION BOX LOCAL AREA NETWORK MASTER ANTENNA TELEVISION MAXIMUM MINIMUM MODULAR MONUMENT NEW NATIONAL ELECTRICAL CODE NOT IN CONTRACT NOT TO SCALE ON CENTER OUTSIDE DIAMETER OWNER FURNISHED EQUIPMENT OPPOSITE PANEL PROJECT PROJECT STANDARD RECEPTACLE HEIGHT +18" AFF, U.O.N. PROJECT STANDARD SWITCH HEIGHT +48" AFF TO �, U.O.N. REFER TO REFERENCE SIMILAR SINGLE MODE OPTICAL FIBER SHEET NOTE SHIELDED PAIR - SEE SPECIFICATIONS SPECIFICATION SURFACE RACEWAY STANDARD SHIELDED TWISTED PAIR TELECOMMUNICATIONS CLOSET TELEPHONE TELECOMMUNICATIONS TELECOMMUNICATIONS INDUSTRY ASSOCIATION TWISTED PAIR TYPICAL UNLESS OTHERWISE NOTED WITH WEATHERPROOF R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. 0 2024 Shah Kawasaki Architects IRevision Number DATE 10/02/2024 ISSUE DESCRIPTION 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I0th Street, Suite 201 Oakland, CA 94607 Contractor Construct :0-i Smith, Fause McDonald Inc. 351 8th Street, San Francisco. CA 94103 (415) 255-9140 Fax (415) 255-9180 www.sfmi.com info@sfmi.com Drawing Title GEN. NOTES, SYMBOL, LEGEND, ABBR. & JBOX SCHEDULE Drawing No. TY-OO1 SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT SYMBOL DEVICE FUNCTION OR SERVICE LOCATION WORK OF ROUGH -IN RACEWAY ELEVATION CABLE FILL FINISH DETAIL SHEET(S) CCTV IP CAMERA,90 DEGREE CAPABLE, SINGLE SENSOR MINIMUM, FIXED FOCUS, INDOOR/OUTDOOR. VIDEO SURVEILLANCE WALL OR CLG AS INDICATED 28 23 00 FLUSH 4S BOX. 2 G. RING (1) 1" C. TO ACCESSIBLE CEILING. AS SCHEDULED 1 CAT 6A CABLE PER DIV 27. AS SPECIFIED TY-902 © CCTV IP CAMERA, 180 DEGREE CAPABLE, THREE SENSOR MINIMUM, FIXED FOCUS, INDOOR/OUTDOOR. VIDEO SURVEILLANCE WALL OR CLG AS INDICATED 28 23 00 FLUSH 4S BOX. 2 G. RING (1) 1" C. TO ACCESSIBLE CEILING. AS SCHEDULED 1 CAT 6A CABLE PER DIV 27. AS SPECIFIED TY-902 4-0 CCTV IP CAMERA, 360 DEGREE CAPABLE, FOUR SENSOR, FIXED FOCUS, INDOOR/OUTDOOR. VIDEO SURVEILLANCE WALL OR CLG AS INDICATED 28 23 00 FLUSH 4S BOX. 2 G. RING (1) 1" C. TO ACCESSIBLE CEILING. AS SCHEDULED 1 CAT 6A CABLE PER DIV 27. AS SPECIFIED TY-902 CARD READER, MULTI -PROTOCOL PROX/SMART WITH INTEGRAL KEYPAD. ACCESS CONTROL/IDS INDICATED 28 05 28 28 13 00 FLUSH 4S BOX, 2-1/8" DEEP MIN., 1 GANG RING SEE TY-901 +44" AFF TO CL U.O.N. SEE ACS FUNCTIONAL DIAGRAM AS SPECIFIED TY-901 CKP CARD READER, NARROW, DOOR MULLION MOUNT TYPE. ACCESS CONTROL INDICATED 28 05 28 28 13 00 MOUNT ON DOOR MULLION. SEE TY-901 +44" AFF TO CL U.O.N. SEE ACS FUNCTIONAL DIAGRAM AS SPECIFIED TY-901 CN CARD READER ACCESS CONTROL/IDS INDICATED 28 05 28 28 13 00 FLUSH 4S BOX, 2-1/8" DEEP MIN., 1 GANG RING SEE TY-901 +44" AFF TO CL U.O.N. SEE ACS FUNCTIONAL DIAGRAM AS SPECIFIED TY-901 CR DURESS ALARM BUTTON, CASEWORK MOUNT INTRUSION DETECTION INDICATED 28 16 19 UNDER THE DESK. SEE ACS FUNCTIONAL DIAGRAM DC DOOR OPERATOR FOR ADA PUSH PLATE. ACCESS CONTROL PEDESTAL WO 2 SEE TY-901 AS DETAILED ON ARCH PLANS SEE ACS FUNCTIONAL DIAGRAM TY-901 DO DOOR POSITION SWITCH ACCESS CONTROL/IDS LRI 1 28 13 00 LRI 1 SEE TY-901 AS DETAILED TY-901 DS ELECTRIC LOCK ACCESS CONTROL/IDS INDICATED WO1 MUD BOX AT SOLID GROUTED DOOR FRAMES SEE TY-901 WIRE TO MIDDLE HINGE OF DOOR OPPOSITE LOCK TY-901 EL ELECTRIC LOCK WITH INTEGRAL REX MICROSWITCH ACCESS CONTROL/IDS INDICATED 08 71 00 WO1 MUD BOX AT SOLID GROUTED DOOR FRAMES SEE TY-901 AS DETAILED SEE ACS FUNCTIONAL DIAGRAM TY-901 ER POWERED OPERATOR, MOTOR ASSISTED DOOR ACCESS CONTROL INDICATED W02 N/A - STUB TO MOTOR CONTROLLER AT LV TERMINAL SIDE. SEE TY-901 ABOVE THE DOOR FRAME. SEE ACS FUNCTIONAL DIAGRAM N/A PO IP VIDEO INTERCOM STATION. ACCESS CONTROL/TELECOM AS SHOWN ON PLANS 28 23 00 FLUSH 4S BOX. 1 G. RING (1) 1" C. TO ACCESSIBLE CEILING. +44" AFF TO CL U.O.N. 1 CAT 6 CABLE PER DIV 27. AS SPECIFIED vl IP VIDEO MASTER INTERCOM STATION. ACCESS CONTROL/TELECOM AS SHOWN ON PLANS 28 13 00 AS SPECIFIED (1) 1" C. TO ACCESSIBLE CEILING. DESKTOP MOUNT 1 CAT 6 CABLE PER DIV 27. AS SPECIFIED vM NOTE NO. WORK OF NOTES ELECTRIC LOCK, ELECTRIC STRIKE, TRANSFER HINGE AND PANIC DOOR REX WO1 INTEGRATED IN PANIC HARDWARE BY DIV. 8, LOW VOLTAGE FIELD WIRING AND POWER SUPPLIES BY DIVISION 28 W02 MOTOR ASSISTED POWER DOOR OPERATOR BY DIVISION 8 AND 26. DOOR ENTRY FROM UNSECURE SIDE UNDER CONTROL OF ACCESS CONTROL SYSTEM. NOTE NO. LOCATION & ROUGH -IN NOTES LRI 1 TOP OF DOOR AND IN DOOR FRAME, NOT MORE THAN 6" FROM JAMB SIDE. INSTALLATION SHALL NOT COMPROMISE FIRE RATING OF DOOR. LRI 2 4S BOX W/ 1 GANG RING AND BLANK COVER PLATE 4S BOX W/ BLANK COVER PLATE W/ GROMMET OPENING MTD WITHIN 6" OF LATCH AT LRI 3 UNDERSIDE OF ROOF. EXTEND HS TO HATCH FRAME AND INSTALL IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS. LRI 4 SURFACE MOUNT ON DOOR FRAME. INSTALLATION SHALL NOT COMPROMISE FIRE RATING OF DOOR. SURFACE MTD 4S BOX WITH BLANK COVER PLATE INSTALLED ADJACENT TO TRACK LRI5 AND WITHIN 6" OF FLOOR. PROVIDE ONE DEVICE AT OPPOSITE SIDE OF EACH OPENING. INSTALL DEVICE TO TRACK PER MANUFACTURER'S INSTRUCTION. R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. 0 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor Construct Smith, Fause McDonald Inc. 351 8th Street, San Francisco. CA 94103 (415) 255-9140 Fax (415) 255-9180 www.sfmi.com info@sfmi.com Drawing Title SYMBOL SCHEDULE Drawing No. TY-002 SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 PROJECT BASE POINT PROJECT SURVEY POINT @ P/L CORNER 19 18 17 16 15 14 °1! _LatlZWM6k 13 S.WF0 180 +11' I1111111111111111111111111111111111111111111111111111111111111111111111111111111I I.RG01 _i L J.RGO2 S.RG03 S-ID02 OELECTRONIC SECURITY SYSTEMS THIRD FLOOR PLAN - TRAINING TOWER 1 = 20 0 21 20 19 18 17 weliCKN1130 16 S.RGO2 15 1AH AIR/ TR/ID F GLEASON DRIVE 14 13 TKN1130 12 S-ID01 12 11 11 10 10 S. RG01 9 8 7 (E) FIRE STATION (E) CHP 6 5 TKN1130 4 KEYNOTES MOUNT CAMERA ON ELECTRICAL POLE. 3 2 1 CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number Project DATE 10/02/2024 ISSUE DESCRIPTION 50% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Dth Street, Suite 201 Oakland, CA 94607 Smith, = Fause McDonald Inc. s = 351 Bth Street awl Francisco, CA94103 [415/ 25544140 Fax (4157 255.91 &1 Www.6imi.com ink stmi.com SKA Project Number: 2020096 Contractor OVERAA\\ Construction Drawing Title ELECTRONIC SECURITY SYSTEMS SITE PLAN Drawing No. TY-O-1O1 NOT FOR CONSTRUCTION R Q P O N M L K J H G D 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT 1.A fr L1H LP 11-1I L LEI H fril LIB H H frII- L 1Hf LPLJ LEI 1-102.4 TRAINING CLASSROOM -LARGE 1-102 H LJ� 1-102A.1 LARGE CLASSROOM - STORAGE 1-102A TRAINING CLASSROOM - SMALL 1-101 111 111 111 1-102.3 N 1. ICDIC10,w PUBLIC LOBBY 1-100 r//11/// _ / / ///////////Z r CORRIDOR A 1-103A JANITOR CLOSET 1-105 1-106.1 RAINERS/AIIMIN OPEN OFFICE REA TRAINING DEPUTY CHIEF OFFICE 1-106A / k 106A.1 GEN OFFICE STORAGE 1-106B 1-105 74 /\ / I W/D MN II II 11 2 • N r li N PUBLIC RESTROOM 1-104 CR ER 1-103B.1 ce w \ — — J LOCKER ROOM (ALL GENDER) 1-107 A- —F ■ M co w CI) 0) 0 0 TURNOUT ROOM 1-108 II II II E WATER HEATER (40) XTRACTO 1-108 DRYER IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII n iV O 0 r COMMONS/BREAKROC1M 1-100C ING COMMONS _, 1-100B 1-100.1 EL PO DS REX DS EL A A LOCKER ROOM (MALE) 1-112 / 1-112.1 1-112A.1 ER DS CR cn 0 cn 0 CORRIDOR C 1-103C CORRIDOR B 1-103B 1-111.1 ER DS EFU 1.6 1-109.2 EXERCISE/FITNESS ROOM 1-109 11111111 11111 liililii IIIIIIIIS� 11111111 IIIIIIIIi� 11111111 _ IIIIII:I IIIIIIII a■ a■ a: ir7UMrin— •LL 11■1•1=. 11I•I is tra w 1-103B.2 ER ce w TEMP GEN TAP BOX TELECOM/SERVER CLOSET 1-11 0 T TX2 BUS T 1LRA LEV TX1 1LRB ATS2 IL EHL LCP1 I I I i FACP I I ATS1 I EHD I I I I I I I I _ L _ _ i i I IHLA 111HDA Ow J 0 a 1-113.1 ER DS W.H. MECH. ROOM 1-114 C COVERED UTILITY YARD 1-115 GENERATOR EC. MAIN PANEL ROOM 1-113 1-114.1 O MAIN ENTRANCE 1 RECEPTION AREA 1-100A CTRONIC SECURITY SYSTEMS FIRST FLOOR PLAN - CLASSROO 3/16" = 1'-0" DING rfl cn 0 WALL MOUNT BIKE RACKS MAIN SWITCH BOARD o/ / / / / / / / SCREEN WALL MATERIAL TO MATCH STANDING SEAM ROOF PROJECT lr NORTH R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 I0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Smith, = Fause E McDonald Inc. 351 Bth StrefL San Francisco, CA94103 [4151255-9140 FBA C4151255.918 www.6imi.com ink shni.com Drawing Title ESS FIRST FLOOR PLAN - CLASSROOM BUILDING Drawing No. TY-1-121 SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 21 20 19 TRAINING CLASSROOM -LARGE l360 +10' 18 STO AGE AC1 +12'-0" TRAINING CLASSROOM - SMALL 17 OELECTRONIC SECURITY SYSTEMS IRST FLOOR RCP - CLASSROOM BUILDING 3/16" = 1'-0" 20 19 18 17 16 180', RECEPTION AREA 1-100A 16 * 180 +10' 15 15 CORRICOR-'A 1-103A G1 +,10"-0"- ANFTOR CLOSE UBLIC RESTRO e +10'-0" 14 G3- -+10'-0" G3 -+o -' 1-100C 29' - 6 29/64 AFF 14 13 13 12 LOCKER ROOM (ALL GENDER): *10'0„ 1-107; 12 11 TRAINING DEPUTY CHIEF OFFICE 1-106A +'to - 0'i -LOCKER ROOM (MALE) G3 _, 11 10 TURNOUT ROOM :. G1 +.1d-a 10 G3, * 180 +10' 4—©� LOCKER ROOM (MALE) 1-112A.-. G3. 9 CORRIDOR C 8 G1 10'-0" 360 T CLG _ o I ` I I -T. G3 7 6 5 EXERCISE/FITNESS ROOM 180 I +10' ♦ 180 I +7' 6" E EIO /S R ER uL'S=T L ; C. M IN P NEL Rs 4 COVERED UTILITY YARD 3 180 +7' 6" I i—I1 2 PROJECT NORTH 1 CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number Project DATE 10/02/2024 ISSUE DESCRIPTION 50% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASA K I ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Fause E McDonald Inc. 351 81h Street San Francisco, CA94103 f415) 255-9140 Fax (4157 255.9180 www- fnii.com inFo'sfmi.com SKA Project Number: 2020096 Contractor OVERAA\\ Construction Drawing Title ESS FIRST FLOOR RCP - CLASSROOM BUILDING Drawing No. TY-1-131 NOT FOR CONSTRUCTION R P O N M L K J H G D 21 20 19 18 17 16 15 14 13 12 11 10 4 CLIENT END DEVICES AND SENSORS DATA ROOM REFER TO PLANS FOR QTY. FOR ALL FLOORS SO2 TKN1 TKN5 PO TKN4 TKN3 TKN1 ER EL DOOR LOCK POWER SUPPLY BY DIV. 28 DO DS VM REX CN CR DATA GATHERING PANEL (DGP) J D LLJ 0_ 0 w CC CO d O z 0 ww zU wLLJ wz POWER CC I— D > O H O O TKN6 TKN3 TKN7 K POWER SUPPLY WITH 2-HR BATTERY BACKUP TKN8 TKN9 TKN 12 (TKN10)- CAT 6A PATCH PANEL BY DIV. 27 TKN6 POE SWITCH, BY CITY ACCESS CONTROL SINGLE LINE DIAGRAM PROVIDE RACK MOUNTABLE ACS SERVER. LOCATE IN R28 RACK, TELECOM CLOSET NTS 1 S01 SO2 PROVIDE ACS WORKSTATION. LOCATE IN ADMIN OFFICE AREA SHEET NOTES 1 FUNCTIONAL BLOCK DIAGRAMS ARE DIAGRAMMATIC. CONTRACTOR TO SUBMIT SHOP DRAWINGS INDICATING EXACT QTY AND LOCATION OF ACCESS CONTROLLERS AND RELATED HARDWARE REQUIRED TO MEET THE FUNCTIONAL REQUIREMENTS OF THE PROJECT. KEYNOTES TKA ARCHITECTURAL: COMPLY WITH DIVISIONS 3 THROUGH 14 - SEE ARCHITECTURAL DRAWINGS. TKA1 DOOR POWER OPERATOR, WHERE OCCURS - REFER TO DOOR SCHEDULE AND DIVISION 8 SPECIFICATIONS. TKN TELECOMMUNICATIONS & ELECTRONIC SECURITY SYSTEMS: COMPLY WITH DIVISIONS 27 & 28. TKN1 PROVIDE AS MANY AS REQUIRED TO SUPPORT ALL END DEVICES AND SENSORS. REFER TO PLANS FOR QUANTITY. TKN2 TKN3 NOT USED. PROVIDE WIRE GAGE, SHIELDING, PAIR COUNT AND CONSTRUCTION AS REQUIRED TO SUIT DEVICE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. BRING ALL CONTACT POINTS BACK TO THE SECURITY ELECTRONICS TERMINAL ENCLOSURES AT THE IDF ROOMS - DO NOT LOOP OR DAISY CHAIN ANY FIELD DEVICES UNLESS THEY ARE SPECIFIED AS DIGITALLY ADDRESSABLE TYPE. PROVIDE JACKET TYPE IN CONFORMANCE WITH THE INSTALLATION CONDITIONS AND THE CALIFORNIA ELECTRIC CODE. TKN4 j PLACE ALL SECURITY ELECTRONICS WIRING INSIDE TR'S AREA IN METALLIC RACEWAY FROM THE POINT OF ENTRY TO ROOM. WITHIN TR ROOM, PROTECT IN SURFACE MOUNTED GUTTER AT BACKBOARDS. TKN5 ) THE ADA DOOR OPERATOR/ACTUATOR SHALL BE WIRED AND CONTROLLED BY THE ACS CONTROLLER. IT SHALL NOT BE WIRED TO THE POWER OPERATOR (PO). TKN6 ) CAT 6A PATCH CORDS. PROVIDE QTY. AS REQUIRED. TKN7 MULTMEDIA PLATE (BISCUIT BOX) BY FOR TERMINATION OF STATION CABLING. CONCEAL INSIDE ACS GUTTER. TKN8\ PROVIDE POWER SUPPLY WITH 2-HR BATTERY BACKUP, AS SPECIFIED. TKN9 ) 1 CAT 6A CABLE. REFER TO PLANS. KTKN10, WORK OF DIV 27. SEQUENCE OF OPERATION SO1 SO2 IN THE NORMAL STATE, THE DOOR IS CLOSED, LOCKED ON THE UNSECURED SIDE, AND UNLOCKED FROM THE SECURED SIDE. NORMAL OPERATION IS BY ACCESS CARD ON THE UNSECURED SIDE AND BY DOOR HARDWARE FROM THE SECURED SIDE. THE REQUEST -TO -EXIST MICROSWITCH, OPERATED BY THE SECURED SIDE DOOR HARDWARE, WILL SHUNT THE ALARM. IF THE DOOR IS HELD PAST THE PRESET OPEN TIME OR IF THE DOOR IS LEFT OPEN OR IS FORCED OPEN, AN ALARM WILL BE SENT TO THE ELECTRONIC SYSTEM NETWORK UNTIL THE DOOR IS CLOSED. IF THE DOOR IS OPENED FROM THE UNSECURED SIDE WITH A KEY, A DOOR FORCED ALARM WILL BE GENERATED. AFTER OFFICE HOURS, THE HANDICAP DOOR OPERATOR (DO) AT THE UNSECURED SIDE WILL BE NON -OPERATIONAL UNLESS A VALID ACCESS CARD IS PRESENTED TO THE CARD READER AFTER WHICH, PRESSING THE HANDICAP DOOR OPERATOR WILL UNLOCK AND OPEN THE DOOR. R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVTQA,&t Construction = Smith, Fause McDonald Inc. 351 Bth Street awl Francisco, CA 94103 [415/ 25544140 Fax (4157 255.9180 Www.6imi.com ink stmi.com Drawing Title ACCESS CONTROL SINGLE LINE DIAGRAM Drawing No. TY-701 A SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT INTERIOR r- TCP/IP CCTV FIXED CAMERAS QTY PER PLANS EXTERIOR TCP/IP CCTV FIXED CAMERAS QTY PER PLANS ( TKN4 ) 1 ( TKN3 • TY-902 ( TKN4 ) POE PWR 1 TELE/DATA ROOMS TKN2 TKN5 ( TKN5 ( TKN3 )- CAT. 6A PATCH PANEL BY DIV. 27 ( TKN 1 ) SURVEILLANCE VIDEO SYSTEM FUNCTIONAL DIAGRAM NTS 1 55" LCD MONITOR MOUNTED ON THE WALL VMS SERVER LOCATE IN R28 RACK, TELECOM CLOSET PROVIDE CCTV WORKSTATION. LOCATE IN ADMIN OFFICE AREA SHEET NOTE 1 FUNCTIONAL BLOCK DIAGRAMS ARE DIAGRAMMATIC. CONTRACTOR TO SUBMIT SHOP DRAWINGS INDICATING EXACT QTY AND LOCATION OF CAMERAS AND RELATED HARDWARE REQUIRED TO MEET THE FUNCTIONAL REQUIREMENTS OF THE PROJECT. KEYNOTES TKN (TKN1) ( TKN2 TELECOMMUNICATIONS & ELECTRONIC SECURITY SYSTEMS: COMPLY WITH DIVISIONS 27 & 28. CAT. 6A PATCH CORDS. PROVIDE QTY. AS REQUIRED. 1 CAT. 6A CABLE. REFER TO PLANS. ( TKN3 % MULTIMEDIA PLATE (BISCUIT BOX) DIV. 27 FOR TERMINATION OF STATION CABLING. CONCEAL INSIDE CCTV CAMERA BACK BOX. ( TKN4 CAT. 6A PATCH CORD BY DIV. 27 - PROVIDE LENGTH AS REQUIRED. CONCEAL INSIDE CCTV CAMERA BACK BOX. ( TKN5 WORK OF DIV. 27. ( TKN6 PROVIDE RACK MOUNTABLE VMS SERVER. R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVTQA,&t Construction = Smith, Fause McDonald Inc. 351 Bth Street awl Francisco, CA 94103 [415/ 25544140 Fax (4157 255.9180 Www.6imi.com ink stmi.com Drawing Title SURVEILLANCE VIDEO SYSTEM FUNCTIONAL DIAGRAM Drawing No. TY-702 SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT 0 1.45 0.42 CARD READER - TYPE CR NTS CEILING (TKN1 )jr J1 r ( TKN2 ) -3/4"C TKN4 DOOR SWITCH, DS. +44" A.F.F TKN6 AKN2 ( TKN5 TKN3 ) \--( AKN 1 ) FLOOR 0.84 0.39 CARD READER - TYPE CN TYPICAL ACCESS CONTROLLED SINGLE DOOR ELEVATION, DOOR HARDWARE EXIT ALARM SUPPRESSION 3 / VIEW FROM SECURE SIDE, CEILING ACCESS +10'-0" - +7'-6" +6,-0" +31-6" - +2,_0„ +1 '-6" +6„ +0„ EKN1 ) TKN8 ) TYP. (TKN7) POWER SUPPLY ACCESS CONTROL PANEL POWER SUPPLY ACCESS CONTROL PANEL TKN9 ( TKN8 ) TYP. TYP. ACS ELEVATION 5 / VIEW FROM SECURE SIDE, CEILING ACCESS NTS NTS NTS SHEET NOTES 1 NOT EVERY DOOR CONDITION IS DEPICTED. REFER TO THE FLOOR PLANS FOR THE DEVICES REQUIRED AT EACH OPENING AND PROVIDE ROUGH -IN AS REQUIRED BASED ON SIMILAR ASSEMBLIES DETAILED ON THE TY SHEETS. 2. AT ACCESSIBLE CEILING CONDITIONS, SUPPORT ELECTRONIC SECURITY CABLING ON CABLE HOOKS OR BASKET TRAYS. 3. WHERE ESS SIGNAL CABLING IS CONSOLIDATED WITH A NETWORK OF CONDUITS AND PULL BOXES, MAINTAIN 40% MAXIMUM FILL. 4. HORIZONTAL ARRANGEMENT OF DEVICES MAY VARY - REFER TO THE FLOOR PLANS FOR THE REQUIRED ARRANGEMENTS. CARD READERS SHOULD GENERALLY BE PLACED ADJACENT TO THE DOOR HANDLE OF THE ACCESS CONTROLLED DOOR. REFER TO THE DIVISION 8 HW SCHEDULES AND THE APPROVED DIVISION 8 SUBMITTALS TO DETERMINE WHETHER EL OR ES ARE USED AT EACH OPENING. (TKN1) 3/4" C. EACH FLOOR J1 II TKN2 ) T1 CEILING PASSIVE LEAF 10 ( AKN2 ( TKN4 ) ACTIVE LEAF ( TKN5 ) DOOR SWITCH, DS. ( TKN6 TKN3 ) AKN1 +44" A.F.F TYPICAL ACCESS CONTROLLED DOUBLE DOOR OPENING, WALL MOUNT CARD READER, -\ DOOR HARDWARE EXIT ALARM SUPPRESSION 4 VIEW FROM SECURE SIDE, CEILING ACCESS NTS KEYNOTES AKN ARCHITECTURAL. WORK OF DIVISIONS 8. AKN1 > TRANSFER HINGE WITH 2 PR CONDUCTORS MIN. (AKN2 ER - DOOR HANDLE OR PANIC HARDWARE WITH MECHANICAL LOCK AND INTEGRAL ALARM SUPPRESSION MICRO -SWITCH TO DETECT OPERATION OF DOOR FROM SECURE SIDE. AKN3) ARCHITECTURAL PEDESTAL - WHERE OCCURS, SEE PLANS. (AKN4 DO - POWERED DOOR OPERATOR SWITCH MOUNTED TO PEDESTAL OR WALL ON BOTH SECURE AND UN -SECURE SIDES OF OPENING. WIRED TO DGP BY DIVISION 28. (EKN1) PROVIDE TWO DEDICATED 20A CKT, 120V HARDWIRED FOR ACCESS CONTROL SYSTEM POWER. TKN ELECTRONIC SECURITY SYSTEMS: COMPLY WITH DIVISION 28. TKN1 EXTEND 1.25" MIN C. TO THE NEAREST TELECOM ROOM. TKN2 LOCATE ABOVE DOOR AT SECURED ACCESSIBLE CEILING CONDITIONS. AT GYP CEILING CONDITIONS, LOCATE REMOTELY AT NEAREST UTILITY SPACE. ( TKN3 ;> PROVIDE MUD BOX INSIDE DOOR FRAME AT GROUTED DOOR ASSEMBLIES. ( TKN4 (TKN5 ( TKN6 STUB CONDUIT INSIDE DOOR FRAME TO ABOVE THE MIDDLE HINGE OPPOSITE DOOR HANDLE/EL/ER/ES/PANIC HW. MEASURE DOOR ON SITE. COORDINATE SIDE OF DOOR SCHEDULED TO RECEIVE ACTIVE DOOR HARDWARE, INCLUDING EL OR ES WITH WORK OF DIVISION 8 DOOR HARDWARE (DOOR HANDLE, ES, EL, ER, AND/OR PHR AS APPLIES) AND TRANSFER HINGE FURNISHED AND INSTALLED UNDER THE WORK OF DIVISION 8. WORK OF DIVISION 28 WIRES LOCKING HARDWARE VIA TRANSFER HINGE AND PROVIDES WIRING AND PATHWAY BACK TO DGP. WALL OR PEDESTAL MOUNTED CARD READER WITH 4S BOX AND 1 GANG RING INSTALLED FACING UN -SECURE SIDE OF DOOR. REFER TO PLANS FOR LEFT OR RIGHT SIDE PLACEMENT. ( TKN7) PROVIDE 6"X6" METALLIC WIREWAY/GUTTER. ( TKN8) PROVIDE MULTIPLE 1"C. AND 2"C. AS REQUIRED. ( TKN9 PROVIDE 3/4" THICK FIRE RESISTANT TREATED PLYWOOD BACKBOARD. PROVIDE AS MANY AS SHOWN ON PLAN. PAINT COLOR WHITE TRIM TO FIT. LEAVE ONE FIRE RATING STAMP PER SHEET OF PLYWOOD UNPAINTED. (TKN10) FUTURE WALL OR PEDESTAL MOUNTED CARD READER WITH 4S BOX AND 1 GANG RING INSTALLED FACING UN -SECURE SIDE OF DOOR. REFER TO PLANS FOR LEFT OR RIGHT SIDE PLACEMENT. (TKN 11) (TKN 12) (TKN 13) EXTEND 1" CONDUIT TO ACCESSIBLE CEILING SPACE. CARD READER MOUNTED TO WALL OR PEDESTAL AT POWER DOOR OPERATOR ENABLED ENTRIES ON UN -SECURE SIDE. PROVIDE 1" C. TO NEAREST IDF ROOM. R Q ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P O N M L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVTQA,&t Construction = Smith, Fause McDonald Inc. 351 Bth Street awl Francisco, CA 94103 [415/ 25544140 Fax (4157 255.9180 Www.6imi.com ink stmi.com Drawing Title DETAILS - ELEC. SECURITY SYS. ACCESS CONTROL Drawing No. TY-901 A SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 191 21 20 19 18 17 16 15 14 13 12 11 10 3 CLIENT ( TKN 1 ) CEILING ASSEMBLY, TYP. TKN3 ( TKN2 ( TKN4 S � 1 ( TKN5) lA�i SIDE VIEW THREADED ROD ANCHORED TO STRUCTURAL CEILING 3/4" FLEXIBLE CONDUIT n IP CAMERA WIRING DETAIL CATEGORY MEDIA STATION CABLING TO IP CAMERAS TO TERMINATE AT PERMANENT ENCLOSURE/JACK ASSEMBLY, AND A PATCH CORD SHALL BE USED TO MAKE THE CONNECTION FROM THE PERMANENTLY INSTALLED JACK TO THE CAMERA. 0 0 0 \ 6" TO 12" "'BeVE CEILING 4" SQUARE BACKBOX AND BLANK FACEPLATE NTS 1 (TKN1 (TKN5) TOP VIEW TKN2 — CAMERA BACKBOX (PLENUM -RATED) DROP CEILING TILE CAMERA NOTES: 1) CAMERAS AND CONDUIT SHALL BE INDEPENDENTLY SUPPORTED AND SHALL NOT RELY ON CEILING SYSTEM CABLE SUPPORTS, FRAME OR TILES FOR SUPPORT. 2) WHERE CEILING -MOUNTED CAMERAS ARE TO BE INSTALLED ON CEILING TILES, THEY SHALL BE CENTERED ON THE TILE IN BOTH DIRECTIONS. 3� DOME CAMERA DROP CEILING MOUNT TYP. NTS WALL MOUNT ARM WITH ROOM FOR CONNECTIVITY DEVICES, MIDSPANS AND SERVICE LOOP "CD CAMERA TKN2 CONDUIT FOR NETWORK CABLING (WHERE REQUIRED TO TRANSITION TO OPEN RUN CABLING) FLUSH -MOUNTED 4" SQUARE BACKBOX INTERIOR WALL NOTE: 1) FOR EXTERIOR CAMERA USE INCLUDED WEATHERPROOF HOUSING. 180° CAMERA WALL MOUNT ARM TYP. NTS /l TKN4 NTS WALL MOUNT BRACKET AND FLANGED TRIM AS REQUIRED PER CAMERA MANUFACTURER. FIELD VERIFIED FOR MOUNTING HEIGHT. CAMERA 4/' MOUNTING BRACKET INCLUDED WITH CAMERA 1 NTS CND IMO IUI IMO IUU 1.1 0 ( TKN9 TKN6 TKN2 IP CAMERA PENDANT MOUNT INTERIOR CEILING/STRUCTURE MOUNTED. CONDUIT FOR NETWORK CABLING (WHERE REQUIRED TO TRANSITION TO OPEN RUN CABLING) FLUSH -MOUNTED 4" SQUARE BACKBOX INTERIOR WALL NOTE: 1) CAMERA SHALL BE INDEPENDENTLY FASTENED TO THE WALL VIA BACKBOX USING MANUFACTURER RECOMMENDED MOUNTING HARDWARE. DOME CAMERA WALL MOUNT TYP. CONDUIT FOR NETWORK CABLING (WHERE REQUIRED TO TRANSITION TO OPEN RUN CABLING) CONDUIT FOR NETWORK CABLING (WHERE REQUIRED TO TRANSITION TO OPEN RUN CABLING) 0 FLUSH -MOUNTED 4" SQUARE BACKBOX CEILING CEILING BRACKET 1=M= CAMERA SECURELY MOUNT TO JUNCTION BOX PER SPECIFICATION AND MANUFACTURER'S INSTRUCTIONS. �77 180° CAMERA CEILING MOUNT TYP. 0 NTS NTS (TKN2 MOUNTING BRACKET INCLUDED WITH CAMERA 50 CAMERA DOME CAMERA CEILING MOUNT TYP. NTS FLUSH -MOUNTED 4" SQUARE BACKBOX CEILING SECURELY MOUNT TO JUNCTION BOX PER SPECIFICATION AND MANUFACTURER'S INSTRUCTIONS. WALL MOUNT ARM WITH 1.5" NPS THREAD PENDANT KIT 0 CAMERA ro \t/ ( TKN2 ) CONDUIT FOR NETWORK CABLING (WHERE REQUIRED TO TRANSITION TO OPEN RUN CABLING) FLUSH -MOUNTED 4" SQUARE BACKBOX INTERIOR WALL NOTE: 1) FOR EXTERIOR CAMERA USE INCLUDED WEATHERPROOF HOUSING. 360° CAMERA WALL MOUNT ARM TYP. NTS NTS CONDUIT FOR NETWORK CABLING (WHERE REQUIRED TO TRANSITION TO OPEN RUN CABLING) KEYNOTES AKN ARCHITECTURAL. WORK OF DIVISIONS 3-14. (AKN1 ) PAINT AS DESCRIBED/REQUIRED IN DIVISION 9 TKN ( TKN 1 ) ELECTRONIC SECURITY SYSTEMS: COMPLY WITH DIVISION 28. 4S TYPE ELECTRICAL BACKBOX WITH INTEGRAL STRUCTURED CABLING BISCUIT BOX. PROVIDE EXTERIOR GRADE BOX AT EXTERIOR CONDITIONS AS REQUIRED BY SECTION 28 05 28 - PATHWAYS FOR ELECTRONIC SAFETY AND SECURITY ( TKN2) CATEGORY 6A STATION CABLING BY DIVISION 27. HOMERUN TO NEAREST TR. TKN3 SMALL FORM FACTOR MULTIMEDIA ENCLOSURE SUITABLE FOR SURFACE MOUNTING WITH INTEGRAL CATEGORY 6A JACK FOR TERMINATION OF STATION CABLING. ( TKN4) CATEGORY 6A PATCH CORD PROVIDE LENGTH AS REQUIRED. WHERE CAMERA IS MOUNTED TO BACKBOX, COIL INSIDE BACKBOX. ( TKN5 ) SURFACE MOUNT IP CAMERA SUPPORTED FROM FLUSH MOUNTED BACKBOX. ( TKN6 PROVIDE EQUAL TO CHIEF MANUFACTURING CMA110, 8" X 8" STEEL PLATE CEILING PLATE FITTING WITH 1" NPT PIPE THREAD ADAPTER. ( TKN7) IP SECURITY CAMERA. TKN8 1" NPT PIPE THREADED FOR PENDENT MOUNTING FROM STRUCTURE ABOVE. ( TKN9 ) PENDANT MOUNT ADAPTER. 0 0 FLUSH -MOUNTED 4" SQUARE BACKBOX MOUNTING BRACKET INCLUDED WITH CAMERA CEILING PAINT EXPOSED CONDUIT TO MATCH SURFACE FINISH ACI CONDUIT ADAPTER 3/4"-' U-SHAPE (EXPOSED CONDUIT APPLIES AT PARKING GARAGE ONLY) CAMERA SECURELY MOUNT TO JUNCTION BOX PER SPECIFICATION AND MANUFACTURER'S INSTRUCTIONS. 360° CAMERA CEILING MOUNT TYP. PROVIDE POLE MOUNT ADAPTER. 0 �Vr/ Zr00000000000000000000000/ Zr/ 0� a a a v 0 1" PVC OR CRS CONDUIT 10� a CAMERA ON POLE NTS SHOWN FOR REFERENCE ONLY. NTS R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P O N M L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor OVTQA,&t Construction = Smith, Fause McDonald Inc. 351 Bth Street San Francisco, CA 94103 [415/ 25544140 Fax (4157 255.91 & Www.6imi.com ink stmi.com Drawing Title DETAILS - VIDEO SURVEILLANCE SYSTEMS Drawing No. TY-902 SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION Attachment 3 RESOLUTION NO. 52 -93 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF DUBLIN A RESOLUTION APPROVING AGREEMENT WITH COUNTY OF ALAMEDA AND SURPLUS PROPERTY AUTHORITY WHEREAS, the City is party to an agreement with the County of Alameda entitled "An Agreement Between the County of Alameda and the City of Dublin Regarding Camp Parks, Tassajara Park and Santa Rita Properties" ("Annexation Agreement"), and WHEREAS, an agreement to supersede to the Annexation Agreement has been prepared, entitled "Agreement Between County of Alameda, Surplus Property Authority and City of Dublin Regarding Transfer of Property Tax Revenues Upon Annexation, Provision of Services and Other Matters" ("Revised Agreement"), a copy of which is attached hereto as Attachment 1; and WHEREAS, the Revised Agreement has been executed by the County of Alameda and the Surplus Property Authority; and WHEREAS, the City Manager recommends approval of the Revised Agreement; and WHEREAS, the Council is familiar with the contents of the Revised Agreement; NOW, THEREFORE, BE IT RESOLVED that the Mayor is authorized and directed to execute the Revised Agreement. PASSED, APPROVED, AND ADOPTED THIS 10t.h day of by the following vote: May, 1993 AYES: Councilmenbers Burton, Houston, Howard, Moffatt & Mayor Snyder NOES: None ABSENT: None ABSTAIN: None ATTEST: J:\W[D\MNRS\114\RESOL\SURPLUS.AGA 193 AGREEMENT BETWEEN COUNTY OF ALAMEDA, SURPLUS PROPERTY AUTHORITY AND CITY OF DUBLIN REGARDING TRANSFER OF PROPERTY TAX REVENUES UPON ANNEXATION, PROVISION OF SERVICES AND OTHER MATTERS THIS AGREEMENT, dated for identification this 4. A. day of taiLLY 1992, is entered into between the CITY OF DUBLIN (CITY), a municipal corporation, the COUNTY OF ALAMEDA (COUNTY), a political subdivision of the State of California and the SURPLUS PROPERTY AUTHORITY ("AUTHORITY") of Alameda County, a public corporation. RECITALS A. COUNTY and CITY are parties to an agreement entitled "An Agreement Between the County of Alameda and the City of Dublin Regarding Camp Parks, Tassajara Park and Santa Rita Properties," which is dated August 5, 1986 (hereafter "Annexation Agreement"). B. The Annexation Agreement sets forth certain agreements regarding the annexation of the properties described in that agreement as the "Camp Parks property," the "Tassajara Park property" and the "Santa Rita property" as well as agreement between COUNTY and CITY regarding the transfer of property tax revenues upon annexation of other lands. 114\Agree\Annex.Fnl 1 August 25, 1992 A-CrA4 M at? .L 194 C. The properties described herein as the CAMP PARKS PROPERTY, TASSAJARA PARK PROPERTY, COUNTY GOVERNMENTAL PROPERTY, COUNTY SHERIFF PROPERTY and SANTA RITA PROPERTY were not within the city limits of CITY at the time of execution of the Annexation Agreement but have since been annexed to CITY and are currently within the city limits of CITY. D. CITY is in the process of preparing a general plan amendment and specific plan for the SANTARITA PROPERTY and other properties to the east of SANTA RITA PROPERTY. E. AUTHORITY owns approximately ±613 acres of property within the city limits of CITY, described herein as the SANTA RITA PROPERTY, which AUTHORITY intends to develop in a proprietary capacity. Development of the SANTA RITA PROPERTY will benefit both AUTHORITY, COUNTY and CITY through the provisions of housing, jobs, public recreational amenities and tax revenues. F. AUTHORITY owns approximately ±214 acres of property within the city limits of CITY, described as the COUNTY GOVERNMENTAL PROPERTY, which AUTHORITY and COUNTY use and intend to use for governmental purposes. The use of the COUNTY GOVERNMENTAL PROPERTY for such purposes will benefit CITY and its residents through the provision of governmental services. 114\Agree\Annex.Fnl 2 August 25, 1992 195 G. AUTHORITY owns approximately ±124 acres of property within the city limits of CITY, described as the COUNTY SHERIFF PROPERTY which is used by the Alameda County Sheriff's Department for governmental uses. H. CITY, COUNTY, and AUTHORITY desire to provide a framework for the orderly development of the SANTA RITA PROPERTY and COUNTY GOVERNMENTAL PROPERTY and needed infrastructure for such development; the provision of -services to the SANTA RITA PROPERTY, COUNTY SHERIFF PROPERTY and COUNTY GOVERNMENTAL PROPERTY; the sharing of property taxes upon annexation by CITY - of lands to the east of CITY's current eastern city limits; the sharing of property tax revenues from properties within CITY; and other related matters. DEFINITIONS For purposes of this Agreement, the following definitions shall apply: a. CAMP PARKS PROPERTY shall mean all property currently designated as Assessor's Parcel Number 946-015-1-5, regardless of whether all or part of such property is later designated by a different Assessor's Parcel Number, and described more particularly in Exhibit A, attached hereto and incorporated herein. 114\Agree\Annex.Fu1 3 August 25, 1992 196 b. COUNTY GOVERNMENTAL PROPERTY shall mean the property owned by AUTHORITY, consisting of approximately ±214 acres, east of Arnold Road, north of Gleason Drive and west of Tassajara Creek, as shown on Exhibit B, attached hereto and incorporated herein. c. COUNTY SHERIFF PROPERTY shall mean the property owned by AUTHORITY, consisting of approximately ±124 acres used, operated and/or controlled by the Alameda County Sheriff's Department, which is located generally north of Broder Ave. and east of Arnold Road extending to Barnett Road, as shown on Exhibit C, attached hereto and incorporated herein. COUNTY SHERIFF PROPERTY shall include any portion of the COUNTY GOVERNMENTAL PROPERTY subsequently used, operated and/or controlled by the Alameda County Sheriff's Department. d. EASTERN DUBLIN shall mean any and all property lying within the City of Dublin Eastern Dublin Planning Area located to the east of CITY's easterly city limits as shown in Exhibit D. e. GENERAL COMMERCIAL PROPERTY (ONE HUNDRED ACRES) shall mean the first 100 acres of property designated as "general commercial" property by CITY's General Plan and Eastern Dublin Specific Plan to be developed on the SANTA RITA PROPERTY and/or in EASTERN DUBLIN for uses other than office uses, which property shall be shown on a map to be prepared, maintained and updated by CITY until a total of 100 acres have been developed, at which time such map shall become a part of this Agreement. 114\Agree\Annex.Fnl -4 August 25, 1992 197 f. SANTA RITA PROPERTY shall mean the property owned by AUTHORITY, consisting of approximately ±613 acres, east of Arnold Road, south of that portion of Gleason Drive west of Tassajara Creek, and west of Tassajara Road, currently designated as Assessor's. Parcel Number 946-015-2, Assessor's Parcel Number 946-15-4 and a portion of Assessor's Parcel Number 946-015-1-4, regardless of whether all or part of such property is later designated by a different Assessor's Parcel Number, and described more particularly in Exhibit E, attached hereto and incorporated herein. g. TASSAJARA PARK PROPERTY shall mean all property currently designated as Assessor's Parcel Numbers 946- 015-1-6 and 946-015-1-7, regardless of whether all or part of such property is later designated by a different Assessor's Parcel Number, and described more particularly in Exhibit F, attached hereto and incorporated herein. AGREEMENT NOW, THEREFORE, in consideration of the promises and acts described herein, the CITY, COUNTY and AUTHORITY agree as follows: 1. Recitals The foregoing recitals are true and correct and are part of this Agreement. 114\Agree\Annex.Fnl 5 August 25, 1992 198 2. Property Tax Transfer uton Future Annexations Upon annexation to CITY of any property within EASTERN DUBLIN, CITY and COUNTY agree that CITY will receive 25.4% of the full one percent ad valorem property tax and/or possessory interest tax from such property and shall retain all other revenues derived from or attributable to EASTERN DUBLIN normally received by a city on account of propertywithin its city limits. This Agreement is made pursuant to the provisions of Revenue and Taxation Code section 99 and shall constitute the agreement for exchange of property tax revenues required by Revenue and Taxation Code § 99(b)(6). Both parties agree to adopt resolutions accepting this exchange of tax revenues, if required by the executive officer of the Local Agency Formation Commission at the time of an application for annexation. 3. Property Tax Transfer following Annexation of Desianated Properties a. CITY shall continue to receive 25.4% of the full one percent ad valorem property tax and/or possessory interest tax from the TASSAJARA PARK PROPERTY and the CAMP PARKS PROPERTY whether such properties, or any part of either such properties, are held by public or private entities. b. CITY shall receive the following percentage of the full one percent ad valorem property tax and/or possessory interest tax from the portions of the SANTA RITA PROPERTY, the COUNTY SHERIFF PROPERTY and the COUNTY GOVERNMENTAL PROPERTY within the following tax rate areas (or any new tax rate areas 114\Agree\Annex.Fn1 -6 August 25, 1992 199 designated that encompass -the same property) and COUNTY shall receive the following percentage of such ad valorem property tax and/or possessory interest tax: Tax Rate Area City County 26-012 38.565216% 31%* 26-013 29.130376% 31%* 26-021 22.871071% 31% *COUNTY shall receive this percentage of the tax following detachment of the property from the Livermore Area Recreation and Park District (LARPD). c. The provisions of subsection (b) of this section shall apply regardless of the ownership of the property included in tax rate areas 26-012, 26-013 and 26-021 or any successor tax rate areas. d. The provisions of this section are entered into pursuant to Revenue and Taxation Code sections 99.4(b). e. Prior to the effective date of this Agreement, CITY shall apply to LAFCO for detachment of the property included in tax rate areas 26-012 and 26-013 from LARPD. 4. Tax Revenues from SANTA RITA PROPERTY, COUNTY SHERIFF PROPERTY and COUNTY GOVERNMENTAL PROPERTY a. Except as provided in subsection (b) below, CITY will receive all revenues derived from or attributable to the SANTA RITA PROPERTY, COUNTY SHERIFF PROPERTY and the COUNTY GOVERNMENTAL PROPERTY normally received by a city on account of property within its city limits, including the amount of ad 114\Agree\Annex.Fnl 7 August 25, 1992 200 valorem property tax and/or possessory interest tax specified in subsection 3(b) above. b. (1) The total amount of property tax revenues CITY will receive in any fiscal year from the SANTA RITA PROPERTY, COUNTY SHERIFF PROPERTY and COUNTY GOVERNMENTAL PROPERTY shall be reduced by an amount equal to the sum of (1) thirty-five percent (35%) of the sales and use tax revenues received by CITY during the preceding sales tax four quarter period ending with the June State Board of Equalization "balance" payment (hereafter "four quarter period") from businesses located on the GENERAL COMMERCIAL PROPERTY (ONE HUNDRED ACRES) and (2) thirty-five percent (35%) of the sales and use tax revenues received by CITY during the preceding four quarter period from businesses located on the SANTA RITA PROPERTY which is not zoned "general commercial" in CITY's zoning ordinance. This amount shall be referred.to hereafter as the "Property Tax Reduction." (2) In the event that the property tax revenues allocated to CITY from the SANTA RITA PROPERTY, COUNTY SHERIFF PROPERTY and COUNTY GOVERNMENTAL PROPERTY in any fiscal year are less than an amount equal to the Property Tax Reduction, the difference between the amount of such property tax revenues and the Property Tax Reduction shall be carried forward to succeeding fiscal years and shall be a reduction in property tax revenues allocated to 114\Agree\Annex.Fnl -g August 25, 1992 201 CITY from the SANTA RITA PROPERTY, COUNTY SHERIFF PROPERTY and COUNTY GOVERNMENTAL PROPERTY in future years until the difference is reduced to zero. The following example is provided for illustrative purposes: City's Property Amount of Amount 35% of Tax from Reduction to Carried Sales Tax Three Properties Property Tax Forward Year 1 $200,000 $100,000 $100,000 $100,000 Year 2 200,000 150,000 150,000 50,000 Year 3 250,000 800,000 400,000 0 Total $650,000 $1,050,000 $650,000 $150,000 (3) CITYshall, no later than September 30 of each year, notify COUNTY's Auditor -Controller of the amount of the Property Tax Reduction for the preceding four quarter period. For purposes of this Agreement, the amount of sales and use tax received by CITY during the preceding four quarter period shall be calculated as of the date of the June State Board of Equalization payment to the CITY. This amount shall not include the advance for the month following the fourth sales tax quarter included in the June payment. Upon reasonable notice, COUNTY shall have the right to audit CITY's sales tax records to verify the accuracy of the amount reported. (4) COUNTY shall provide CITY with an annual statement, in the form of attached hereto as Exhibit G, 114\Agree\Annex.Fnl 9 August 25, 1992 202 showing the reduction of property taxes pursuant to this subparagraph (b). (5) Upon reasonable notice, CITY shall have the right to audit COUNTY's property tax records to verify the accuracy of the amount of the reduction to CITY's property tax revenues pursuant to this section. (6) In no event shall property tax revenues allocated to CITY from any areas other than SANTA RITA PROPERTY, COUNTY SHERIFF PROPERTY and COUNTY GOVERNMENTAL ` PROPERTY be reduced by virtue of the provision of this paragraph. (7) In no event shall the reduction to the CITY's property tax revenues provided for in this section be used to reduce the CITY's "base" for calculating its allocation of property taxes pursuant to Revenue and Taxation Code section 97 nor shall it affect the CITY's "property apportionment tax factor" calculated pursuant to Revenue and Taxation Code section 97.5 or its share of the annual tax increment or supplemental assessments. (8) CITY and COUNTY agree that the reduction in property tax revenues provided for in subsection (b)(i) above shall not be deemed "proceeds of taxes" by CITY but shall be considered "proceeds of taxes" by COUNTY for purposes of Article XIIIB of the California Constitution. (9) As used herein, "sales and use tax revenues" shall mean the one percent (1%) sales and use tax revenues currently received by CITY pursuant to the Bradley - Burns Uniform Local Sales and Use Tax Law (Revenue and 114\Agree\Annex.Fnl 10 August 25, 1992 203 Taxation Code section 7200 et sea.) and CITY's Uniform Local Sales and Use Tax Ordinance (Dublin Municipal Code Chapter 3.04). c. In the event that the State changes the current basis for allocation of sales and use tax from an allocation according to situs to some other allocation basis, then CITY and COUNTY shall renegotiate the provisions of subsection (b) of this Agreement with respect to sharing of sales and use taxes. In renegotiating the provisions of subsection (b), the parties shall attempt to preserve the relationship between the total amount of the sales and use tax generated from the properties, the percentage of such tax received by the COUNTY, and the percentage retained by CITY. d. 'Notwithstanding the provisions of subsection (b) above, COUNTY agrees that should any automobile franchise, whether currently located within CITY's existing city limits or hereafter located within CITY's existing city limits (except for automobile franchises located on the SANTA RITA PROPERTY), relocate to the SANTA RITA PROPERTY within twelve (12) months from the date the automobile franchise ceased operating in the City, all sales taxes attributable to such automobile franchise shall be allocated to CITY. In such event, the property on which such automobile franchise is located shall be excluded from the definition of GENERAL COMMERCIAL PROPERTY (ONE HUNDRED ACRES) even if it would otherwise come within that definition. As used herein, "automobile franchise" shall mean any business engaged in the sale, of new automobile and/or trucks, whether or not operating pursuant to franchise agreement. 114\Agree\Annex.Fn1 11 August 25, 1992 204 5. Services to be Provided -- COUNTY SHERIFF PROPERTY a. Except as provided in subsection (b) below and except for services provided by franchise (such as garbage, electricity, gas and cable television), COUNTY shall provide all municipal services to the COUNTY SHERIFF PROPERTY, including police services. b. CITY shall provide fire suppression services to the COUNTY SHERIFF PROPERTY and COUNTY shall reimburse CITY, all as provided in paragraph A of the Letter of Agreement between CITY and COUNTY, dated March 11, 1991, a copy of which is attached hereto and incorporated herein as Exhibit H. 6. Services to be Provided-- COUNTY GOVERNMENTAL PROPERTY a. CITY shall provide all municipal services of the type normally provided by CITY to COUNTY GOVERNMENTAL PROPERTY. b. In the event that COUNTY or AUTHORITY requests services for COUNTY GOVERNMENT PROPERTY at a level in excess of municipal services normally provided by CITY, COUNTY and AUTHORITY agree that CITY may impose fees, charges, assessments or other similar mechanisms to recover the cost o= such increased services. c. As used in this Section and in Section 7, "municipal services of the type normally provided by CITY" shall mean all services on the date of this Agreement provided by CITY from funds other than revenues derived from assessments levied on property." 114\Agree\Annex.Fnl 12 August 25, 1992 205 7. Services to be Provided -- SANTA RITA PROPERTY a. CITY shall provide all municipal services of the type normally provided by CITY to the SANTA RITA PROPERTY. b. In the event that COUNTY or AUTHORITY requests services for SANTA RITA PROPERTY at a level in excess of municipal services normally provided by CITY, COUNTY and AUTHORITY agree that CITY may impose fees, charges, assessments or other similar mechanisms to recover the cost of such increased services. c. COUNTY and AUTHORITY agree that the SANTA RITA PROPERTY will be responsible for any assessments, fees, charges or special taxes, such as those imposed pursuant to the Landscape and Lighting Act of 1972 (Streets and Highways Code sections 22500 et.sea.) or the Mello -Roos Community Facilities Act (Government Code sections 53311 et.sea.), for services provided to all property of a like or similar land use city- wide. 8. Land Use Approvals -- SANTA RITA PROPERTY Notwithstanding any rights and powers which it may possess as a California county, COUNTY and AUTHORITY agree as follows with respect to the SANTA RITA PROPERTY: a. Any development or use of the property shall comply with all CITY rules, regulations, resolutions, ordinances or other enactments relating to land use, including but not limited to CITY's general plan, any applicable specific plan, Municipal Code, Zoning Ordinance, Building Code, Electrical Code, Mechanical Code and Housing Code. 114\Agree\Annex.Fn1 13 August 25, 1992 206 b. CITY, COUNTY and/or AUTHORITY may, but need not, enter into a development agreement of the sort authorized by Government Code sections 65864 et.seq. prior to any development of the property. 9. Land Use Approvals -- COUNTY GOVERNMENTAL PROPERTY and COUNTY SHERIFF PROPERTY Notwithstanding any rights and powers which it may possess as a California county, COUNTY and AUTHORITY agree as follows with respect to the COUNTY GOVERNMENTAL PROPERTY and the COUNTY SHERIFF PROPERTY: a. Except as set forth in subsection (d) below, any COUNTY governmental uses proposed for either property shall be reviewed by CITY Planning Commission for conformity with CITY's general plan in accordance with Government Code section 65402 and shall be subject to site development review in accordance with CITY's zoning ordinance. COUNTY shall be the lead agency for purposes of CEQA review. CITY and COUNTY will share the costs associated with processing site development review equally. b. Any governmental uses proposed for either property, other than COUNTY governmental uses, shall be processed in accordance with CITY's rules, regulations, resolutions, ordinances or other enactments relating to land use, including but not limited to CITY's general plan, any applicable specific plan, Municipal Code, Zoning ordinance, Building code, Electrical Code, Mechanical Code and Housing Code. COUNTY and/or AUTHORITY will assure that governmental uses of the property by any governmental entity other than COUNTY are subject to CITY's land 114\Agree`Annex.Fnl 14 August 25, 1992 207 use rules, regulations, resolutions, ordinance or other enactments by inclusion of a condition to that effect in any deed to or lease of, such property or other similar mechanism. c. If the land use designation of any portion of either property is proposed to be changed or subsequently changed to allow non -governmental uses of the property, the provision of section In such 8 of this Agreement shall be applicable to such property. event, CITY will provide municipal services of the type normally provided by CITY to sucii.property, as provided in section 7, and CITY will receive tax revenues derived from or attributable to such property, as provided in section 3(b) and section 4. d. No site development review shall be required for any uses of the COUNTY SHERIFF PROPERTY by the Sheriff's Department as long as the use is within the perimeter of the existing County Jail property or other existing Sheriff Department facilities, such as the existing training facility. e. CITY agrees to process any review pursuant to Government Code section 65402 and site development review required by subsection (a) as expeditiously as possible. 10. COUNTY Ownership of any portion of CAMP PARKS PROPERTY Notwithstanding any rights and. powers which it may possess as a California county, COUNTY and AUTHORITY agree that in the event that COUNTY or AUTHORITY acquires any interest in the CAMP PARKS PROPERTY: 114\Agree\Annex.Fnl 15 August 25, 1992 208 a. The provisions of section 8 and section 9, depending on the use, shall govern the land uses of such property; b. CITY shall continue to receive 25.4% of the full one percent ad valorem and/or possessory interest tax, as provided in Section 3(a); and c. CITY shall provide services to such property pursuant to Section 6, if the use is a governmental use, or Section 7, iftheuse is non -governmental. 11. Future Infrastructure for SANTA RITA PROPERTY and COUNTY GOVERNMENTAL PROPERTY a. CITY, COUNTY and AUTHORITY agree in concept that infrastructure should be constructed as necessitated by development and to accommodate reasonably projected development and that costs of such infrastructure shall be borne by properties benefiting therefrom in proportion to the benefit received. b. Notwithstanding any rights and powers which it may possess as a California county, and in addition to the provisions of Section 7(c), COUNTY and AUTHORITY agree that SANTA RITA PROPERTY will be subject to assessments, fees, exactions and/or special taxes for public improvements, such as but not limited to streets, roads, freeway improvements, schools, libraries, parks, police stations and fire stations (including fire equipment and apparatus), which benefit SANTA RITA PROPERTY to the extent of such benefit. c. CITY agrees that any assessments, fees, exactions and/or special taxes will be imposed or levied in a 114\Agree\Annex.Fnl 16 August 25, 1992 209 manner consistent with the manner of imposing similar assessments, fees, exactions and/or special taxes in EASTERN DUBLIN. d. CITY agrees that it will provide the same level of maintenance to the infrastructure as it provides to other similar infrastructure elsewhere in CITY. 12. Reimbursement for Oversizing Infrastructure In the event that COUNTY and/or AUTHORITY are required to install improvements containing supplemental size, capacity, number or length for the benefit of property other than the SANTA RITA PROPERTY, CITY agrees that it will enter into an agreement with COUNTY and/or AUTHORITY for reimbursement for such supplemental improvements in accordance with, and subject to, Dublin Municipal Code section 9.16.110 and Government Code sections 66485 et.seq. 13. Dedication of Easements and Right -of -Way AUTHORITY agrees to dedicate to CITY or other appropriate agencies or entities such portions of SANTA RITA PROPERTY located within the ultimate right-of-way of Gleason Drive, Dublin Boulevard and Hacienda Drive as are necessary for utility easements or right-of-way for installation of utilities such as water, sanitary sewer, communications, gas, electric, storm sewer and cable television. Such dedication shall occur when the SANTA RITA PROPERTY is developed or, in advance of such development, if needed for development of properties in EASTERN DUBLIN. 114\Agree\Annex.Fnl 17 August 25, 1992 210 AUTHORITY agrees to negotiate in good faith with CITY to dedicate any other easements necessary for development of the SANTA RITA PROPERTY and/or properties in EASTERN DUBLIN. 14. Miscellaneous Provisions a. CITY and COUNTY agree to work together to assure, to the extent legally possible, that appropriate mitigation measures are required for any development in southern Contra Costa County that adversely affects traffic circulation in EASTERN DUBLIN and SANTA RITA PROPERTY. b. CITY and COUNTY agree that it is in the interests of both parties to provide adequate sewerage capacity for development of the SANTA RITA PROPERTY and properties in EASTERN DUBLIN and, to that end, agree to work cooperatively toward that goal. c. In the event COUNTY wishes to expand its existing water storage facility located on Tassajara Hill for exclusive use of the Santa Rita Jail, COUNTY shall submit such proposed plans to CITY for review pursuant to Government Code section 65402. In the event that the purpose of expanding such facility is for future use in addition to uses needed by the Santa Rita Jail and other COUNTY governmental uses, COUNTY shall process a conditional use permit through CITY. d. CITY agrees to process an application for planned development rezoning and a development agreement simultaneously with the general plan amendment and specific plan currently being processed, provided such processing is at COUNTY's sole expense and provided, further, that it is understood and agreed that any such rezoning would be conditional 114\Agree\Annex.Fn1 18 August 25, 1992 211 pending completion of the general plan amendment and specific plan process. e. CITY and COUNTY agree that there shall be no adjustment to either party's appropriations limit by virtue of this Agreement. f. CITY agrees that it will not include the SANTA RITA PROPERTY within a redevelopment project area without the consent of COUNTY. 15. Agreement to Become Effective Upon Council Action a. This Agreement shall not become effective unless and until the CITY, acting through its City Council, adopts a general plan and specific plan for the SANTA RITA PROPERTY and COUNTY GOVERNMENTAL PROPERTY which designates land use for such properties of not less than 85% by square footage or by number of units of the land uses shown on Exhibit I, attached hereto and incorporated herein. CITY shall notify COUNTY and AUTHORITY of the effective date of the general plan amendment, which shall be the date of this Agreement. b. Notwithstanding subsection (a) above, this Agreement, once effective, shall not become ineffective if, upon application by COUNTY, AUTHORITY or their successors, CITY changes the land uses for the properties to different intensity of development than that shown on Exhibit I. c. Notwithstanding subsection (a) above, once this Agreement becomes effective, CITY later reduces the density of land uses by more than 15% (by square footage or number of units) below that shown on Exhibit I, the provisions of Section 114\Agree\Annex.p19 19 April 30, 1993 212 20(b) regarding breach shall be applicable, unless such reduction is agreed to by COUNTY. d. Once effective, and except as provided in subsection (e) below, this Agreement shall supersede the Annexation Agreement, which shall thereafter be of no force or effect. e. The Letter of Agreement dated March 11, 1991, (Exhibit H) shall remain in effect with respect to the provision of fire suppression services to COUNTY SHERIFF PROPERTY. 16. Additional Documents and Agreements The parties agree to cooperate in the execution of any additional documents or agreements which may be required to carry out the terms of this Agreement. 17. Successors This Agreement shall bind and inure to the benefit of all successors and assigns of the parties and any associates in interest, and their respective directors, officers, agents, servants, and employees, and the successors and assigns of each of them, separately and collectively, and all its provisions including paragraph 8, shall specifically bind and inure to the benefit of any subsequent owners of the SANTA RITA PROPERTY. 18. Construction of Agreement This Agreement shall be construed and enforced pursuant to the laws of the State of California. 114\Agree\Annex.Fu1 20 August 25, 1992 213 19. Time of the Essence In entering into this Agreement, the parties recognize and agree that time is of the essence. 20. Breach a. If CITY, COUNTY or AUTHORITY breach any provision of this Agreement, the non -breaching party may bring an action for specific performance, declaratory relief, writ of mandate or other appropriate action at law or equity and may recover damages, including interest at the legal rate specified in Code of Civil Procedures section 685.010 from the time of breach, sustained as result of such breach. Damages shall be recoverable only for tax revenues found to be due to the non - breaching party. The prevailing party shall be entitled to recover its attorneys' fees and costs from the breaching party. b. In the event that CITY breaches Section 15(c) of this Agreement, the provisions of Section 2 hereof shall be of no force or effect from the date of such breach forward but such breach shall not affect the allocation possessory interest taxes to CITY from of property taxes and/or property already annexed to CITY. In addition, the provisions of Section 8 hereof shall be of no force or effect and COUNTY and/or SURPLUS PROPERTY AUTHORITY shall be free to develop the SANTA RITA PROPERTY without compliance with CITY's land use regulations. c. If COUNTY fails to remit any tax revenues due to CITY in a timely manner, COUNTY shall pay CITY interest at the legal rate specified in Code of Civil Procedure section 685.010. until such tax revenues are paid. 114\Agree\Annex.Fn1 21 August 25, 1992 214 21. Notices Whenever notice is required hereunder, it shall be given to the parties as follows: To: City of DUBLIN: City Manager City of Dublin 100 Civic Plaza Post Office Box 2340 Dublin, CA 94568 To: COUNTY of Alameda: County Administrator • County of Alameda 1221 Oak Street, Room 555 Oakland, CA 94612 To: SURPLUS PROPERTY AUTHORITY: County Administrator County of Alameda 1221 Oak Street, Room 555 Oakland, CA 94612 22. Warranty of Legal Authority Each party warrants and covenants that it has the present legal authority to enter into this Agreement and to do the acts required of it hereunder. If any party is found to lack the authority to do the acts required of it hereunder or is prevented from performing the acts by a court of competent jurisdiction, this Agreement shall be void. 23. Entire Agreement This document embodies the entire terms and conditions of the Agreement described herein. This Agreement may be executed in three (3) counterparts, each of which shall constitute an original. 215 114\Agree\Annex.Fnl 22 August 25, 1992 24. Zffective Date Th.s Agreement shall become in section 15 herecf. Dated: Approved as to form'; City Attorney Dated: tAY041993 Approved as to form: County Couns _ MLIY f, d 1441 SURPLUS PROPERTY AUTHORITY effective as provided CITY OF DUBLIN Mayor COUNTY OF ALAMEDA Chairman of the Board COUNTY OF ALAMEDA SURPLUS PROPERTY AUTHORITY / _ P I hereby certify usJler penalty of perj cute th tis the eu remendotbof the Board of Supervisors was du147 authorized to exe of the County of Alameda by a majority vote of the Board on nment and that a copy j has been delivered to the President as provide y" Code Section 25103. Dated: MAY 0 41993! WILLIAM MBERWEIN, Clerk, Board of Supervisors County of Alameda, State?ofCalifornia. ! Deputy a r' ei ay.. 4 216_ Exhibit A Exhibit B Exhibit C Exhibit D Exhibit E Exhibit F Exhibit G Exhibit H Exhibit I LIST OF EXHIBITS Legal Description -- CAMP PARKS PROPERTY Legal Description -- COUNTY GOVERNMENT PROPERTY Legal Description -- COUNTY SHERIFF PROPERTY Legal Description -- EASTERN DUBLIN Legal Description -- SANTA RITA PROPERTY Legal Description -- TASSAJARA PARK PROPERTY Annual Statement of Property Tax Reductions for Year Ending June 30, 19xx Letter of agreement between CITY and COUNTY, dated March 11, 1991 Proposed Eastern Dublin General Plan Amendment And Specific Plan Land Use Summary by General Plan Use Designation For Santa Rita Property 217 15 ` note: t t000' Estate of E. A. Dougherty. •a Pg•75) Rancho Son Ramon (J.M.Amador) (Pot.8k;"A' Pg.t71) a Q Q. gNV9 . q Q u boyy �a`zl q'Q t to NZ 26-00.8 . >- 7. D 0 Q 0 0 • Amended Map of the Town of Dougherty(Fa OL) Gfa' ,. 6 / x ' !SO B (491.6Ac) _TOTAL AREA 3636.12 in contra costa - 916.1 in alcneda 2720.0 to freeway - 6.55 (2713.47) U.S.A. 1-5 1254.54Ac(R) $RRR 872 - - 47R- 20 •~„'�/� w..i S`'RRr6721.1 - 47E - 16 C d D (594.53Ac1 CAST20 VALLEY 0.111.11 COUNTY A OB.L66ACJ NO. CCIRSE 0151"�t. 5t9°33 E 149 2 S35°03E 7 3 25'25E 11� 4 S I° 45•w 57•: 5 S2G°plw 30. 5 5.5°33w IC� 7 S40 35'w 3a a s9°2l'E 55, 9 S72.04 E 3s 10 v7a°29E 79.• ' Y 4, 541 05.017 pi4`\ 1I.5Z. ; \ Yt !-5 F ,,Ya 11 .sue Il S4d10E roo.l4(265.33.:c) �''- 1z L lib.; zt'£ I5S %o , t3 5 .• o5w a'1.7.9 14 S 2Y0p'W Sl•3C .(1 IS S9'II' W 1t39.32 0 lc 5%3'-id E. 49.99 -1� tl S 19 59 . 2.5.00 p IB NLl't3'E.42. 19 S tat 35'E 59.♦2. ON 20 5ii' W E. 21II s1s WE.. 152.z3 YL S 1t 39W • 9G94 0 23 S 3' 14' W 109.11 24 9 l l' S5 4302 2 li"• 2$ 9Z9.03'E 1G..S1. ,81./6Ae1 i zt. S.4a'13•3. IS4.9L2 r 1 4 ti T7 Sl•22fi U.te53 ''�.. � ... O 2a S' Stew 64.6Q � ti y o� iv ui/. i ls•w•rc a' vcu +15 13 � 084.50..c) (25665.4.:)„,, f„ •a. .J INTER STATE J Ni z a 4,� o < o J 1 rd c! N v-0 45233 Ae. q iANCN0 .rAsfs 41i� ai yA 7•• �/ '� y+• ;:�%r 11 55.002 ,• ': country , / .c•''�+•°' 95/.B1 AC 91./ ExN I s FT .4218 4. l7 Ae. CONii./ *410 lore trr • PROPERTY I • • Ng.. MI !7' •♦ M.• •=.r dI.• r•. i =IS M NI - III - —. \ \[ —•vas L'/J Ili I ti4 • iLy'4Xj��I •1 • 11.1q1},c. 42 374 �'v -11 -i �'' 1 •� J-� S - - _ k' 4, • • if co-11NTY GOVERN M� 'I ENTAL PROPE.LlV�/ (_2R;.�14± AC) TY• li1l}�%, • . i • • • r• • Id 1 1 • nft ----.•ll II) .w 0. n. i% �— ._-•.�•.•-�� — . '*• of r- • • i s II-1 1 R I T r ... M.\\ .„ cJr-r F2 1 FF— P'""- EFI • ' • • : • , IMES11. Man a•••=10. . a. ' • • ' • : • • • : - • :-.‘ ; • ••• • • smoll ' _ , 'a • - •. , • 1•••••1 • ~M., { en—ri —_ r s • - """.. • .. : . ' ''' . ' • " . ' • . ,.. 7.. . .. • . ,. „ r,... .... .., .: s ,,,... ‘ , . .•'.. 1 :' 7 ''. :. • ';.•?. „ :-. ' ?, . . . . • , .1. . •' • • .... • • I .... ',": ,,,,?....PP...1.6. NM' min., 'Mr •••••••• ONO *Air, ail _ •111...... .,..../. .,.....,,, ........; .'...., ,... ,..y, ,Ii!..i,)71 •.f 1 , „ . I Tr!. izr-,--.;-:iii.ftgR •=4giiikilidir I - i-;,-- ----- ./.- ,ii.:• vi....• .NAt ', . .... .. . - • - : :. : • ..• ,.. •.....; • . ,,,.,..,....., . . .. ::'..... . 1 • ' ' ,; t . A ", , , manip:a!imma...mmor sm. ••• ••••:---7M-a) _ 1•44•0 0.0/341 444•••• 0.04.10•0.01141.• I 4.14040•444‘ 14444%•40.41 4444 1010 1114 •441 4•44.0.4*. ..... .• m.o. -1 .004 04.0 114040.•• 4101 .14414.C.4$4. 40.1 / 44, ..... 40M. 1414•0•41 444. .^ • • • 1/14•l(414.1:11. r 14.1,Crt. I • tin TTT P.V. 4-7-92 1-11 E3 1 "T" C.2!° • . • ..,. .. . - . • . ...• • • .... .. . . , . ... . .. .• .... . -'" -... . ...• . ... ...• ... , - '1 — —••• _ .._......_--, 1t •-hili.4 z - - • .. ..• • • ..-. •.• 4.- , • •• _...-..... _......r sk Id, ..g. ft. or.Q...., 4.....;....-•:...^..:............_ w ...--.0.44- ' .0 -- . . . • • . - . • • — • •.. C -•X • :7 • . pr./ • ' - • .••• • *•-• • ..-, • • • • cr- i•4 • • . • •• -• . • • • • _ • •.. . , • „, • • • ' • •- - - '4" •, (I/ • -•. • I 1. • - . • • ••• • .7. • L • r 11 • — • - - • - • - ;-cP • 4 • •3 - _ _ - - --C." ' cD4.r4 Zai %).• Z- 5 . j . • • •-• . ▪ - . .7 -7—- =-•.?_• ••• - • - - = am • ••• 21 qi.••J/ -II, as - F20PI RT 7 \ • • • • - 3. 41d t74-7 -`l .. ,,,Ponocnry AIM �-- }- . r • r• r• • • P.J.I •,, II. l•.w n r. .•.•r. i La It 11 L{a. iia1•a�( ,a/yatK •...: ;& j . %%it f` "�,��6� r n�A U 946-15-4 r•` ram"-jl. 946-15-2 EX11--1IBIT 222E. TASSAJAIPA PARK IR F2 C) F) IR. 1 o 1 h, c• N sL� o.n co m X C amr� o ._ ti NCn.O.O N c r ' cy--'• i` ti to C=wronmr93 72 (57.62Ac) 0 4 ,a N• l' • a 41°,1 czr a . 1 ro 0 i i0 co o>E 0 4aQ i c.co<aQt 26-OQ8 O }•a • 1- 1tj {26 005) U.S.A. i...e.:g ! 1 a 7 1 I o , 12.59 54Ac (Rl i D z 0 (11 .S,?RR t 872- ),-47F-20 r. ..•w••• yam«, 1 SPRR-872-.4 - 47E - 76 • C 8 0 / (58456.:e) -CASTRO VALLEY Q 0 c� 9 (49C61.4c) ...TOTAL AREA 3636.12 in contra costa - 916.1 in olarneda 2720.0 to freeway - 6.55 l2 7 1 3.4 7; w - ScoIe:I".100d Estate of E. A. Dougherty. (Ek.8 Pg.75) Rancho San Ramon (J.M.Amador) (Po1.Ek."A" Pg.17I) Amended Map of the Town of Dougherty (Ec25, - O 16 (2.5241Ac) , r?. A (I83.66Ac/ 06155014) 1 Il wv d� _ . = 'L +''` l ' -- INTER sr4iE w5 gE 457:33 Ac. Sao o•. l% 54a•laE 12 43 o 9 11' 21'E 18S4 t 5 . 5w o1.29 14 521'oo'W Sl.3c IS, S9'1l'W 189.32 �p 1G 51327E 49.S4 \ 1l S1S'S7E 25.0O 1 l8 N':.13'E 4Zt9 �i1 t9 5E6'35'E 239t. -M11 2e S33'21'E 99.a2 04'' 21 5.tS• ICE 15223 22 Zs w • 98.94 2'2 5 l 09. l 1 24 Slia 5a� 43e2, ., LN Wu/ C0LFSE C;ST. 1 Sle433E 1� 2 S55 3 E 3 525'25E I1 a S'° - 53C'2I.M - 6 57.°32'M 7 S40°3°, n . 3 5'°2i E 9 572°0 , 10 n78425E 54 ti roo.-ta(26`3.TAc) _- 25 S-.:u•o3 E 1C.s.54 r';.i 6•:•1 'i 2C $4E'13'2 lS1.91 21 S 1' 22' E 28 sea: 3o'w t4 5 s� (2C99Us) COI/NTr 95L81 Ae (R- 60) a 13 .l •h ,c566.:.c1 ,._: 500. 'j1. • Il• ac< �L. (26-0123----S1�-- USA. ?1,1. 4.17 Ae. q.� 4 � � o' s!..! 1 - 223 lr-v11_11aN=t• 11--r CITY OF DUBLIN ANNUAL STATEMENT OF PROPERTY TAX REDUCTIONS FOR YEAR ENDING JUNE 30, I9xx PROPERTY TAX REVENUES TAX ROLL SANTA RITA PROPERTY ., COUNTY SHERIFF AND GOVERNMENTAL PROPERTY Current Secured $50,000 S25.000 Current Unsecured 5,000 3,000 Supplemental Assessment 6,000 2.000 Prior Secured 4,000 1,000 Prior Unsecured 1,000 1,000 Prior Supplemental Assmt. 1,000 1,000 TOTAL $67,000 S33,000 TUFAL LESS 35q SALES TAX REVENUE . : • CARRY -FORWARD 200,000 NOTE: Tax Revenue reduced $100,000 and $100,000 carry -forward to subsequent year reduction. ANNUSTATLUM I--1 1 E3 I I- 0224 CITY OF DUBLIN PO Box 2340. Dublin. Cahfornia 94568 March 11, 1991 Mary King, President Board of Supervisors Alameda County 1221 Oak Street, Room 536 Oakland, CA 94612 City Offices. 100 Civic Plaza. Dublin, Cai.`crrra 94568 1.1ii.:)11'i ": tti.. RE: Letter of Agreement regarding Annexation Agreement Provision of Fire Services Honorable President King and Members of the Board: cr :. ; ra • :1 The City of Dublin and the County of Alameda are parties to an agreement entitled "An Agreement Between the County of Alameda and the City of Dublin regarding Camp Parks, Tassajara Park and Santa Rita Properties," which was signed by the City and County in 1986, and is commonly referred to as the "Annexation Agreement." Paragraph 5(c). of the Annexation Agreement provides that the County will remit to the City an amount equal to the City's costs for providing services to the Santa Rita property (described in Exhibit C to the Annexation Agreement), as such costs are determined pursuant to the formulae set forth in Exhibit F to the Annexation Agreement. Paragraph 5(f) of the Annexation Agreement then provides that if the cost of services will exceed 50% of the revenue attributable to the Santa Rita property, the City and the County shall reach agreement regarding the funding of the services which exceed 50% of the revenues. The purpose of this letter is to set forth our agreement, pursuant to the provisions of paragraph 5(f) of the Annexation Agreement, regarding the County's obligation to reimburse the City for the cost of providing fire services to the Santa Rita property. In particular, this letter of agreement relates only to the method of reimbursement for the provision of fire services to the County's Santa Rita Jail (the new Santa Rita Jail) and other public facilities located on the Santa Rita property, as described in the Annexation Agreement. This letter of agreement does not alter the existing method of calculating the cost of reimbursement to the City for fire services as set forth in the "Illustrative Worksheet for Calculating Fire Service Costs," which is part of Exhibit F to the Annexation Agreement, for non-public buildings and structures which may be constructed on the Santa Rita property in the future. E )G E--I I B FT I. Administration (415) 833.6650 • City Council (415) 833-6605 • Finance 015) 833-6640 • Budding Inspection (415) 833.6820 225 Code Enforcement (415) 833•6820 • Engineering (4151 833.6630 • Planning (4151 833-6610 ---- -• . . - ..e. (Inn or^n _ 0,. ronnnn I.11Sl By this letter of agreement, the cii y A. City's costs for . Dviding fire services (as '",efined in Exhibit 1) to the Santa Rita Jail facility, commencing 1, 1989, shall be. not less than $55,200 per Fiscal Year, commencing with the Fiscal Year beginning July 1, 1989, provided that should the number of calls to the Santa Rita Jail exceed 22 calls in any Fiscal Year beginning with Fiscal Year 1990-91, the City's costs for providing fire services for that year and subsequent years shall be $55,200, plus the "actual costs" per call in excess of 22 calls calculated as shown on Exhibit 2 hereto. B. City's costs for providing fire services on the remainder of the Santa Rita property, as described in Exhibit C to the Annexation Agreement and more particularly shown on Exhibit 3 hereto, shall be the "actual cost" per call per Fiscal Year, and calculated"as shown in Exhibit 2. This method of calculating the City's costs for fire services on the remainder of the Santa Rita property shall not be applicable upon completion of construction of, and assignment of an assessed valuation to, any non-public building on the Santa Rita property. The cost of fire services for non-public building shall be calculated as set forth in Exhibit F to the Annexation Agreement. The City, through the Dougherty Regional Fire Authority, will commence providing fire services to the remainder of the Santa Rita property on January 1, 1991. As used above, "actual cost" shall mean the average cost.per call for each Fiscal Year of the Dougherty Regional Fire Authority (a joint powers agency through which City provides fire services), its successor in interest or the City of Dublin if it directly provides fire services. "Actual Cost" shall be calculated in the manner set forth in Exhibit 2, which is attached hereto and incorporated herein. D. City's costs for providing fire services, as set forth above in paragraphs A & B, determine the amount County will remit to City pursuant to paragraph 5(c) of the Annexation Agreement. In accordance with the Annexation Agreement, City shall invoice County quarterly for fire services. County will pay 25 percent of the base contract cost ($55,200) for each of the first three quarters of the Fiscal Year. City will invoice County for the fourth quarter for the balance owed the City as calculated in accordance with Exhibit 2. County shall pay City within 30 days of receiving an invoice. Approved as to Form ELIZABETH SILVER, City Attorney By: fl -e4 C � r Attest: L U � Approved as to Form KELVIN H. BOOTY, JR., County Counsel By: COU TY OF A AMEDA By: 226 FIRE SERVICES The following definition of Fire Services is for use in the proposed Alameda County Agreement. Fire Services — For the purpose of this contract, Fire Services (or Fire Suppression Services), shall be defined as Fire Authority response to the following types of Incidents; 1. Any type of fire 2. Hazardous Materials incidents 3. Fire, smoke, or water flow alarms 4. Vehicle accidents 5. Extrications b. Rescues 7. Medical aids a. Smoke/odor investigations 9. Arcing electrical wires and equipment 10. Gas leaks 11. Hazardous conditions Fire Prevention inspection activities at the Santa Rita Jail are not included its the above definition. EXHIBIT 1 5587c 227 CITY OF DUBLIll FIRE SERVICE COST NORKSHEET FOR SANTA RITA JAIL AND SANTA RITA PUBIC PROPERTY A. Fiscal Year EL Annual Fire Authority Operating Costs C. Total Calls (Fiscal Year) D, Cost per Call (BIC) E. Calls to Santa Rita Jail F. Excess Calls (E — 22, if less than 0, enter 0) G. Excess Call Costs (D x F) H. Calls on Santa Rita Property (excluding Santa Rita Jail) I. Cost of Calls on Santa Rita Property (0 x H) J. Base Year Agreement t5,202_ K. Cost of Providing Fire Service to County Property (G f I + J) 5587c EXHIBIT 2 228 ;� r• 110 • t 1- 1 0 0 0 x .S ,i_ammo( `.,atilt 1 1. Aj1111 11611 r 1 1 1 e e• Cuxtl • alef a0 °• Cox • ,,.• , , • I ii 1 1...1 1 1 :;.1..'p L�' "IC'1 1111,1 .I • {r i r• r w. . will, ..• till 1 • t411'i •1•.{:•)•I•.•••M, 111/I , 1. •, ••• 111 7l ''I�:.•.1 t1/12 i• �I •i'•'•'I. . . • 1, t,ioa of the Property of She Estate of E. A. Daugherty. talnm • Rah Son Ramon (J.1..Amodal 7.'11h•t rlmi Amended ?.bp of 'Town of Courperly Q 1) i1 1 '.11 1i:i j 1 „ 1 •.• 1. 1 •;' 4 11 1";t • 11. t;.•t n ,•1'. t.t• ert't�~� 0 �• rr • • `\♦ e.I...r APN 946-01571-4 •.•... •••eTf. A. I' 7 k. !•▪ f: I i• s , ` I. .M(,,M . 1 !2V C.l,t.1%!: A.11;1 ! 1''. ' �. •L.w/\! Ill.Jl J V' ,TT+�R •rtr• •:.,1' P.1;r 1' , . • • , , , ` , j e, „• ...1...1.2.4 >. T • ac �:: • • APN 94 6-015-2 ' •� SI >• 'tl �t 1'. r , . 1, I. '1 541 a 11111A WTI III ' ;., 4.. • f, J1111 fl 0 w, 1. .��^.•`lyy �'". • t• 1 •.�: t i i t• x •:;1t1;y:'•''- .. • 't, .4_0.'I.'•.. I.-1 • , • I's Llinarr C, Santa Meta Property, 1a defined at 'Ithat area identified 'or Alanlda County .1• Aaeeseor Parcel Xunbara 946-015-2 sad 946-013-14 as of July 1986. S••. 3100 A 1 229 T PROPOSED EASTERN DUBLIN GENERAL PLAN AMENDMENT AND SPECIFIC PLAN LAND USE SUMMARY BY GENERAL PLAN LAND USE DESIGNATION FOR SANTA RITA PROPERTY Land Use Designation Santa Rita Property COMMERCIAL Gross Acres Units General 103.0 1.217 msf Neighborhood 18.0 .235 msf Campus Office 135.8 2.924 msf Hotel 5.0 .120 msf Industrial Park 53.4 .651 msf Public/Semi-Public 0.0 0.000 msf SUBTOTAL RESIDENTIAL 315.2 5.147 msf High 36.3 1,271 5du Med. High 39.5 790 du Medium 64.2 642 du - Low 67.2 269 du Rural 0.0 0 du SUBTOTAL PARRS AND OPEN SPACE City Park Community Park Neighborhood Park Neighborhood Sq. Open space SUBTOTAL SCHOOLS 207.2 2.972 du 56.3 0.0 0.0 0.0 24.6 1 park o parks 0 parks 0 parks 80.9 1 park Elementary 10.5 1 school Jr. High 0.0 0 schools High 0.0 0 schools SUBTOTAL 10.5 1 school TOTAL LAND AREA: 613.8 114\agree\arnex.r1 Page 29 of 28 June 15, 1992 E)CH IBIT 230 PROPOSED EASTERN DUBLIN GENERAL PLAN AMENDMENT AND SPECIFIC PLAN LAND USE SUMMARY BY GENERAL PLAN LAND USE DESIGNATION FOR SANTA RITA PROPERTY Land Use Designation Santa Rita Property COMMERCIAL Gross Acres Units General 103.0 1.217 msf Neighborhood 18.0 .235 msf Campus Office 135.8 2.924 msf Hotel 5.0 .120 msf Industrial Park 53.4 .651 msf Public/Semi-Public 0.0 0.000 msf SUBTOTAL 315.2 5.147 msf RESIDENTIAL High 36.3 1,271 5du Med. High 39.5 790 du Medium 64.2 642 du Low 67.2 269 du Rural 0.0 0 du SUBTOTAL PARKS AND OPEN SPACE City Park Community Park Neighborhood Park Neighborhood Sq. Open Space 207.2 2,972 du 56.3 0.0 0.0 0.0 24.6 1 park 0 parks 0 parks 0 parks SUBTOTAL 80.9 1 park SCHOOLS Elementary 10.5 1 school Jr. High 0.0 0 schools High 0.0 0 schools SUBTOTAL 10.5 1 school TOTAL LAND AREA: 613.8 EXHIBIT I 114\Agree\Annex.Fnl 24 August 25, 1992 231