January 14, 2025 Dublin City Council Regular Meeting Agenda 1 COUNCILMEMBERS City Council Chamber
Dr. Sherry Hu, Mayor Dublin Civic Center
Kashef Qaadri, Vice Mayor 100 Civic Plaza
Jean Josey, Councilmember Dublin, CA 94568
Michael McCorriston, Councilmember www.dublin.ca.gov
John Morada, Councilmember
Regular Meeting of the
DUBLIN CITY COUNCIL
Tuesday, January 14, 2025 Location: City Council Chamber 100 Civic Plaza
Dublin, CA 94568
Pursuant to Government Code §54953(b), this meeting will include the following teleconference location:
• Councilmember Morada will be attending the Regular Meeting via teleconference from Marriott Dallas Uptown, Lobby, 3033 Fairmount Street, Dallas, Texas, 75201 The public shall have the opportunity to address the City Council at this teleconference location pursuant to Government Code Section §54954.3. All votes during the teleconference session will be conducted by roll call vote. The teleconference location is accessible to the public and the agenda will be posted at the teleconference location 72 hours before the meeting.
REGULAR MEETING 7:00 PM
Additional Meeting Procedures
This City Council meeting will be broadcast live on Comcast T.V. channel 28 beginning at 7:00 p.m. This meeting will also be livestreamed at www.tv30.org and on the City’s website at: https://dublin.ca.gov/ccmeetings For the convenience of the City and as a courtesy to the public, members of the public who wish to offer comments electronically have the option of giving public comment via Zoom, subject to the following procedures:
□ Fill out an online speaker slip available at www.dublin.ca.gov. The speaker slip will be made available at 10:00 a.m. on Tuesday, January 14, 2025. Upon submission, you will receive Zoom link information from the City Clerk.
Speakers slips will be accepted until the staff presentation ends, or until the public comment period on non-agenda items is closed.
□ Once connected to the Zoom platform using the Zoom link information from the City Clerk, the public speaker will be added to the Zoom webinar as an attendee and muted. The speaker will be able to observe the meeting from the Zoom platform.
1 January 14, 2025 Dublin City Council Regular Meeting Agenda 2
□ When the agenda item upon which the individual would like to comment is addressed, the City Clerk will announce the speaker in the meeting when it is their time to give public comment. The speaker will then be unmuted to give public comment via Zoom.
□ Technical difficulties may occur that make the option unavailable, and, in such event, the meeting will continue despite the inability to provide the option.
1. CALL TO ORDER
2. PLEDGE OF ALLEGIANCE
3. PRESENTATIONS AND PROCLAMATIONS
3.1 Presentation and Poem Reading from City of Dublin Poet Laureate The City Council will receive a brief presentation and original poem reading by Richard Deets, City of Dublin Poet Laureate.
STAFF RECOMMENDATION:
Receive the presentation.
Staff Report
Attachment 1 - Water, Water Everywhere - Original Poem by Richard M. Deets
3.2 Lunar New Year Proclamation
The City Council will present the Lunar New Year proclamation.
STAFF RECOMMENDATION:
Present the Proclamation.
Staff Report
Attachment 1 - Lunar New Year 2025 Proclamation
3.3 2024 Sponsor Recognition
The City Council will recognize sponsors that contributed to City events, programs, and facilities in 2024.
STAFF RECOMMENDATION:
Recognize the 2024 sponsors.
Staff Report
Attachment 1 - 2024 City of Dublin Sponsor List
Item 3.3 PowerPoint Presentation
3.4 Recognition of the Altamont Cruisers Car Club for their Donation to Dublin Police Services
The City Council will recognize the Altamont Cruisers Car Club for their recent donation of $3,500. The donation will be used for operating supplies for the Crime Prevention Unit.
STAFF RECOMMENDATION:
Formally accept the donation and present a Certificate of Recognition to the donor.
Staff Report
2 January 14, 2025 Dublin City Council Regular Meeting Agenda 3 Attachment 1 - Altamont Cruisers Car Club Certificate of Recognition
3.5 Recognition of the 2024 “Deck the Homes” Holiday Home Decorating Contest Winners
The City Council will receive a presentation on the 2024 “Deck the Homes” Holiday Home Decorating Contest and present Certificates of Recognition to the winners.
STAFF RECOMMENDATION:
Present the Certificates.
Staff Report
Attachment 1 - 2024 Holiday Home Decorating Contest Winners Item 3.5 PowerPoint Presentation
3.6 Employee Introduction
New City of Dublin Staff member, Robert Magno, Assistant Civil Engineer with the Public Works Department, will be introduced.
STAFF RECOMMENDATION:
Welcome the new City of Dublin Staff member.
Staff Report
4. PUBLIC COMMENT
At this time, the public is permitted to address the City Council on non-agendized items.
Please step to the podium and clearly state your name for the record. COMMENTS SHOULD NOT EXCEED THREE (3) MINUTES. In accordance with State Law, no action or discussion may take place on any item not appearing on the posted agenda. The Council may respond to statements made or questions asked, or may request Staff to report back at a future meeting concerning the matter. Any member of the public may contact the City Clerk’s Office related to the proper procedure to place an item on a future City Council agenda. The exceptions under which the City Council MAY discuss and/or take action on items not appearing on the agenda are contained in Government Code Section 54954.2(b)(1)(2)(3).
5. CONSENT CALENDAR
Consent Calendar items are typically non-controversial in nature and are considered for approval by the City Council with one single action. Members of the audience, Staff or the City Council who would like an item removed from the Consent Calendar for purposes of public input may request the Mayor to remove the item.
5.1 Approval of December 17, 2024 Regular City Council Meeting Minutes The City Council will consider approval of the minutes of the December 17, 2024 Regular City Council Meeting.
STAFF RECOMMENDATION:
Approve the minutes of the December 17, 2024 Regular City Council Meeting.
Staff Report
Attachment 1 - December 17, 2024 Regular City Council Meeting Minutes 3 January 14, 2025 Dublin City Council Regular Meeting Agenda 4
5.2 Annual Proclamation
The City Council will review the Official List of Proclamations and consider approval of the Annual Proclamation.
STAFF RECOMMENDATION:
Accept the Official List of Proclamations and approve the Annual Proclamation.
Staff Report
Attachment 1 - Official Proclamation List 2025
Attachment 2 - Annual Proclamation 2025
5.3 Directing Preparation of Annual Engineer’s Reports for Street Lighting Maintenance Directing Preparation of Annual Engineer’s Reports for Street Lighting Maintenance District 1983-1, Landscape and Lighting District 1983-2, Landscape and Lighting District 1986-1, Landscape and Lighting District 1997-1, and Street Lighting Maintenance District 1999-1
The City Council will consider directing preparation of the Annual Engineer’s Reports for the five Assessment Districts.
STAFF RECOMMENDATION:
Adopt the Resolution Directing Preparation of the Annual Engineer’s Reports for Street Lighting Maintenance District 1983-1, Landscape and Lighting District 1983-2, Landscape and Lighting District 1986-1, Landscape and Lighting District 1997-1, and Street Lighting Maintenance District 1999-1.
Staff Report
Attachment 1 - Resolution Directing Preparation of the Annual Engineer’s Reports for Assessment Districts 1983-1, 1983-2, 1986-1, 1997-1, and 1999-1
5.4 Appointment to Tri-Valley Community Television Board The City Council will consider approving the Mayor’s recommendation to appoint Deputy City Manager Hazel Wetherford as the Dublin representative on the Tri-Valley Community Television Board of Directors.
STAFF RECOMMENDATION:
Approve the Mayor’s recommendation of Deputy City Manager Hazel Wetherford as the Dublin representative on the Tri-Valley Community Television Board of Directors.
Staff Report
5.5 Francis Ranch Development Public Art
The City Council will consider approving Trumark Homes’ proposal for public art at the Francis Ranch development project that is now under construction. The proposed artwork, designed by artist Eric Powell, would be located in future public spaces, which the developer is constructing as part of the project.
STAFF RECOMMENDATION:
Consider approving the artwork proposal by Trumark Homes for the Francis Ranch development project.
Staff Report
Attachment 1 - Artwork Design Proposal by Artist Eric Powell 4 January 14, 2025 Dublin City Council Regular Meeting Agenda 5
5.6 Alameda County Fire Training Center
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.
Staff Report
Attachment 1 - Resolution Waiving SDR 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
Attachment 2 - Exhibit A to Resolution - Agreement Between the City of Dublin and the County of Alameda Regarding the Enforcement of Conditions of Approval for the Fire Training Center
Attachment 3 - 1993 Annexation Agreement
5.7 Acceptance of California Department of Justice Tobacco Grant Program The City Council will consider approving a Memorandum of Understanding with the California Department of Justice to accept a grant award from the Tobacco Grant Program for Dublin Police Services. This grant will support increased enforcement of state laws and City ordinances related to the illegal sales and marketing of tobacco, or other nicotine related products, including e-cigarettes, to minors for three fiscal years.
The grant will also assist in tobacco-related education provided to minors and local businesses.
STAFF RECOMMENDATION:
Adopt the Resolution Authorizing the City Manager to Enter Into a Memorandum of Understanding Accepting the Grant Award from the California Department of Justice Under the California Healthcare, Research and Prevention Tobacco Tax Act of 2016.
Staff Report
Attachment 1 - Resolution Authorizing the City Manager to Enter into a Memorandum of Understanding Accepting the Grant Award from the California Department of Justice Under the California Healthcare, Research and Prevention Tobacco Tax Act of 2016 Attachment 2 - Exhibit A to Resolution - Memorandum of Understanding Attachment 3 - Exhibit B to Resolution - Grant Award Summary Attachment 4 - Exhibit C to the Resolution - Grantee Handbook 5 January 14, 2025 Dublin City Council Regular Meeting Agenda 6
5.8 Revisions to the Personnel System
The City Council will consider proposed changes to the City’s Personnel System, specifically the Classification Plan and Salary Plan related to part-time job classifications.
STAFF RECOMMENDATION:
Adopt the following: 1) Resolution Amending the Classification Plan; and 2) Resolution Amending the Salary Plan for Part-Time Personnel.
Staff Report
Attachment 1 - Resolution Amending the Classification Plan Attachment 2 - Exhibit A to the Resolution - Recreation Leader I Job Specification Attachment 3 - Exhibit B to the Resolution - Recreation Leader II Job Specification Attachment 4 - Exhibit C to the Resolution - Recreation Leader III Job Specification Attachment 5 - Exhibit D to the Resolution - Pool Manager Job Specification Attachment 6 - Exhibit E to the Resolution - Program Specialist Job Specification Attachment 7 - Exhibit F to the Resolution - Head Lifeguard Job Specification Attachment 8 - Resolution Amending the Salary Plan for Part-Time Personnel
6. PUBLIC HEARING
6.1 Housing Element Implementation - Zoning Ordinance Amendments (PLPA-4020- 2024)
The City Council will consider City-initiated amendments to the Zoning Ordinance to implement certain programs of the General Plan Housing Element. Amendments are proposed to Dublin Municipal Code Chapter 8.08 (Definitions), Chapter 8.12 (Zoning Districts and Permitted Uses of Land), Chapter 8.16 (Agricultural Zoning District), Chapter
8.20 (Residential Zoning Districts), Chapter 8.24 (Commercial Zoning Districts), Chapter
8.45 (Emergency Shelters), Chapter 8.46 (Single Room Occupancy Units), Chapter 8.47 (Supportive Housing), Chapter 8.50 (Transitional Housing), Chapter 8.52 (Density Bonus Regulations), Chapter 8.76 (Off-Street Parking and Loading Regulations), Chapter 8.104 (Site Development Review), and Chapter 8.116 (Zoning Clearance) . The City Council will also consider an exemption from the requirements of the California Environmental Quality Act.
STAFF RECOMMENDATION:
Conduct the public hearing, deliberate, waive the reading, and INTRODUCE the Ordinance Approving Amendments to the Dublin Municipal Code Chapter 8.08 (Definitions), Chapter
8.12 (Zoning Districts and Permitted Uses of Land), Chapter 8.16 (Agricultural Zoning District), Chapter 8.20 (Residential Zoning Districts), Chapter 8.24 (Commercial Zoning Districts), Chapter 8.45 (Emergency Shelters), Chapter 8.46 (Single Room Occupancy Units), Chapter 8.47 (Supportive Housing), Chapter 8.50 (Transitional Housing), Chapter
8.52 (Density Bonus Regulations), Chapter 8.76 (Off -Street Parking and Loading Regulations), Chapter 8.104 (Site Development Review), and Chapter 8.116 (Zoning Clearance).
Staff Report
Attachment 1 - Ordinance Approving Amendments to the Zoning Ordinance Attachment 2 - Redline Zoning Ordinance Amendments
6 January 14, 2025 Dublin City Council Regular Meeting Agenda 7 Attachment 3 - Planning Commission Resolution No. 24-09 Recommending City Council Approval of Amendments to the Zoning Ordinance
Item 6.1 PowerPoint Presentation
6.2 Planned Development Rezoning (PLPA-4094-2024)
The City Council will consider a City-initiated rezoning of four residential properties located at 5378, 5868, 6060, and 7440 Tassajara Road from Planned Development (PD) Residential to R-M (Multi-Family Residential) in response to the recently certified General Plan Housing Element. Pursuant to Housing Element Program B.18: Planned Development (PD) Zoning, City staff has reviewed vacant and underutilized residential properties with existing PD zoning and proposes to rezone these properties to a residential zoning district with established development standards. No development is proposed at this time. The City Council will also consider an exemption from the requirements of the California Environmental Quality Act.
STAFF RECOMMENDATION:
Conduct the public hearing, deliberate, waive the reading, and INTRODUCE the Ordinance Amending the Zoning Map and Rezoning Property Located at 5378, 5868, 6060, and 7440 Tassajara Road from Planned Development (PD) to R-M (Multi-Family Residential).
Staff Report
Attachment 1 - Ordinance Amending the Zoning Map and Rezoning Property Located at 5378, 5868, 6060, and 7440 Tassajara Road from Planned Development (PD) to R-M (MultiFamily Residential) Attachment 2 - Planning Commission Resolution No. 24-10 Recommending City Council Approval of the Ordinance Amending the Zoning Map and Approving the Rezoning Item 6.2 PowerPoint Presentation
6.3 Amendment to the General Plan to Update the Economic Development Element (PLPA-004079-2024)
The City Council will consider an amendment to the General Plan to update the Economic Development Element based on the recently updated Economic Development Strategy.
The City Council will also consider an exemption from the requirements of the California Environmental Quality Act.
STAFF RECOMMENDATION:
Conduct the public hearing, deliberate, and adopt the Resolution Approving a General Plan Amendment to Update the Economic Development Element.
Staff Report
Attachment 1 - Resolution Approving a General Plan Amendment to Update the Economic Development Element
Attachment 2 - Exhibit A to the Resolution - Draft Economic Development Element Attachment 3 - Redlined Draft Economic Development Element Attachment 4 - Planning Commission Resolution No. 24-08 Recommending City Council Approval of a General Plan Amendment to Update the Economic Development Element Item 6.3 PowerPoint Presentation
7 January 14, 2025 Dublin City Council Regular Meeting Agenda 8
7. UNFINISHED BUSINESS
7.1 Update on the Dublin Boulevard Extension Project and Agreement with Gray-BowenScott for Project Management Services The City Council will receive an update on the Dublin Boulevard Extension Project, which will extend Dublin Boulevard approximately 1.5 miles eastward through unincorporated Alameda County and connect to North Canyons Parkway in Livermore, from its current terminus at Fallon Road. The City Council will also consider approving an agreement with Gray-Bowen-Scott for Project Management Services.
STAFF RECOMMENDATION:
Receive the report, adopt the Resolution Approving an Agreement with Gray-Bowen-Scott for Project Management Services, and approve the budget change.
Staff Report
Attachment 1 - Resolution Approving an Agreement Between the City of Dublin and Gray-Bowen-Scott for Project Management Services
Attachment 2 - Exhibit A to the Resolution - Consulting Services Agreement Between the City of Dublin and Gray-Bowen-Scott for Project Management Services Attachment 3 - Budget Change Form
Item 7.1 PowerPoint Presentation
7.2 United States Army’s 250th Birthday Celebration at Don Biddle Community Park in Collaboration with Camp Parks
The City Council will receive a report on an upcoming event at Don Biddle Community Park, planned in collaboration with Camp Parks, to celebrate the United States Army’s 250th Birthday.
STAFF RECOMMENDATION:
Receive the report.
Staff Report
Item 7.2 PowerPoint Presentation
8. NEW BUSINESS – None.
9. CITY MANAGER AND CITY COUNCIL REPORTS
Brief information only reports from City Council and/or Staff, including committee reports and reports by City Council related to meetings attended at City expense (AB1234).
10. ADJOURNMENT
This AGENDA is posted in accordance with Government Code Section 54954.2(a) If requested, pursuant to Government Code Section 54953.2, this agenda shall be made available in appropriate alternative formats to persons with a disability, as required by Section 202 of the Americans with Disabilities Act of 1990 (42 U.S.C. Section 12132) (ADA), and the federal rules and regulations adopted in implementation thereof. To make a request 8 January 14, 2025 Dublin City Council Regular Meeting Agenda 9 for disability-related modification or accommodation, please contact the City Clerk’s Office (925) 833-6650 at least 72 hours in advance of the meeting. Upon receiving a request, the City will swiftly resolve requests for reasonable accommodation for individuals with disabilities, consistent with the federal ADA, and resolve any doubt in favor of accessibility.
Agenda materials that become available within 72 hours in advance of the meeting, and after publishing of the agenda, will be available at Civic Center, 100 Civic Plaza, and will be posted on the City’s website at www.dublin.ca.gov/ccmeetings.
Mission
The City of Dublin promotes and supports a high quality of life, ensures a safe, secure, and sustainable environment, fosters new opportunities, and champions a culture of equity, diversity, and inclusion.
9 STAFF REPORT
CITY COUNCIL
Agenda Item 3.1
DATE: January 14, 2025
TO: Honorable Mayor and City Councilmembers
FROM: Colleen Tribby, City Manager
SUBJECT: Presentation and Poem Reading from City of Dublin Poet Laureate Prepared by: Shaun Chilkotowsky, Parks & Community Services Manager EXECUTIVE SUMMARY:
The City Council will receive a brief presentation and original poem reading by Richard Deets, City of Dublin Poet Laureate.
STAFF RECOMMENDATION:
Receive the presentation.
FINANCIAL IMPACT:
None.
DESCRIPTION:
Richard Deets, newly appointed City of Dublin Poet Laureate, will provide a brief presentation and read an original poem.
STRATEGIC PLAN INITIATIVE:
None.
NOTICING REQUIREMENTS/PUBLIC OUTREACH:
The City Council Agenda was posted.
ATTACHMENTS:
1) Water, Water Everywhere – Original Poem by Richard M. Deets 10 Attachment 1
Water, Water Everywhere
by Richard M Deets
Mother Earth’s soul, titanium hard
Begged for relief. Bluebells, Dublin hill verbena
Wilted in summer’s oven. Lightening flashed!
Thunder pounded, exploded! Crack! Boom! Clash!
Clouds burst tossing sunshine asunder. Rain
Bucketed down on hills in bullets. Pitter –
Patter! pitter – patter! pitter - patter!
Water, water - clear cool water everywhere!
Puddles plinked in gilgais, dragon flies
Appeared from nowhere seemingly everywhere.
Dublin hill flowers unfurled like monarch wings
Rising. Thunder rumbled east and water drops
Faded into musical chimes, glistening
Angel tears. Pitter patter pitter patter
Pitter patter. Children puddled in puddles.
Water, water - clean cool water everywhere!
The sun slipped through clouds casting slanted
Beams over hills. A painted arc bridged
skies. A child, puddling in puddles shrieked
Rainbow! Look at the pretty rainbow over Dublin!
Beauty is nature’s signature! Rain, her perfect touch!
Water, water - clear cool water everywhere!
11 STAFF REPORT
CITY COUNCIL
Agenda Item 3.2
DATE: January 14, 2025
TO: Honorable Mayor and City Councilmembers
FROM: Colleen Tribby, City Manager
SUBJECT: Lunar New Year Proclamation
Prepared by: Marissa Clevenger, Administrative Technician EXECUTIVE SUMMARY:
The City Council will present the Lunar New Year proclamation.
STAFF RECOMMENDATION:
Present the Proclamation.
FINANCIAL IMPACT:
None.
DESCRIPTION:
The Lunar New Year, also known as the Spring Festival, marks the beginning of a new lunar calendar year. It is a 15-day celebration that includes family gatherings, festive meals, and cultural performances, which ends with the Lantern Festival. According to the Chinese zodiac cycle, 2025 is the Year of the Snake, which is characterized by wisdom, transformation, adaptability, and introspection. The Lunar New Year is celebrated by Asian American communities and others across the nation.
STRATEGIC PLAN INITIATIVE:
None.
NOTICING REQUIREMENTS/PUBLIC OUTREACH:
The City Council Agenda was posted.
ATTACHMENTS:
1) Lunar New Year 2025 Proclamation
12 Attachment 1
A PROCLAMATION OF THE CITY COUNCIL
CITY OF DUBLIN, CALIFORNIA
“Lunar New Year 2025”
WHEREAS, the Lunar New Year, also known as the Spring Festival, is celebrated by millions around the world to mark the beginning of a new lunar calendar year, symbolizing renewal, hope, and the promise of prosperity and good fortune; and WHEREAS, 2025 is the Year of the Snake, the sixth animal in the 12-year Chinese Zodiac cycle, which is characterized by wisdom, transformation, adaptability, and introspection; and
WHEREAS, the Lunar New Year is a 15-day celebration which starts on the second new moon after the winter solstice and falls between January 21 and February 19; and
WHEREAS, it is marked by many traditions such as decorations, community and family gatherings, festive meals, and cultural performances that honor ancestry and the shared values of unity, respect and joy; and WHEREAS, the fifteenth and final day of the holiday is the Lantern Festival to mark the end of the New Year Celebration; and WHEREAS, the City of Dublin appreciates the many contributions of our Asian American communities, enhancing the fabric of our city’s rich cultural diversity.
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Dublin does hereby proclaim January 29, 2025 as the commencement of Lunar New Year 2025 in the City of Dublin and encourages citizens to join in the Lunar New Year celebrations.
DATED: January 14, 2025
Mayor Sherry Hu Vice Mayor Kashef Qaadri
_______ __________________ Councilmember Jean Josey Councilmember Michael McCorriston Councilmember John Morada 13 STAFF REPORT
CITY COUNCIL
Agenda Item 3.3
DATE: January 14, 2025
TO: Honorable Mayor and City Councilmembers
FROM: Colleen Tribby, City Manager
SUBJECT: 2024 Sponsor Recognition
Prepared by: Lauren Marriott, Recreation Coordinator
EXECUTIVE SUMMARY:
The City Council will recognize sponsors that contributed to City events, programs, and facilities in 2024.
STAFF RECOMMENDATION:
Recognize the 2024 sponsors.
FINANCIAL IMPACT:
The City received $106,150 in cash sponsorships and approximately $13,000 in in-kind sponsorships in 2024. Sponsorships help offset the cost of producing special events and operating City programs and facilities, reducing the overall impact on the General Fund.
DESCRIPTION:
Through its Donation and Sponsorship Policy, the City invites and encourages local businesses and corporations to partner as sponsors of the City, providing cash or in-kind contributions to support City events, programs, and facilities in exchange for appropriate sponsorship recognition.
Sponsors who contributed in 2024 are listed in Attachment 1.
STRATEGIC PLAN INITIATIVE:
None.
NOTICING REQUIREMENTS/PUBLIC OUTREACH:
The City Council Agenda was posted, and sponsors were notified. 14
ATTACHMENTS:
1) 2024 City of Dublin Sponsor List
15 EVENT OR DEPARTMENT CASH IN-KIND ITEM
St. Patrick's Day Celebration
Stanford Health Care Tri-Valley $ 4,000
Patelco Credit Union $ 1,000
Hope Hospice $ 500
Empower Martial Arts $ 2,000
Xfinity $ 2,000
Grocery Outlet $ 4,000
Sutter Health $ 2,000
East Bay SPCA $ 500
H Mart $ 500
Renewal By Anderson $ 2,000
Guinness $ 3,000
Dosanjh Family Auto Group $ 6,000
Foothill Chiropractic $ 2,000
Ava Community Energy $ 4,000
Provident Credit Union $ 2,000
San Ramon Orthodontics $ 2,000
BODYBAR Pilates $ 2,000
Sage Veterinary Centers $ 2,000
Aloft Hotels $ 130 Hotel Rooms for Entertainment
Joya Yoga $ 2,000
Heavenly Greens $ 2,000
Align Health $ 2,000
Safeway $ 4,000
Half Price Books $ 2,000
Shamrock 5K Fun Run and Walk
KeyPoint Credit Union $ 2,000
Tesla $ 300 $ 700 Car (1 week rental)
Orangetheory Fitness $ 350 $ 400 5 Free Passes
Empower Martial Arts $ 750
IBEW Local 595 $ 750
Joya Yoga $ 750
Dick's Sporting Goods $ 1,875 Gift Cards
Sports Basement $ 750 Gift Cards
Celsius $ 2,000 Celsius Cans
Picnic Flix
Grand Canyon University $ 1,000
East Bay SPCA $ 1,000
Empower Martial Arts $ 500
School of Rock $ 250
Jazzercise $ 250
Elevo Learning $ 250
2024 Donations & Sponsorship
Attachment 1
16 Splatter
Provident Credit Union $ 1,500
Epoch Times $ 1,500 Print Ad
School of Rock $ 1,500
Dimen Real Estate Group $ 3,000
BODYBAR Pilates $ 1,500
Grocery Outlet $ 1,500
Half Price Books $ 1,500
Best Day Brewing $ 350
Celsius $ 1,500 Energy Drinks
Joya Yoga $ 1,500
KKIQ $ 3,200 Radio Ads
iSmile Orthodontics $ 1,500
Patelco Credit Union $ 1,000
Tree Lighting
Stanford Blood Center $ 350
New York Life $ 350
Renewal by Andersen $ 350
iSmile Orthodontics $ 350
Harvest Fair
Challenge Dairy $ 250 Butter/Heavy whipping cream
Patelco Credit Union $ 250
Stanford Blood Center $ 500
Stratford School $ 400
Empower Martial Arts $ 500
Jazzercise Dublin $ 500
Sage Veterinary Centers $ 500
Dublin Dentistry $ 500
Renewal by Andersen $ 500
iSmile Orthodontics $ 500
Floating Pumpkin Patch
Stanford Blood Center $ 300
Trader Joe's $ 50 Gift Cards
Safeway $ 100 Gift Cards
Sprouts $ 525 Pumpkins
Farmers Market / Summer Concert Series
Dubs Drum Basement $ 3,000
Dr. Michael Gabrielson $ 2,000
iSmile Orthodontics $ 2,000
Renewal by Anderson $ 4,000
MTC/ FasTrak $ 300
Calphin Swim Academy $ 300
Grace Family Church $ 600
BODYBAR Pilates $ 900
Attachment 1
17 WuKong Education $ 600
School of Rock $ 700
Empower Martial Arts $ 1,050
KeyPoint Credit Union $ 1,050
AFB Construction $ 350
Stanford Health Care Tri-Valley $ 350
Jazzercise $ 350
Breakfast with Santa
iSmile Orthodontics $ 350
New York Life $ 350
Stanford Blood Center $ 350
Trail Challenge
Orangetheory Fitness $ 250
The Well Studio $ 250
Jazzercise $ 250
Empower Martial Arts $ 250
Pacific Catch $ 250 $ 150 Gift Card
Sports Basement $ 50 Gift Cards
In-N-Out Burger $ 90 Gift Cards
Senior Center
Holiday Boutique - Neighborly Senior Placement $ 300
Dublin Police Services
Altamont Cruiser $ 3,500
TOTAL $ 106,150 $ 13,120
Attachment 1
18 2024 Sponsor Recognition
City Council Meeting – Item 3.3
January 14, 2025
19 2024 Sponsorship Overview
• $106,150 received in cash sponsorships.
• $12,990 received in in-kind sponsorships.
• Funds and donated goods are used to offset the costs
of producing special events and running programs,
facilities and services.
20 St. Patrick’s Day Celebration
21 Spring Eggstravaganza
22 Farmers’ Market & Summer Concert Series
23 Picnic Flix
24 Splatter
25 Harvest Fair & Ghosts of Dublin
26 Holiday Tree Lighting &
Breakfast with Santa
27 Senior Center Events
28 29
Thank You!
30 STAFF REPORT
CITY COUNCIL
Agenda Item 3.4
DATE: January 14, 2025
TO: Honorable Mayor and City Councilmembers
FROM: Colleen Tribby, City Manager
SUBJECT: Recognition of the Altamont Cruisers Car Club for their Donation to Dublin Police Services
Prepared by: Meagan Hanna, Administrative Aide
EXECUTIVE SUMMARY:
The City Council will recognize the Altamont Cruisers Car Club for their recent donation of $3,500.
The donation will be used for operating supplies for the Crime Prevention Unit.
STAFF RECOMMENDATION:
Formally accept the donation and present a Certificate of Recognition to the donor.
FINANCIAL IMPACT:
Upon acceptance of the donation, Staff will reflect the $3,500 in both revenue and expenditures in the Fiscal Year 2024-25 Police Services Budget.
DESCRIPTION:
In December of 2024, the Altamont Cruisers Car Club donated $3,500 to Dublin Police Services to assist with ongoing youth programs such as the Bicycle Safety Program, the Youth Academy, and the Explorer Program. The City Council will accept the donation and present a Certificate of Recognition to the Altamont Cruisers Car Club.
STRATEGIC PLAN INITIATIVE:
None.
NOTICING REQUIREMENTS/PUBLIC OUTREACH:
The City Council Agenda was posted.
31
ATTACHMENTS:
1) Altamont Cruisers Car Club Certificate of Recognition 32 Attachment 1
CERTIFICATE OF RECOGNITION
Presented to the
ALTAMONT CRUISERS CAR CLUB
In Special Recognition and Appreciation for Your Generous Donation of $3,500 Supporting the Dublin Police Services Crime Prevention Unit.
Presented by the
City Council of the City of Dublin
January 14, 2025
Mayor Sherry Hu Vice Mayor Kashef Qaadri
_______ __________________ Councilmember Jean Josey Councilmember Michael McCorriston Councilmember John Morada 33 STAFF REPORT
CITY COUNCIL
Agenda Item 3.5
DATE: January 14, 2025
TO: Honorable Mayor and City Councilmembers
FROM: Colleen Tribby, City Manager
SUBJECT: Recognition of the 2024 “Deck the Homes” Holiday Home Decorating Contest Winners
Prepared by: Jennifer Li Marzi, Recreation Technician
EXECUTIVE SUMMARY:
The City Council will receive a presentation on the 2024 “Deck the Homes” Holiday Home Decorating Contest and present Certificates of Recognition to the winners.
STAFF RECOMMENDATION:
Present the Certificates.
FINANCIAL IMPACT:
Expenses for the program are included in the annual operating budget.
DESCRIPTION:
Background
Introduced in 2018, the “Deck the Homes” Holiday Home Decorating Contest is intended to celebrate residents who promote holiday cheer by decorating their homes and yards for the holiday season. Organized by the Parks and Community Services Department, the program utilizes the Parks and Community Services Commissioners as judges.
Individual homes are judged in six categories. Winners receive a yard sign, a $50 gift card to a local business, and a Certificate of Recognition from the City Council.
To promote the Holiday Home Decorating Contest, Staff utilized the City’s website and social media platforms, in addition to sending invitations to past participants. The deadline for submissions was December 6, 2024.
A total of 19 contest applications were received. Parks and Community Services Commissioners individually judged participating homes by visiting locations December 9-12, 2024. 34
On December 16, 2024, the Parks and Community Services Commission voted on five category winners, as shown in the table below. This year the People’s Choice Award was introduced to provide the public with a chance to participate in the voting. The contest winners were notified via email on December 17, 2024. Photos of the 2024 contest winners are included with this Staff Report (Attachment 1). Homes were judged based on the following categories and criteria:
People’s Choice Award – Public voting
Winter Wonderland Award – Best use of music, movement, and technology Spotlight Award – Judge’s choice
Over Inflated – Best use of inflatables
Deck the Halls Award – Best condo/apartment
Dashing Debut Award – First year contest entries
Table 1: Contest Winners
Award Categories Winning Home Address
People’s Choice 7951 Peppertree Rd.
Winter Wonderland 8645 Ardmore Pl.
Spotlight 7574 Sutton Ln.
Over Inflated 6815 Ione Way
Deck the Halls 3654 Aviano Way
Dashing Debut 7951 Peppertree Rd.
STRATEGIC PLAN INITIATIVE:
None.
NOTICING REQUIREMENTS/PUBLIC OUTREACH:
The City Council Agenda was posted.
ATTACHMENTS:
1) 2024 Holiday Home Decorating Contest Winners
35 2024 “Deck the Homes”
Holiday Home Decorating Contest
Contest Winners
Attachment 1
36 People’s Choice Award
Bruland-Glimcher Family – 7951 Peppertree Rd.
Public Voting
Attachment 1
37 Winter Wonderland Award
Grymonprez Family – 8645 Ardmore Pl.
Best Use of Music, Movement & Technology
Attachment 1
38 Spotlight Award
Bonato Family – 7574 Sutton Ln.
Judge’s Choice
Attachment 1
39 Over Inflated Award
McCormack Family – 6815 Ione Way
Best Use of Inflatables
Attachment 1
40 Deck the Halls Award
Dhot Family – 3654 Aviano Way
Best Condo/Apartment
Attachment 1
41 Dashing Debut Award
Bruland-Glimcher Family – 7951 Peppertree Rd.
First Year Contest Entries
Attachment 1
42 2024 “Deck the Homes” Holiday
Home Decorating Contest
City Council Meeting – Item 3.5
January 14, 2025
43 Deck the Homes
• 7thYear for Residential Home Decorating Contest.
• Judges - Commissioners from the Parks & Community Services Commission and the public.
• Winners selected at the December 16, 2024, Parks & Community Services Commission meeting.
• Award winners received yard signs, Certificates of Recognition and a gift card to a local business.
44 Deck the Homes
• 19 individual homes
• 6 categories:
o People’s Choice Award – Public Voting (NEW)
o Winter Wonderland Award - Best use of Music, Movement, & Technology o Spotlight Award - Judges’ Choice
o Over-Inflated Award - Best use of Inflatables
o Deck the Halls Award - Best Decorated Apartment/Condo/Balcony/Door o Dashing Debut Award - First Year Contest Participant
45 Deck the Homes Map
• Map of the Contest
Participants
• Shared on Social Media
• On the City Website
46 Contest Winners
47 People’s Choice Award (New)
Bruland-Glimcher Family – 7951 Peppertree Road
Voted on by Community Members 48
Winter Wonderland Award
Grymonprez Family – 8645 Ardmore Place
Best Use of Music, Movement & Technology 49
Judge’s Choice
Spotlight Award
Bonato Family – 7574 Sutton Lane
50 Over Inflated Award
McCormack Family – 6815 Ione Way
Best Use of Inflatables 51
Deck the Halls Award
Dhot Family – 3654 Aviano Way
Best Condo/Apartment 52
Dashing Debut Award
Bruland-Glimcher Family – 7951 Peppertree Road
First Year Contest Entry 53
Thank You!
2024 Winners 54
STAFF REPORT
CITY COUNCIL
Agenda Item 3.6
DATE: January 14, 2025
TO: Honorable Mayor and City Councilmembers
FROM: Colleen Tribby, City Manager
SUBJECT: Employee Introduction
Prepared by: Sarah Monnastes, Human Resources Director
EXECUTIVE SUMMARY:
New City of Dublin Staff member, Robert Magno, Assistant Civil Engineer with the Public Works Department, will be introduced.
STAFF RECOMMENDATION:
Welcome the new City of Dublin staff member.
FINANCIAL IMPACT:
None.
DESCRIPTION:
New City of Dublin Staff member, Robert Magno, Assistant Civil Engineer with the Public Works Department, will be introduced.
STRATEGIC PLAN INITIATIVE:
None.
NOTICING REQUIREMENTS/PUBLIC OUTREACH:
The City Council Agenda was posted.
ATTACHMENTS:
None.
55 STAFF REPORT
CITY COUNCIL
Agenda Item 5.1
EXECUTIVE SUMMARY:
The City Council will consider approval of the minutes of the December 17, 2024 Regular City Council Meeting.
STAFF RECOMMENDATION:
Approve the minutes of the December 17, 2024 Regular City Council Meeting.
FINANCIAL IMPACT:
None.
DESCRIPTION:
The City Council will consider approval of the minutes of the December 17, 2024 Regular City Council Meeting.
STRATEGIC PLAN INITIATIVE:
None.
NOTICING REQUIREMENTS/PUBLIC OUTREACH:
The City Council Agenda was posted.
ATTACHMENTS:
1) December 17, 2024 Regular City Council Meeting Minutes DATE: January 14, 2025
TO: Honorable Mayor and City Councilmembers
FROM: Colleen Tribby, City Manager
SUBJECT: Approval of December 17, 2024 Regular City Council Meeting Minutes Prepared by: Marsha Moore, MMC, City Clerk
56 MINUTES OF THE CITY COUNCIL
OF THE CITY OF DUBLIN
Regular Meeting: December 17, 2024
DUBLIN CITY COUNCIL MINUTES
REGULAR MEETING
DECEMBER 17, 2024
The following are minutes of the actions taken by the City of Dublin City Council. A full video recording of the meeting with the agenda items indexed and time stamped is available on the City’s website at: https://dublin.ca.gov/ccmeetings REGULAR MEETING 7:00 PM
A Regular Meeting of the Dublin City Council was held on Tuesday, December 17, 2024, in the City Council Chamber. The meeting was called to order at 7:06 PM, by Mayor McCorriston.
1) CALL TO ORDER
Attendee Name Status
Michael McCorriston, Mayor Present
Dr. Sherry Hu, Vice Mayor Present
Jean Josey, Councilmember Present
Kashef Qaadri, Councilmember Present
Janine Thalblum, Councilmember Present
2) PLEDGE OF ALLEGIANCE
3) PRESENTATIONS AND PROCLAMATIONS
3.1) Presentation from Visit Tri-Valley
The City Council received a presentation from Tracy Farhad, President and CEO of Visit TriValley, about a proposed multi-use event center in the City of Dublin.
Tim Sbranti provided public comment.
David Haubert provided public comment.
4) PUBLIC COMMENT
Brent Songey provided public comment.
Musa Tariq provided public comment.
Attachment 1
57 DUBLIN CITY COUNCIL MINUTES
REGULAR MEETING
DECEMBER 17, 2024
Rabia Badar provided public comment.
5) CONSENT CALENDAR
5.1) Approved the minutes of the December 3, 2024 Regular City Council Meeting.
5.2) Approved the 2025 City Council Meeting Calendar.
5.3) Received the Annual Comprehensive Financial Report (ACFR) for the Fiscal Year ending June 30, 2024 and the following supplemental reports: 1) a compliance audit of Alameda County Transportation Commission Measure B Funds; 2) a compliance audit of Alameda County Transportation Commission Measure BB Funds; 3) a compliance audit of Alameda County Transportation Commission Measure F Fund Vehicle Registration Fee Program; 4) a compliance audit of the State of California Transportation Development Act (TDA) Fund; 5) a compliance examination of the American Rescue Plan Act (ARPA) Fund; 6) review of the City's Annual Appropriations Limit Calculation; and 7) a report on Internal Controls.
5.4) Accepted the Annual Report of Developer Impact Fee Funds Deposits; adopted Resolution No. 144-24 titled, “Making Findings Regarding Unexpended Traffic Impact Fees for Fiscal Year 2023-24;” and approved the budget change.
5.5) Received the report of payments issued from November 1, 2024 – November 30, 2024, totaling $10,169,496.85.
5.6) Adopted Resolution No. 145-24 titled, “Amending the Classification Plan.” On a motion by Councilmember Josey, seconded by Councilmember Thalblum, and by unanimous roll call vote, the City Council adopted the Consent Calendar.
RESULT: ADOPTED [UNANIMOUS]
MOVED BY: Jean Josey, Councilmember
SECOND: Janine Thalblum, Councilmember
AYES: McCorriston, Josey, Hu, Qaadri, Thalblum
6) PUBLIC HEARING – None.
7) UNFINISHED BUSINESS – None.
8) NEW BUSINESS
58 DUBLIN CITY COUNCIL MINUTES
REGULAR MEETING
DECEMBER 17, 2024
8.1) Certification of November 5, 2024 Election Results The City Council received a presentation on the November 5, 2024 election results for the offices of Mayor, City Councilmember – District 1, City Councilmember – District 3, and Measures II and JJ.
On a motion by Councilmember Qaadri, seconded by Councilmember Thalblum, and by unanimous roll call vote, the City Council adopted Resolution No. 146-24 titled, “Reciting the Facts of the General Municipal Election Held on November 5, 2024, Declaring the Results Thereof, and Such Other Matters as are Provided by Law; declared Ordinance No. 14-24 titled, “Amending a Provision of the Dublin General Plan that was Added by the Dublin Open Space Initiative of 2014,” duly adopted by the people; and, declared Ordinance No. 15-24 titled, “Adopting the Dublin Government Accountability Act,” duly adopted by the people.
RESULT: ADOPTED [UNANIMOUS]
MOVED BY: Kashef Qaadri, Councilmember
SECOND: Janine Thalblum, Councilmember
AYES: McCorriston, Josey, Hu, Qaadri, Thalblum
8.2) Presentation to Outgoing Councilmember Janine Thalblum The City Council made presentations to outgoing Councilmember Janine Thalblum, in appreciation of her dedicated service to the City.
Councilmember Thalblum received recognition from Caroline Francois on behalf of Congressman DeSaulnier’s office, Rosa Rodriguez on behalf of Assemblymember Ortega’s Office, Lauren Howe on behalf of Assemblymember Bauer-Kahan’s Office, BART Director Melissa Hernandez, and Alameda County Supervisor David Haubert.
Councilmember Thalblum left the dais.
8.3) Administration of Oath of Office to Councilmembers-elect Michael McCorriston and John Morada and Mayor-elect Sherry Hu
The Oath of Office was administered to Councilmembers-elect Michael McCorriston and John Morada and Mayor-elect Sherry Hu.
Councilmembers McCorriston and Morada, and Mayor Hu took their seats at the dais.
8.4) Selection of Vice Mayor
The City Council’s policy is to select, in December of each year, a member of the City Council to serve as Vice Mayor for a period of one year. In the absence of the Mayor, the Vice Mayor would become Mayor Pro Tempore and would assume the temporary responsibilities of the Mayor.
59 DUBLIN CITY COUNCIL MINUTES
REGULAR MEETING
DECEMBER 17, 2024
Mayor Hu nominated Councilmember Kashef Qaadri as Vice Mayor.
On a motion by Councilmember McCorriston, seconded by Councilmember Josey, and by unanimous vote, Councilmember Qaadri was appointed to serve as Vice Mayor for a oneyear period from December 2024 - December 2025.
RESULT: APPOINTED [UNANIMOUS]
MOVED BY: Michael McCorriston, Councilmember
SECOND: Jean Josey, Councilmember
AYES: Hu, Josey, McCorriston, Morada, Qaadri
8.5) Mayor’s Appointment to City Commissions and Committees Mayor Hu recommended the following appointments:
Heritage and Cultural Arts Commission
Shweta Agrawal, Jain Archana, Dashrath Sankhe, and Julia Tomtania each to four-year terms which expire December 2028; and alternate Victoria Liu to a two-year term which expires in December 2026.
Human Services Commission
Vasanth Chetan, Siyu Henningsen, and Adam Lumia each to four-year terms which expire December 2028; and alternates Bradyn Shaw and Naveena Rudrapada each to two-year terms which expire in December 2026.
Parks and Community Services Commission
Racheal Matheny and Pradeep Routra each to four-year terms which expire December 2028; and alternates Pawan Sohi and Sumit Aneja each to two-year terms which expire in December 2026.
Planning Commission
Srinivas Badami, Guanghui Han, and Jaisena Prasath each to four-year terms which expire December 2028; and alternates John Wu and Suresh Puli each to two-year terms which expire December 2026.
Senior Center Advisory Committee
Steve Kau and Tao Luo each to four-year terms which expire December 2028; and alternates Michael Goldstein and Regis Harvey each to two-year terms which expire December 2026.
On a motion by Vice Mayor Qaadri, seconded by Councilmember McCorriston, and by a fourto-one roll call vote, the City Council confirmed Mayor Hu’s appointments to the various commissions and committees.
60 DUBLIN CITY COUNCIL MINUTES
REGULAR MEETING
DECEMBER 17, 2024
RESULT: CONFIRMED [4-to-1]
MOVED BY: Kashef Qaadri, Vice Mayor
SECOND: Michael McCorriston, Councilmember
AYES: Hu, McCorriston, Morada, Qaadri
NOES: Josey
8.6) City Council Committee Appointments and Assignments Each member of the City Council represents the City of Dublin on various local and regional boards, committees, and commissions. The City Council discussed the Mayor’s proposed appointments.
On a motion by Councilmember McCorriston, seconded by Councilmember Josey, and by unanimous vote, the City Council adopted Resolution No. 147-24 titled, “Confirming the Mayor’s Appointments to Various Local and Regional Boards, Committees, and Commissions,” with Exhibit A amended to appoint Councilmembers Josey and McCorriston as members and Mayor Hu as alternate to Livermore-Amador Valley Transit Authority (LAVTA), and appoint Mayor Hu as alternate for AVA Community Energy; and directed Staff to notify affected agencies, as appropriate.
RESULT: ADOPTED [UNANIMOUS]
MOVED BY: Michael McCorriston, Councilmember
SECOND: Jean Josey, Councilmember
AYES: Hu, Josey, McCorriston, Morada, Qaadri
8.7) Appointment of City of Dublin Historian and Poet Laureate The City Council considered the appointment of a City of Dublin Historian to a term from January 1, 2025 to December 31, 2028, and Poet Laureate for a term from January 1, 2025 to December 31, 2026.
On a motion by Councilmember Josey, seconded by Councilmember Morada, and by unanimous vote, the City Council confirmed the Mayor’s re-appointment of Steve Minniear to the position of City of Dublin Historian and appointment of Richard Deets to the position of City of Dublin Poet Laureate.
RESULT: ADOPTED [UNANIMOUS]
MOVED BY: Jean Josey, Councilmember
SECOND: John Morada, Councilmember
AYES: Hu, Josey, McCorriston, Morada, Qaadri
61 DUBLIN CITY COUNCIL MINUTES
REGULAR MEETING
DECEMBER 17, 2024
9) CITY MANAGER AND CITY COUNCIL REPORTS
The City Council and Staff provided brief information-only reports, including committee reports and reports related to meetings attended at City expense (AB1234).
By consensus, the City Council agreed to formally name the City Council Chamber after Pete Snyder, Dublin’s first Mayor; directed Staff to move forward with putting a flagpole at Fallon Sports Park; and directed Staff to invite five students from the Dashrath Sankhe Cricket Academy (DSCA) cricket team and USA Cricket Men’s U19 Squad member, Advaith Krishna to a future Council meeting to receive certificates of recognition. 10) ADJOURNMENT
Mayor Hu adjourned the meeting at 8:59 PM.
Mayor
ATTEST:
City Clerk
62 STAFF REPORT
CITY COUNCIL
Agenda Item 5.2
DATE: January 14, 2025
TO: Honorable Mayor and City Councilmembers
FROM: Colleen Tribby, City Manager
SUBJECT: Annual Proclamation
Prepared by: Marissa Clevenger, Administrative Technician EXECUTIVE SUMMARY:
The City Council will review the Official List of Proclamations and consider approval of the Annual Proclamation.
STAFF RECOMMENDATION:
Accept the Official List of Proclamations and approve the Annual Proclamation.
FINANCIAL IMPACT:
None.
DESCRIPTION:
The City maintains an Official List of Proclamations that contains proclamations that have previously been presented or requested by the City Council on an annual basis, as well as proclamations recognized nationally through the Federal Register.
According to the process approved by the City Council in September 2022, Staff brings the Official List back to the City Council for review and approval each January. The City Council approves a single, comprehensive proclamation recognizing each of the individual proclamations from the Official List. Staff then publishes the Official List on the City website and recognizes the proclamations through social media throughout the year. Community members who wish to receive a proclamation in person at a City Council meeting can request via the City’s website to have it prepared and presented.
Attached is the Official List for 2025, updated with two new proclamations approved by the City Council in 2024, Prescription Drug Abuse and Awareness Month and National Pet Care for All Day. 63
There also is one new proclamation from the Federal Register 2024, “Care Workers Recognition Month.” Staff recommends that the City Council accept this as the City of Dublin Official List of Proclamations for 2025 and approve the Annual Proclamation.
STRATEGIC PLAN INITIATIVE:
None.
NOTICING REQUIREMENTS/PUBLIC OUTREACH:
The City Council Agenda was posted.
ATTACHMENTS:
1) Official Proclamation List 2025
2) Annual Proclamation 2025
64 Attachment 1
City of Dublin
Official List of Proclamations (2025)
JANUARY
Mentoring Month
Stalking Awareness Month
Slavery and Human Trafficking Prevention Month
Lunar New Year
FEBRUARY
Teen Dating Violence Awareness and Prevention Month
African American History Month/ Black History Month
American Heart Month
Career and Technical Education Month
Ramadan
MARCH
Women's History Month
Irish-American Heritage Month
Colorectal Cancer Awareness Month
American Red Cross Month
Meals on Wheels
Disabilities Awareness Month
Prescription Drug Abuse Awareness Month
APRIL
Arbor Day
Sexual Assault Awareness and Prevention Month
Donate Life Month
Cancer Control Month
Financial Capability Month
Child Abuse Prevention Month
Second Chance Month
Fair Housing Month
Crime Victims' Rights Week
Month of the Military Child
Arab American Heritage Month
Library Week
Arts, Culture, and Creativity Month
Pet Care for All Day
Care Workers Recognition Month
MAY
Bike Month and Bike to Work Day
Small Business Week
Public Works Week
Affordable Housing Month
Lupus Awareness Month
Mental Health Awareness Month
Physical Fitness and Sports Month
65 Building Safety Month
Foster Care Month
Older Americans Month
Jewish American Heritage Month
Asian American and Pacific Islander Heritage Month
Correctional Workers Week
Job's Daughters International Day
Municipal Clerk's Week
JUNE
LGBTQ+ Pride Month and Flag Raising
Flag Day and National Flag Week
National Ocean Month
Caribbean American Heritage Month
Homeownership Month
Great Outdoors Month
African American Music Appreciation Month
Juneteenth
Gun Violence Awareness Day and Month
World Elder Abuse Day and Month
Immigrant Heritage Month
JULY
Pledge to America's Workers Month
AUGUST
National Night Out
American Muslim Appreciation and Awareness Month
SEPTEMBER
Suicide Prevention Awareness Month
Hispanic Heritage Month
Childhood Cancer Awareness Month
Wilderness Month
Prostate Cancer Awareness Month
Preparedness Month
Ovarian Cancer Awareness Month
Childhood Obesity Awareness Month
Recovery Month
United Against Hate
Constitution Week
Sickle Cell Awareness Month
OCTOBER
Walk and Roll to School
Fire Prevention Week
Red Ribbon Week
Bullying Prevention Month & Unity Day
Breast Cancer Awareness Month
Domestic Violence Awareness Month
Youth Justice Action Month
66 Disability Employment Awareness Month
Cybersecurity Awareness Month
Arts and Humanities Month
Global Diversity Awareness Month
Manufacturing Day
Children's Environmental Health Month
Diwali
Hindu American Awareness and Appreciation Month
Clean Energy Action Month
Substance Abuse Awareness Month
Italian American Heritage Month
German American Heritage Month
World Polio Day
Mid-Autumn Festival / Moon Festival
NOVEMBER
Native American Heritage Month
Family Caregivers Month
Diabetes Month
Entrepreneurship Month
Critical Infrastructure Security and Resilience Month
College Application Month
Alzheimer's Disease Awareness Month
Adoption Month
Veterans and Military Families Month
American History and Founders Month
Lung Cancer Awareness Month
Pancreatic Cancer Awareness Month
Small Business Saturday
DECEMBER
Impaired Driving Prevention Month
67 Attachment 2
A PROCLAMATION OF THE
CITY OF DUBLIN, CALIFORNIA
“Annual Proclamation 2025”
WHEREAS, the City of Dublin wishes to recognize organizations within the City by publicly and formally declaring notable occasions by the issuance of proclamations; and
WHEREAS, at its January 14, 2025 meeting, the City Council adopted an updated Official List of Proclamations for the City of Dublin; and
WHEREAS, the City of Dublin invites organizations to ceremonially receive proclamations throughout the year; and WHEREAS, the City of Dublin promotes and supports a high quality of life, ensures a safe, secure, and sustainable environment, fosters new opportunities, and champions a culture of equity, diversity, and inclusion.
NOW, THEREFORE, BE IT RESOLVED in support of the City of Dublin mission, the Dublin City Council does hereby proclaim the following in 2025 throughout the City of Dublin:
January
Mentoring Month
Stalking Awareness Month
Slavery and Human Trafficking Prevention
Month
Lunar New Year
April
Arbor Day
Sexual Assault Awareness and Prevention
Month
Donate Life Month
Cancer Control Month
Financial Capability Month
Child Abuse Prevention Month
Second Chance Month
Fair Housing Month
Crime Victims' Rights Month
Month of the Military Child
Arab American Heritage Month
Library Week
Arts, Culture, and Creativity Month
Pet Care for All Day
Care Workers Recognition Month
February
Teen Dating Violence Awareness and
Prevention Month
African American History Month/ Black
History Month
American Heart Month
Career and Technical Education Month
Ramadan
May
Small Business Week
Public Works Week
Affordable Housing Month
Lupus Awareness Month
Mental Health Awareness Month
Physical Fitness and Sports Month
Building Safety Month
Foster Care Month
Older Americans Month
Jewish American Heritage Month
Asian American and Pacific Islander
Heritage Month
Correctional Workers Week
Job's Daughters International Day
Municipal Clerk's Week
Bike Month and Bike to Work Day
March
Women's History Month
Irish American Heritage Month
Colorectal Cancer Awareness Month
American Red Cross Month
Meals on Wheels
Disabilities Awareness Month
Prescription Drug Abuse Awareness Month
June
LGBTQ+ Pride Month and Flag Raising
Flag Day and National Flag Week
National Oceans Month
Caribbean-American Heritage Month
Homeownership Month
Great Outdoors Month
African American Music Appreciation
Month
Juneteenth
Gun Violence Awareness Day and Month
World Elder Abuse Day and Month
Immigrant Heritage Month
68 July
Pledge to America's Workers Month
October
Walk and Roll to School
Fire Prevention Week
Red Ribbon Week
Bullying Prevention Month & Unity Day
Breast Cancer Awareness Month
Domestic Violence Awareness Month
Youth Justice Action Month
Disability Employment Awareness
Month
Cybersecurity Awareness Month
Arts and Humanities Month
Global Diversity Awareness Month
Manufacturing Day
Children's Environmental Health Month
Diwali
Hindu American Awareness and
Appreciation Month
Clean Energy Action Month
Substance Abuse Awareness Month
Italian American Heritage Month
German American Heritage Month
World Polio Day
Mid-Autumn Festival / Moon Festival
August
National Night Out
American Muslim Appreciation and
Awareness Month
November
Native American Heritage Month
Family Caregivers Month
Diabetes Month
Entrepreneurship Month
Critical Infrastructure Security and
Resilience Month
College Application Month
Alzheimer's Disease Awareness Month
Adoption Month
Veterans and Military Families Month
American History and Founders Month
Lung Cancer Awareness Month
Pancreatic Cancer Awareness Month
Small Business Saturday
September
Suicide Prevention Awareness Month
Hispanic Heritage Month
Childhood Cancer Awareness Month
Wilderness Month
Prostate Cancer Awareness Month
Preparedness Month
Ovarian Cancer Awareness Month
Childhood Obesity Awareness Month
Recovery Month
United Against Hate
Constitution Week
Sickle Cell Awareness Month
December
Impaired Driving Prevention Month
Mayor Sherry Hu Vice Mayor Kashef Qaadri
_______ __________________ Councilmember Jean Josey Councilmember Michael McCorriston Councilmember John Morada 69 STAFF REPORT
CITY COUNCIL
Agenda Item 5.3
DATE: January 14, 2025
TO: Honorable Mayor and City Councilmembers
FROM: Colleen Tribby, City Manager
SUBJECT: Directing Preparation of Annual Engineer’s Reports for Street Lighting Maintenance District 1983-1, Landscape and Lighting District 1983-2, Landscape and Lighting District 1986-1, Landscape and Lighting District 1997-1, and Street Lighting Maintenance District 1999-1 Prepared by: Julius Pickney, Management Analyst II
EXECUTIVE SUMMARY:
The City Council will consider directing preparation of the Annual Engineer’s Reports for the five Assessment Districts.
STAFF RECOMMENDATION:
Adopt the Resolution Directing Preparation of the Annual Engineer’s Reports for Street Lighting Maintenance District 1983-1, Landscape and Lighting District 1983-2, Landscape and Lighting District 1986-1, Landscape and Lighting District 1997-1, and Street Lighting Maintenance District 1999-1.
FINANCIAL IMPACT:
The cost of preparing the Engineer’s Reports is included in the Fisal Year 2024-25 budget and is paid by each respective Assessment District.
DESCRIPTION:
The procedure for establishing annual maintenance assessments is governed by the Landscaping and Lighting Act of 1972, which is State Law codified in the Streets and Highways Code. The procedure requires that the City Council direct preparation of Engineer’s Reports each year. Once the preliminary reports are prepared, the preliminary reports will be presented to the City Council for consideration and approval. Subsequently, the City Council will consider the final reports and consider ordering the levy of assessments during a public hearing.
The proposed resolution authorizes the City Engineer to begin preparation of the required 70
Engineer's Reports for the five City of Dublin Assessment Districts described below.
Street Lighting Maintenance District 1983-1
This District was formed with the initial assessment in the 1984-1985 tax year. The District was established to replace the County Service Area, which had paid maintenance and energy costs for public streetlights within the City of Dublin. The boundary of this Assessment District encompasses the entire City, except for areas within Street Lighting Maintenance District 1999-1 and within Community Facilities District No. 2017-1.
Landscaping and Lighting District 1983-2 (Stagecoach Road) This District was formed with the initial assessment in the 1985-86 tax year. The District provides funds for the maintenance of certain landscape improvements along Stagecoach Road. The District's boundaries include all of Tract 4719 and cover the 150-unit single-family Dublin Hills Estates and the Amador Lakes apartments.
Landscaping and Lighting District 1986-1 (Villages at Willow Creek) This District was formed with the initial assessment in the 1987-88 tax year. The District encompasses the Villages at Willow Creek development along Dougherty Road, north of Amador Valley Boulevard. The boundary includes apartment complexes, condominiums, and a 145-unit single family development (Ridgecreek).
Landscaping and Lighting District 1997-1 (Santa Rita Area) This District was formed at the request of the Alameda County Surplus Property Authority and the initial assessment was levied in the 1997-98 tax year. The area covered by this District is bound by Gleason Drive on the north, Interstate 580 on the south, Arnold Road on the west, and Tassajara Road on the east.
Street Lighting Maintenance District 1999-1 (Dublin Ranch) This District was formed with the initial assessment in the 1999-2000 tax year. The District funds the electric energy, maintenance, and repair costs associated with street lighting installed in Dublin Ranch, Clifton Park, Fallon Village, Jordan Ranch, Tassajara Hills, and Francis Ranch.
STRATEGIC PLAN INITIATIVE:
None.
NOTICING REQUIREMENTS/PUBLIC OUTREACH:
The City Council Agenda was posted.
ATTACHMENTS:
1) Resolution Directing Preparation of the Annual Engineer’s Reports for Street Lighting Maintenance District 1983-1, Landscape and Lighting District 1983-2, Landscape and Lighting District 1986-1, Landscape and Lighting District 1997-1, and Street Lighting Maintenance District 1999-1
71 Attachment 1
Reso. No. XX-25, Item X.X, Adopted XX/XX/2025 Page 1 of 2 RESOLUTION NO. XX – 25
A RESOLUTION OF THE CITY COUNCIL
OF THE CITY OF DUBLIN
DIRECTING PREPARATION OF THE ANNUAL ENGINEER’S REPORTS FOR STREET LIGHTING MAINTENANCE DISTRICT 1983-1, LANDSCAPE AND LIGHTING DISTRICT 1983-2, LANDSCAPE AND LIGHTING DISTRICT 1986-1, LANDSCAPE AND LIGHTING DISTRICT 1997-1, AND STREET LIGHTING MAINTENANCE DISTRICT 1999-1 WHEREAS, on February 28, 1983, by Resolution No. 9-83, the City Council initiated proceedings, and on August 2, 1983, by Resolution No. 38-83, the City Council ordered the formation of City of Dublin Street Lighting Maintenance District No. 1983-1 (“the District”) pursuant to the provisions of the Landscaping and Lighting Act of 1972 (commencing at Section 22500 of the California Streets and Highways Code) (hereinafter, “the Act”); and WHEREAS, on January 23, 1984, by Resolution No. 10-84, the City Council initiated proceedings, and on January 23, 1984, by Resolution No. 11-84, the City Council ordered the formation of City of Dublin Landscape and Lighting District No. 1983-2 (“the District”) pursuant to the provisions of the Landscaping and Lighting Act of 1972 (commencing at Section 22500 of the California Streets and Highways Code) (hereinafter, “the Act”); and WHEREAS, on November 10, 1986, by Resolution No. 128-86, the City Council initiated proceedings, and on November 10, 1986, by Resolution No. 129-86, the City Council ordered the formation of City of Dublin Landscape and Lighting District No. 1986-1 (“the District”) pursuant to the provisions of the Landscaping and Lighting Act of 1972 (commencing at Section 22500 of the California Streets and Highways Code) (hereinafter, “the Act”); and WHEREAS, on July 23, 1996, by Resolution No. 94-96, the City Council initiated proceedings, and on October 1, 1996, by Resolution No. 115-96, the City Council ordered the formation of City of Dublin Landscape and Lighting District No. 1997-1 (“the District”) pursuant to the provisions of the Landscaping and Lighting Act of 1972 (commencing at Section 22500 of the California Streets and Highways Code) (hereinafter, “the Act”); and WHEREAS, on March 16, 1999, by Resolution No. 37-99, the City Council initiated proceedings, and on August 3, 1999, by Resolution No. 153-99, the City Council ordered the formation of City of Dublin Street Lighting Maintenance District No. 1999-1 (“the District”) pursuant to the provisions of the Landscaping and Lighting Act of 1972 (commencing at Section 22500 of the California Streets and Highways Code) (hereinafter, “the Act”); and WHEREAS, Section 22620 et seq of the Act provides for the levy of annual assessments after formation of the Districts.
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Dublin hereby designates the City Engineer, or their designee, as Engineer for purposes of preparing and filing with the Clerk a written report in accordance with Section 22565 et seq of the Act; said Engineer is hereby directed to apportion said assessments in accordance to the benefits received from said improvements by the lots, pieces and parcels of land within the District, and said Engineer is hereby directed to accomplish such preparation and filing forthwith. 72 Reso. No. XX-25, Item X.X, Adopted XX/XX/2025 Page 2 of 2 PASSED, APPROVED AND ADOPTED this 14th day of January 2025, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
______________________________
Mayor
ATTEST:
_________________________________
City Clerk
73 STAFF REPORT
CITY COUNCIL
Agenda Item 5.4
DATE: January 14, 2025
TO: Honorable Mayor and City Councilmembers
FROM: Colleen Tribby, City Manager
SUBJECT: Appointment to Tri-Valley Community Television Board Prepared by: Jordan Foss, Management Analyst II
EXECUTIVE SUMMARY:
The City Council will consider approving the Mayor’s recommendation to appoint Deputy City Manager Hazel Wetherford as the Dublin representative on the Tri-Valley Community Television Board of Directors.
STAFF RECOMMENDATION:
Approve the Mayor’s recommendation of Deputy City Manager Hazel Wetherford as the Dublin representative on the Tri-Valley Community Television Board of Directors.
FINANCIAL IMPACT:
None.
DESCRIPTION:
Tri-Valley Community Television is a non-profit corporation established to promote and help coordinate the production of community service television in the Tri-Valley area. The non-profit corporation is governed by a Board of Directors composed of representatives from the cities of Dublin, Livermore, and Pleasanton.
Currently, City Manager Colleen Tribby serves on the Board of Directors. The Mayor is recommending Deputy City Manager Hazel Wetherford to replace the City Manager on the Board of Directors.
STRATEGIC PLAN INITIATIVE:
None.
74
NOTICING REQUIREMENTS/PUBLIC OUTREACH:
The City Council Agenda was posted.
ATTACHMENTS:
None.
75 STAFF REPORT
CITY COUNCIL
Agenda Item 5.5
DATE: January 14, 2025
TO: Honorable Mayor and City Councilmembers
FROM: Colleen Tribby, City Manager
SUBJECT: Francis Ranch Development Public Art
Prepared by: Shaun Chilkotowsky, Parks & Community Services Manager EXECUTIVE SUMMARY:
The City Council will consider approving Trumark Homes’ proposal for public art at the Francis Ranch development project that is now under construction. The proposed artwork, designed by artist Eric Powell, would be located in future public spaces, which the developer is constructing as part of the project.
STAFF RECOMMENDATION:
Consider approving the artwork proposal by Trumark Homes for the Francis Ranch development project.
FINANCIAL IMPACT:
There is no impact on City funds as this is developer-installed artwork. Trumark Homes’ public art obligation for this project is estimated at $1,534,000.
DESCRIPTION:
Background
On December 7, 2021, the Dublin City Council adopted Resolution 140-21 Approving Vesting Tentative Map No. 8563, authorizing the development of a 165.5-acre site with a 573-unit residential project. More specifically, the project will include six neighborhoods, two neighborhood parks totaling 11 acres, and a two-acre public/semi-public site. The project site, owned by TH East Ranch Dublin LLC (Trumark Homes) and Arroyo CAP IV-3 (Arroyo), straddles existing Croak Road with Jordan Ranch to the west, Positano to the north, and undeveloped land to the east and south. The project includes the obligation to provide public art at a value of 0.5% of the project’s building valuation, which equates to about $1.5 million. 76
Artist Selection
Trumark Homes selected artist Eric Powell to create the artwork for the Francis Ranch project.
Having previously collaborated with the artist on the Wallis Ranch development in Dublin, Trumark Homes was impressed by his innovative approach to artwork development and ability to collaborate to meet project goals. Eric Powell brings a unique vision that aligns with Trumark Homes’ goal of enhancing community pride through art and his exploration of themes relevant to the community and location history.
Design Proposal and Location
The proposal is for a series of artworks located in the two public park spaces being constructed as part of the development project. Two of the artworks may be located along the section of Croak Road that connects the two parks, if feasible. Otherwise, all the artworks will be located within the two parks. The park spaces, currently in the design development phase, total 11 acres and include a mix of passive and active use amenities.
The proposed artwork series comprises a mixture of sculptures and artistic park features. The two prominent sculptures, one located in each park and both 20 feet in height, are inspired by the vintage farm equipment once located on the property and are complimented by the theme of “Exploration” which is the basis of the park design. Ten artistic light poles, or Cloud Lanterns, are included, with four or five located in each park (two may be located along Croak Road, as noted above). These large-scale sculptures evoke the spirit of the surrounding rolling hills and ecosystem of the Tri-Valley, and each will stand approximately 15 feet tall. The forms and shapes of these sculptures convey native plants found in Dublin and are symbolic of the overlapping relationship with people and nature. Utilizing wood from four heritage trees harvested from the land, sculptural benches will be created and placed adjacent to the play areas at each park. Up to four benches will be created, two at each park, and plaques will be included detailing how the trees were transformed and are now preserved in the form of functional art. Lastly, an artistic, 17- foot-tall archway portraying birds in flight will be located at each park at the entrance to the play areas. A detailed proposal is included with this Staff Report as Attachment 1.
The City will own the land where the future artworks will be located. Upon successful installation and project completion, Trumark Homes will transfer ownership of the artworks to the City. As the owner of the artworks, the City of Dublin will take on maintenance responsibilities, and Trumark Homes will provide a one-time payment to the City to cover future ownership and maintenance costs.
Staff Review and Community Outreach
On August 18, 2024, Trumark Homes and artist Eric Powell attended the Farmers Market at Emerald Glen Park to present the proposal to the community and solicit feedback. Overall, the community was supportive of the project and appreciated the deep connection to the surrounding landscape. A goal for the project was to further assist with defining the public spaces. Feedback noted how the artwork brought linkages to the site’s past, surrounding architecture, and park themes.
Parks and Community Services Commission Review
At its November 18, 2024 meeting, the Parks and Community Services Commission reviewed the 77
Public Art proposal developed by Trumark Homes and artist Eric Powell. The Commission supported the proposal and expressed appreciation for how the artist was able to utilize art to connect the site’s agricultural past with its vibrant, active future.
Heritage & Cultural Art Commission Review
At its December 12, 2024 meeting, the Heritage and Cultural Arts Commission reviewed the proposal and voted unanimously to recommend the artwork to the City Council for final approval.
The Commission expressed appreciation for the detail and thoughtfulness of the proposal, and for how well the artwork layout was balanced.
Staff Review and Next Steps
Staff from the City’s Public Works, Community Development, and Parks and Community Services Departments have reviewed the artwork proposal and believe the artwork aligns with the City’s Public Art Master Plan and does not create safety or design concerns.
If approved by the City Council, Trumark Homes and the City will enter into a Public Art Installation and Maintenance Agreement. Staff will return to the City Council at a future meeting for approval of this agreement, including a detailed scope of work and schedule for completion.
STRATEGIC PLAN INITIATIVE:
None.
NOTICING REQUIREMENTS/PUBLIC OUTREACH:
The City Council Agenda was posted, and a copy of the Staff Report was provided to the Developer.
ATTACHMENTS:
1) Artwork Design Proposal by Artist Eric Powell
78 Attachment 1
79 Francis Ranch: Proposal for Public Art
Artist: Eric PowelI 12-12-24
Artist Statement
Eric Powell is committed to enriching and beautifying places by creating siteresponsive, integrated, resilient works of public art. These artworks enrich and enhance the places where they reside and inspire people to feel a sense of place.
Every city that has integrated public art flourishes and becomes a destination, attracting a vital community and economy.
Powell's previous project with Trumark Homes at Wallis Ranch in Dublin commemorates the rich agrarian and ranching history of the property and broader community. The artwork beatifies the park and entry area, bringing a unique, timeless identity to Wallis Ranch.
Given Powell's established and successful relationship with Trumark Homes as well has his emphasis on integrating historical narratives into many of his works, he is uniquely placed to create artworks for Francis Ranch.
Description of Artworks
The Artwork at Francis Ranch will create a vibrant and uplifting visual identity and a strong sense of continuity that establishes the community as a unique, beautiful and inviting place to live. Interweaving natural forms with manmade forms the artworks will lend an exuberant energy for the parks and a new story and a new history for Francis Ranch.
Words the describe the artwork: Clouds, lanterns, rolling hills, ephemeral, timeless, currents, beacons, birds in flight, farm equipment/tools, windmills, trees, pods, leaves, seeds, barn owls, native animals, native plants, wind.
The artworks will include a series of sculptures and functional works that will be a destination within the two parks for the whole community to enjoy.
Materials, Finish, and Maintenance
The sculptures are made of steel, an extremely durable structural material. The surface is finished with a long-lasting industrial-grade primer and protective paint coating, which requires minimal maintenance.
Attachment 1
80 Location
The artworks will be located within between the two parks and will be highly visible.
They will create a common theme that connects the two parks through a visual, artistic continuity.
Scale and Lighting
The artworks will be scaled so that they are accessible and relatable, and at the same time visible from afar.
During the day, the sculptures will allow light to pass through so that they are visually integral to the harmony of the land, the landscaping and the views of the Tri-Valley.
At night, the glowing Cloud Lanterns will be lit from within and will illuminate the parks with a soft, warm glow at night, creating an inviting presence at night.
Timeline
The Artworks will be completed at the same time as parks and homes.
Attachment 1
81 Scope of Work for the Artwork for Francis Ranch:
1: 'Cloud Lanterns' (Ten total)
Cloud Lanterns and Totem Sculptures are large scale sculptures that evoke the spirit of the surrounding rolling hills and quintessential California terrain and ecosystem of the Tri Valley Area. The designs integrate forms of medicinal plants, seeds, pods and leaves that are native to Northern California, and support all of life.
The ten Cloud Lanterns are inspired by the rich surrounding habitat and by the vintage farming equipment that resided on the Croak/Francis Ranch property for well over a century. These objects embody the beauty of the surrounding terrain and the ingenuity and elegance of early American industrial design. Height: 15’-17’. 3: Larger Illuminated Sculptures (Two total):
There will be two large scale sculptures, one at the entry of each park. The sculptures are inspired by historic objects that were found on the Croak Ranch land.
Forms integrated into the artworks are inspired by tractor parts, plow blades, and other objects essential and ubiquitous on the ranch. The sculptures acknowledge and celebrate the history of the land, reminding residents and visitors of the lands’ rich agrarian past. Height: 20'.
3: Bird Arches at the Play Areas
These two entry arches create an inviting and uplifting energy to each play area, and let kids (and anyone who wants to play) know that they are now in the right place! The birds on the arches are in flight, casting shadows that revolve on the ground as the sun moves through the day. The birds are colorful and exuberant in their movement.
Height: 15’-17’.
2: Heritage Tree Benches
Four Heritage trees that were harvested from the land will be used to create two sculptural benches for each park. These engaging works will memorialize the trees and will include a plaque describing the process through which the trees were transformed into artworks. The trees will be carved and formed using chain saws, sanders and chisels.
The Heritage Tree benches will provide places for gathering and playing. These works will celebrate the majesty and importance of trees in California and will add beauty and a unique element of play to the parks. The benches can each sit several people.
Length: 12' - 15' each.
Attachment 1
82 Some notes on the history of Croak Ranch (now Francis Ranch):
In 1850, Michael Murray and Jeremiah Fallon came to this area from Ireland. They purchased 1,000 acres of land from Jose Amador and built homes for their families. The area began to grow as many settled in the area. Amongst them were the Croak family, whose ranch abuts the Fallon property's eastern boundary.
When the U.S. Department of Transportation laid plans for Interstate 580 and Interstate 680, intersecting at Dublin, they followed the roads' long-established circulation patterns and existing settlements with infrastructure. The boundaries of the Croak Ranch property have not changed since at least 1906.
Although the Croak family ranch likely produced dairy products for their own consumption, like many agricultural families, the lack of a dairy barn suggests a production focused on cattle or possibly other ranching for meat and hide products.
Trumark Homes is among discerning developers integrating art and culture into their projects, creating magnetism and enhancing and enriching people's experience.
I very much appreciate the opportunity to work with Trumark Homes and the City of Dublin!
Thank you,
Eric Powell
Attachment 1
83 Art Locations
T he Art at Francis Ranch
Context Location: Francis Ranch
Francis
Ranch
Attachment 1
84 Northern Park Art Integration
T he Art at Francis Ranch
Potential Art Locations
EXPLORATION
|
CALIFORNIA
THEME
Attachment 1
85 Southern Park Art Integration
T he Art at Francis Ranch
Potential Art Locations
EXPLORATION
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BAY AREA
THEME
Attachment 1
86 Attachment 1
87 Attachment 1
88 Attachment 1
89 Attachment 1
90 Attachment 1
91 Attachment 1
92 Attachment 1
93 Attachment 1
94 Attachment 1
95 Attachment 1
96 Attachment 1
97 Attachment 1
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99 Attachment 1
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Attachment 1
101
STAFF REPORT
CITY COUNCIL
Agenda Item 5.6
DATE: January 14, 2025
TO: Honorable Mayor and City Councilmembers
FROM: Colleen Tribby, City Manager
SUBJECT: 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. 102
Figure 1. Project Location
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.
103
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 offsite 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) 104
Attachment 1
Reso. No. XX-25, Item X.X, Adopted XX/XX/2025 Page 1 of 2 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. 105
Reso. No. XX-25, Item X.X, Adopted XX/XX/2025 Page 2 of 2 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
106
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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.
Attachment 2
Exhibit A
107
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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 108
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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: Colleen Tribby
City Manager
City of Dublin
100 Civic Plaza
Dublin, CA 94568
Telephone: (925) 833-6650
Facsimile: (925) 833-6651
If to the County, to: County of Alameda
Kimberly Gasaway
Director, General Services Agency
1401 Lakeside Drive, 10th Floor
Oakland, CA 94612
Telephone: (510) 208-9701
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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 fortyeight (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
_________________________________
Colleen Tribby, City Manager
COUNTY OF ALAMEDA
President, Board of Supervisors
Attest:
_________________________________
Marsha Moore, City Clerk
Attest:
Clerk of the Board of Supervisors
Approved as to Form:
_________________________________
City Attorney
Approved as to Form:
County Counsel
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5 | Page
Exhibit A
Conditions of Approval of Site Development Review for the Fire Training Center CONDITION TEXT Respon.
Agency
WHEN REQ’DPrior 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
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.
City of
Dublin,
County
Flood and
Water
Conserva
tion
District
(Zone 7)
Sitework Permit or
Encroachment
Permit Issuance
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
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
A. City of
Dublin
Public
Works,
B.
Alameda
County
Public
Works
Agency,
C.
Departme
On-going
111
6 | Page
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
going to a public hearing in order for the County to fulfill needed improvements or mitigations resulting from
impacts of this project.
City of
Dublin
Public
Works
On-going
6. Hold Harmless/Indemnification. County shall defend,
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.
Administ
ration/
City
Attorney
On-going
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
112
7 | Page
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 onsite 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 44 – 53, and Item 56.
City of
Dublin
Public
Works
Sitework Permit
Issuance
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
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8 | Page
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 nonCity agencies, including but not limited to: the Alameda County Fire Department and the Dublin San Ramon
Services District.
AHJs Encroachment
Permit Issuance
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 Engineer.
City of
Dublin
Public
Works
Sitework Permit
Issuance
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 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.
PW Acceptance of
Improvements
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
114
9 | Page
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 OffSite 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 OffSite 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 OffSite Improvements
22. Dry Utility Locations. All electric, telephone, cable TV, and communications utilities, within public right-of-way 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.
City of
Dublin
Public
Works
Acceptance of OffSite Improvements
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 OffSite Improvements
115
10 | Page
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 OffSite 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 landscaping, shall be a maximum height of 30” from the
roadway surface elevation at the nearest lane.
City of
Dublin
Public
Works
Encroachment
Permit Issuance
31. Traffic Signing and Striping. County shall install all traffic signage, striping, and pavement markings to the City of
Dublin
Encroachment
Permit Issuance
116
11 | Page
frontage of the Project as required by the City Engineer.
Signing plans shall show street names and stop signs and 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
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
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.
Alameda
County
General
Services
Agency
Start of Construction
and On-going
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
fenced area. Construction materials and/or equipment
Alameda
County
General
Services
Agency
Start of Construction
and On-going
117
12 | Page
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
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.
Alameda
County
General
Services
Agency
Start of Construction
Implementation, and
On-going as needed
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 Ongoing as needed
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13 | Page
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 on the streets is due to its construction activities.
City of
Dublin
Public
Works
During Grading and
Site Work
42. Construction Traffic and Parking. All constructionrelated 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
119
14 | Page
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
120
15 | Page
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
121
16 | Page
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.casqa.org/resources/trash/certified-fullcapture-system-trash-treatment-control-devices. Please note that lead time for trash capture device delivery can be substantial. County shall plan accordingly.
City of
Dublin
Public
Works
Sitework Permit
Issuance
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
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.
City of
Dublin
Public
Works
Stormwater
Development
/Encroachment
Permit Issuance
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 OffSite Improvements
122
17 | Page
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
-END123
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NOT FOR CONSTRUCTION
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COVER SHEET
A-000
SKA Project Number: 24702
ALAMEDA COUNTY
FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
ALAMEDA COUNTY FIRE TRAINING
CENTER
5053 GLEASON DRIVE,
DUBLIN, CA 94568
PROJECT DIRECTORY - DBE TEAM
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)
AERIAL CONTEXT AND SITE VICINITY MAP
1. DEFINITIONS
A. "TYPICAL" OR "TYP." MEANS IDENTICAL FOR ALL CONDITIONS,
UNLESS OTHERWISE NOTED
B. "SIMILAR" OR "SIM" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITION NOTED. VERIFY DIMENSIONS AND ORIENTATIONS C. "PROVIDE" MEANS TO FURNISH AND INSTALL
D. "FURNISH" MEANS TO FURNISH, AND OTHERS TO INSTALL
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 (+/-)
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
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
CONTRACTOR AND COORDINATED WITH THE ARCHITECT PRIOR TO THE
START OF CONSTRUCTION
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
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 SIMILAR CONDITIONS
6. SIGNAGE AS SHOWN ON THESE PLANS ARE FOR REFERENCE ONLY. A SEPERATE SIGNAGE SUBMISSION AND PERMIT WILL BE REQUIRED.
7. ALL ONSITE LIGHTING WILL COMPLY WITH THE 1FC STANDARD AND WILL HAVE NO UPLIGHTING/SKYLOAD. PHOTOMETRIC STUDY WILL BE PROVIDED WITH THE
DESIGN DEVELOPMENT SUBMISSION
GENERAL NOTES
OWNER/CLIENT
ALAMEDA COUNTY GENERAL SERVICES AGENCY
GSA CAPITAL PROGRAMS
1401 LAKESIDE DRIVE, SUITE 800
OAKLAND, CA 94612
(510) 208-9522
PATRICK LAM, SENIOR PROJECT MANAGER
[email protected]
DESIGN BUILDER
OVERAA CONSTRUCTION
200 PARR BOULEVARD
RICHMOND, CA 94801
(510) 234-0926
ARCHITECT
SHAH KAWASAKI ARCHITECTS
570 10TH STREET, SUITE 201
OAKLAND, CA 94607
(510) 663-6090
CIVIL ENGINEER / LANDSCAPE ARCHITECT
SIEGFRIED ENGINEERING, INC.
3428 BROOKSIDE ROAD
STOCKTON, CA 95219
(209) 943-2021
STRUCTURAL ENGINEER
ZFA STRUCTURAL ENGINEERS
1212 FOURTH ST., SUITE Z,
SANTA ROSA CA 95404
(707) 526-0992
SHEET INDEX
PROJECT INFORMATION
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
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
- SCBA BUILDING: 1
PICTORAL RENDERINGS ARE FOR GRAPHIC REFERENCE ONLY
GENERAL
A-000 COVER SHEET
A-001 PROJECT INFORMATION, GENERAL NOTES, GENERAL SCOPE OF WORK A-011 CODE, EGRESS & ACCESSIBILITY SITE PLAN
A-012 CODE SUMMARY & EGRESS PLAN
A-021 SIGNAGE PLANS
A-022 CODE & SIGN DETAILS
A-023 EXTERIOR SIGN DETAILS
A-024 EXTERIOR SIGNS DETAILS
A-025 INTERIOR SIGNS DETAILS
A-026 INTERIOR SIGNS DETAILS
A-031 DESIGN INTENT - EXTERIOR RENDERED VIEWS
A-032 DESIGN INTENT - EXTERIOR RENDERED VIEWS
A-033 DESIGN INTENT - INTERIOR RENDERED VIEWS
A-034 DESIGN INTENT OVERVIEW - EXTERIOR DESIGN IMAGES
A-045 LEED SCORECARD & CALGREEN CHECKLIST
CIVIL
C1.0 GENERAL NOTES
C1.1 FIRE ACCESS PLAN
C2.0 TOPOGRAPHIC & DEMOLITION PLAN
C3.0 PAVING DIMENSIONING PLAN
C3.1 SITE FEATURES @ AMENITIES
C4.0 GRADING PLAN
C5.0 UTILITY PLAN
C6.0 EROSION CONTROL PLAN
C7.0 DETAILS I
C7.1 DETAILS II
C7.2 DETAILS III
C7.3 DETAILS IV
C7.4 DETAILS V
C7.5 DETAILS VI
C8.0 STORMWATER MANAGEMENT PLAN
C8.1 STORM WATER TREATMENT DETAILS
LANDSCAPE
L1.0 IRRIGATION PLAN
L-1.1 IRRIGATION CALCULATIONS
L-2.0 TREE PLAN
L-2.1 SHRUB & GROUNDCOVER PLAN
L-3.0 LANDSCAOE DETAILS I
L-3.1 LANDSCAPE DETAILS II
L-3.2 LANDSCAPE DETAILS III
0-L3.2 PLANTS LIST AND NOTES
0-L5.0 LANDSCAPE DETAILS AND IMAGERY
0-L5.2 LANDSCAPE DETAILS
0-L5.3 PLANTING DETAILS
STRUCTURAL
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
ARCHITECTURE
A -101 ARCHITECTURAL SITE PLAN
A -102 TRASH ENCLOSURE DETAILS
A -103 PUMP TEST PIT DETAILS
A -104 PUBLIC ARTWORK CONCRETE FOUNDATION PROTOTYPE
A -105 OUTDOOR SHADE CANOPY DETAILS
ARCHITECTURE CLASSROOM
A-1-121 FLOOR PLAN - CLASSROOM BLDG.
A-1-122 DIMENSION PLAN - CLASSROOM BLDG.
A-1-131 REFLECTED CEILING PLAN - CLASSROOM BLDG.
A-1-141 ROOF PLAN - CLASSROOM BLDG.
A-1-201 EXTERIOR ELEVATIONS - NORTH & SOUTH - CLASSROOM BLDG.
A-1-201A EXTERIOR ELEVATIONS - SOUTH - CLASSROOM BLDG.
A-1-202A EXTERIOR ELEVATIONS -NORTH - CLASSROOM BLDG.
A-1-202 EXTERIOR ELEVATION - EAST & WEST - CLASSROOM BLDG.
A-1-203 EXT. ELEV. (E) & (W) CLASSROOM BLDG.
A-1-204 EXT. ELEVATION SOUTH - EXTENDED
A-1-301 BUILDING SECTIONS - CLASSROOM BLDG.
A-1-311 WALL SECTIONS - CLASSROOM BLDG.
A-1-312 WALL SECTIONS - CLASSROOM BLDG.
A-1-313 WALL SECTIONS - CALSSROOM BLDG.
A-1-401 ENLARGED PLAN & INTERIOR ELEVATION - LOBBY
A-1-402 ENLARGED PLAN & INTERIOR ELEVATION - BREAK RM & RECEPTION A-1-403 ENLARGED PLAN & INTERIOR ELEVATION - CLASSROOMS A-1-404 ENLARGED PLAN & INTERIOR ELEVATIONS - TURNOUT ROOM A-1-405 ENLARGED PLAN & INTERIOR ELEVATION - EXCERCISE ROOM A-1-406 ENLARGED PLAN & INTERIOR ELEVATION - UTILITY & OFFICE STORAGE A-1-407 ENLARGED PLAN & INTERIOR ELEVATION - MALE LOCKER ROOM A-1-408 ENLARGED PLAN & INTERIOR ELEVATION - MALE LOCKER ROOM 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
N.V. HEATHORN
1980 OLIVERA RD SUITE C
CONCORD, CA 94520
(510) 569-9100
NVHEATHORN.COM
ELECTRICAL ENGINEER
EDWARD SCOTT ELECTRIC
500 W OHIO AVE, RICHMOND, CA 94804
(415) 206-7120
EDWARDWSCOTTELECTRIC.COM
PLUMBING ENGINEER
MATRIX HG
115 MASON CIR, CONCORD, CA 94520
(925) 459- 9200
MATRIXHGINC.COM
FIRE PROTECTION ENGINEER
BATTALION ONE
14755 CATALINA ST, SAN LEANDRO, CA 94577
(510) 650- 8075
BATTALIONONEFIRE.COM
LEED CONSULTANT
AR GREEN CONSULTING
1915 SACRAMENTO ST.
SAN FRANCISCO, CA 94109
(415) 559-0331
ACOUSTICAL/AV/TELECOMMUNICATIONS
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
A-1-801 EXTERIOR DETAILS
A-1-802 EXTERIOR DETAILS
A-1-803 EXTERIOR DETAILS
A-1-832 INTERIOR DETAILS
A-1-841 STOREFRONT SCHEDULES - CLASSROOM BLDG.
A-1-901 PARTITION TYPES - CLASSROOM BLDG.
A-1-921 DOOR SCHEDULES - CLASSROOM BLDG.
A-1-931 FINISH SCHEDULES - CLASSROOM BLDG.
ARCHITECTURE TRAINING TOWER
A-2-121 FIRST LEVEL FLOOR PLAN - TRAINING TOWER
A-2-122 SECOND LEVEL FLOOR PLAN - TRAINING TOWER
A-2-123 THIRD LEVEL FLOOR PLAN - TRAINING TOWER
A-2-124 FOURTH & FIFTH LEVEL FLOOR PLANS - TRAINING TOWER A-2-131 FIRST & SECOND LEVEL RCP - TOWER BUILDING
A-2-132 THIRD, FOURTH, & FIFTH LEVEL RCP - TOWER BUILDING A-2-141 STAIR TOWER ROOF PLAN - TRAINING TOWER
A-2-201 EXTERIOR ELEVATIONS - TRAINING TOWER
A-2-202 EXT. ELEVATIONS - TRAINING TOWER COLOR
A-2-301 BUILDING CROSS SECTIONS - TRAINING TOWER
A-2-701 ENLARGED STAIR PLANS / SECTIONS - TRAINING TOWER A-2-801 ARCHITECTUAL DETAILS - TRAINING TOWER
A-2-802 ARCHITECTURAL DETAILS - TRAINING TOWER OPENINGS A-2-803 ARCHITECTURAL DETAILS - TRAINING TOWER
A-2-921 WIINDOW & DOOR SCHEDULES - TRAINING TOWER
A-2-931 FINISH SCHEDULES - TRAINING TOWER
ARCHITECTURE SCBA BLDG.
A-3-121 FLOOR PLAN, ROOF PLAN, RCP, SCBA BLDG.
A-3-201 EXTERIOR ELEV., BLDG SECTION, INT. ELEV. SCBA BLDG.
A-3-202 EXTERIOR ELEV. COLOR - SCBA BLDG.
A-3-801 SCHEDULES - SCBA BLDG.
PLUMBING
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
MECHANICAL
0-BAS0.01 HVAC CONTROL SCHEMATICS
0-M0.01 HVAC LEGENDS AND ABBREVIATIONS
0-M0.02 HVAC SCHEDULES
0-M4.01 HVAC DETAILS
1-M2.01 LEVEL 1 HVAC FLOOR PLAN - CLASSROOM BUILDING
1-M2.02 ROOF HVAC PLAN - CLASSROOM BUILDING
3-M2.01 HVAC FLOOR PLAN - SCBA BUILDING
ELECTRICAL
E0.00 GENERAL NOTES, SHEET INDEX, LEGEND
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
LOW VOLTAGE
TA-001 GEN. NOTES, SYMBOL, LEGEND, ABBR. & JBOX SCHEDULE TA-002 SYMBOL SCHEDULE
TA-1-121 AUDIOVISUAL FIRST FLOOR PLAN - CLASSROOM BUILDING TA-1-131 AUDIOVISUAL FIRST FLOOR RCP - CLASSROOM BUILDING TN-001 GEN. NOTES, SYMBOL, LEGEND, ABBR. & JBOX SCHEDULE TN-002 SYMBOL SCHEDULE
TN-0-101 COMMUNICATIONS SITE PLAN
TN-1-121 COMM FIRST FLOOR PLAN - CLASSROOM BUILDING
TN-1-131 COMM FIRST FLOOR RCP - CLASSROOM BUILDING
TN-1-401 COMM. TELECOM/SERVER CLOSET 1-110 ENL. PLAN & RCP TN-901 DETAILS - DEVICES
TN-902 DETAILS - RACK R15
TN-903 DETAILS - RACK R28
TN-904 DETAILS - INTERIOR FASTENING
TN-905 DETAILS - COMMUNICATIONS VAULT
TN-906 DETAILS - COMMUNICATIONS VAULT
TN-907 TRENCH SECTIONS
TN-908 DETAILS - FIRESTOPPING
TY-001 GEN. NOTES, SYMBOL, LEGEND, ABBR. & JBOX SCHEDULE TY-002 SYMBOL SCHEDULE
TY-0-101 ELECTRONIC SECURITY SYSTEMS SITE PLAN
TY-1-121 ESS FIRST FLOOR PLAN - CLASSROOM BUILDING
TY-1-131 ESS FIRST FLOOR RCP - CLASSROOM BUILDING
TY-701 ACCESS CONTROL SINGLE LINE DIAGRAM
TY-702 SURVEILLANCE VIDEO SYSTEM FUNCTIONAL DIAGRAM
TY-901 DETAILS - ELEC. SECURITY SYS. ACCESS CONTROL
TY-902 DETAILS - VIDEO SUREILLANCE SYSTEMS
Revision Number DATE ISSUE DESCRIPTION
R1 09/13/2024 CITY OF DUBLIN SDR
10/02/2024 50% DESIGN DEVELOPMENT
10/16/2024 100% DESIGN DEVELOPMENT
124
CITY OF DUBLIN SITE REQUIREMENTS:
THE DESIGN BUILD ENTITY (DBE) SHALL COORDINATE, DOCUMENT, AND SECURE APPROVALS FROM JURISDICATIONAL AGENCIES, AND CONSTRUCT AS REQUIRED THE FOLLOWING MINIMUM SITE REQUIREMENTS:
• INVESTIGATE EXISTING SIDEWALK, CURB AND GUTTER, AND CURB RAMPS FOR ANY DEFICIENCIES WITH RESPECT TO CURRENT ACCESSIBILITY STANDARDS. REMOVE AND REPLACE NON-COMPLIANT EXISTING FEATURES. BRING ALL FOUND DEFICIENCIES INTO COMPLIANCE.
• SUBMIT TO THE COUNTY AND CITY OF DUBLIN HYDROLOGY AND HYDRAULIC CALCULATIONS
TO CONFIRM THE PROPOSED STORM DRAIN CONNECTION FROM THE PROPERTY LINE CLEANOUT TO STORM DRAIN MAIN IS ADEQUATELY SIZED TO SERVE THE DEVELOPMENT. • SUBMIT TO THE COUNTY AND CITY OF DUBLIN A STORMWATER REQUIREMENTS CHECKLIST AND INCORPORATE APPLICABLE MEASURES INTO PROJECT PLANS. THE CHECKLIST CAN BE DOWNLOADED FROM THE CITY'S WEBSITE AT: HTTP://DUBLIN.CA.GOV/1656/STORMWATERDEVELOPMENT-SUBMITTAL-REQUIRE. • PROVIDE A DETAILED EROSION AND SEDIMENT CONTROL PLAN WITH THE GRADING PLAN SUBMITTAL TO THE COUNTY AND CITY OF DUBLIN THAT SHALL CONTAIN THE "CLEAN BAY BLUEPRINT," WHICH CAN BE FOUND ON THE CITY OF DUBLIN WEBSITE AT THE FOLLOWING ADDRESS: HTTP://WWW.DUBLIN.CA.GOV/DOCUMENTCENTER/VIEW/13531 • PREPARE AND SUBMIT A STORMWATER MANAGEMENT PLAN TO THE COUNTY SHOWING HOW C.3 AND C.10 REQUIREMENTS ARE MET. INDICATE HOW THE MUNICIPAL REGIONAL
STORMWATER NPDES PERMIT REQUIREMENTS SHALL BE MET IN THE CONSTRUCTION DOCUMENTS. THE STORMWATER MANAGEMENT PLAN SHALL DELINEATE DRAINAGE MANAGEMENT AREAS (DMAS) AND INCLUDE CORRESPONDING C.3 CALCULATIONS FOR EACH DMA.
• DEMONSTRATE TO THE COUNTY AND CITY OF DUBLIN HOW THE FOLLOWING SOURCE
STORM WATER CONTROL FEATURES ARE MITIGATED IN THE CONSTRUCTION DOCUMENTS INCLUDING BUT NOT LIMITED TO THE FOLLOWING FACILITY ELEMENTS:
A. METAL ROOFS – COAT ALL METAL ROOFS, INCLUDING GALVANIZED ROOFS, WITH RUST-INHIBITIVE PAINT.
B. FIRE SPRINKLER – FIRE SPRINKLER TEST WATER DISCHARGE SHALL BE TO AN APPROPRIATELY SIZED LANDSCAPE AREA OR SANITARY SEWER. FOR LANDSCAPE
DISCHARGE, REFER TO THE CITY OF DUBLIN FIRE SPRINKLER TEST WATER FACT SHEET, WHICH CAN BE DOWNLOADED FROM THE CITY WEBSITE AT:
HTTPS://DUBLIN.CA.GOV/1656/DEVELOPMENT-PERMITS-STORMWATE-REQUIRE C. MISCELLANEOUS DRAIN OR WASH WATER – DRAIN CONDENSATE FROM AIR
CONDITIONING UNITS TO APPROPRIATELY SIZED LANDSCAPING AREAS OR SANITARY SEWERS.
• PROVIDE PLANTS WITHIN THE BIO-RETENTION AREAS AND FLOW THROUGH PLANTERS WHICH ARE CONSISTENT WITH THE DUBLIN CLEAN WATER PROGRAM PRE-APPROVED LIST. • DESIGN AND CONSTRUCT BIO-RETENTION AREAS TO BE FLAT, TO ALLOW EVEN DISTRIBUTION OF RUNOFF. PROVIDE TOP OF SOIL ELEVATIONS AND REMOVE SLOPES ON THE GRADING PLAN AS NEEDED.
• PROVIDE AND INSTALL APPROVED FULL TRASH CAPTURE DEVICES TO MEET MRP PROVISION C.10 REQUIREMENTS. APPROPRIATE STORMWATER MANAGEMENT MEASURES (E.G., TRASH CAPTURE, TREATMENT, HYDROMODIFICATION, AS REQUIRED) MUST BE INSTALLED WITH EACH PHASE OF THE PROJECT. TEMPORARY FACILITIES ARE NOT PERMITTED.
• PROVIDE STORMWATER TREATMENT SYSTEMS TO MANAGE STORMWATER RUNOFF FROM
ANY IMPERVIOUS SURFACE CREATED/REPLACED IN THE PUBLIC RIGHT OF WAY AS PART OF
THE PROJECT, INCLUDING ADA CURB RAMPS, SIDEWALK SECTION REPLACEMENT, CURB/GUTTER REPLACEMENT, ETC.
• COMPLY WITH SB 1383 PROCUREMENT REQUIREMENTS, INCLUDING, ALL MULCH AND
COMPOST USED IN STORMWATER MANAGEMENT MEASURES AND GENERAL LANDSCAPE AREAS SHALL MEET SB 1383 REGULATORY REQUIREMENTS. MULCH MUST MEET OR
EXCEED THE PHYSICAL CONTAMINATION, MAXIMUM METAL CONCENTRATION, AND PATHOGEN DENSITY STANDARD IN SQUARE FEET OR LAND APPLICATION SPECIFIED IN 14 CCR 17852(A) (24.5) (A)1 THROUGH 3.
• KEEP AND MAINTAIN A COPY OF ALL RECORDS PERTAINING TO THE PROCUREMENT OF SB COMPLIANT COMPOST AND MULCH. PROVIDE TO THE COUNTY OF ALAMEDA PUBLIC WORKS
DEPARTMENT RECORDS INDICATING THE TOTAL COMPOST AND MULCH PROCURED OR
USED, THE QUANTITY OF COMPOST (TONS OR CUBIC YARDS) AND MULCH (TONS)
PROCURED FROM EACH FACILITY OR ENTITY, FACILITY OR VENDOR INCLUDING
INFORMATION (NAME OF FACILITY, ADDRESS, CONTACT INFORMATION), A GENERAL
DESCRIPTION OF HOW THE COMPOST AND/OR MULCH WAS USED, AND WHERE COMPOST AND MULCH WAS USED DEMONSTRATING PROCUREMENT.
• PROTECT EXISTING FIRE HYDRANTS, SIDEWALK ELECTRIC VAULT ACCESS PANELS, AND
OTHER EXISTING FEATURES WITHIN THE PUBLIC RIGHT OF WAY NOT DESIGNATED FOR REPLACEMENT OR RENEWAL FROM DAMAGE FROM CONSTRUCTION ACTIVITIES. • DBE SHALL MEET AND COORDINATE WITH THE CITY OF DUBLIN'S EXCLUSIVE WASTE HAULER, AMADOR VALLEY INDUSTRIES. THE DBE WILL ADDRESS THE FOLLOWING
REQUIREMENTS AS PART OF THE CIVIL ENGINEERING SITE DESIGN DOCUMENTATION PROCESS TO ENSURE THE PROPERTY TRASH MANAGEMENT PLAN IS SERVICABLE.
1. PREPARE GARBAGE TRUCK ACCESS DIAGRAMS FOR THE FACILITY AND PROVIDE
TURNING RADIUS ANALYSIS INDICATING ACCEPTABLE VEHICLE PATHS OF TRAVEL ON-SITE AND FOR TRUCK INGRESS & EGRESS TO THE PROPERTY.
2. PROVIDE A WRITTEN PROPERTY TRASH MANAGEMENT PLAN FOR THE PROJECT.
THE WORK INCLUDES, BUT IS NOT NECESSARILY LIMITED TO, THE FOLLOWING:
• 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 APPROXIMATELY 5,741 SF FIVE STORY FIRE TRAINING TOWER, A NEW APPROXIMATELY 915 SF SCBA/RESTROOM BUILDING, A NEW APPROXIMATELY 636 SF TRELLIS 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
AND PARKING LOT IMPROVEMENTS, SITE LIGHTING, ACCESSIBLE PATHS OF TRAVEL, SITE DRAINAGE IMPROVEMENTS, GRADING AND PAVING, NEW SECURITY FENCING AND GATES, STRIPING, SIGNAGE LANDSCAPING AND OTHER WORK NECESSARY FOR A COMPLETE AND FULLY OPERATIONAL FIRE TRAINING CENTER FACILITY. • REFER TO THE RFP/BRIDGING DOCUMENTS FOR MINIMUM REQUIREMENTS & DESIGN INTENT FOR THE PROJECT NOT SHOW HEREIN. • COUNTY OF ALAMEDA STANDARD FORM OF AGREEMENT BETWEEN OWNER & CONTRACTOR • COUNTY OF ALAMEDA GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • SOIL INVESTIGATION REPORT, PREPARED BY ROCKRIDGE GEOTECHNICAL ENGINEERS, DATED MARCH 1, 2021. • PROVISION OF ALL REQUIRED ARCHITECTURE, ENGINEERING AND SPECIALITY CONSULTANT CONSTRUCTION DOCUMENT AND PERMITTING SERVICES UTILIZING MOST
RECENTLY ADOPTED REVIT SOFTWARE NECESSARY TO SECURE APPROVED PERMITS AND ENTITLEMENTS FROM ALL JURISDICTIONAL AGENCIES REQUIRED FOR CONSTRUCTION OF THE WORK.
• LEED SILVER CERTIFICATION FOR NEW CONSTRUCTION FOR ALL OCCUPIED BUILDINGS • PERMIT FACILITATION, COORDINATION AND APPROVALS
• COMPLIANCE, RECORD KEEPING AND AUDIT COORDINATION WITH COUNTY OF ALAMEDA PROJECT LABOR AGREEMENTS (PLA) • PROVISION OF ALL LABOR, MATERIALS, EQUIPMENT, INSURANCE AND PROFIT & OVERHEAD COSTS • PROVISION OF GEOTECHNCIAL ENGINEERING SERVICES
• PROVISION OF TOPOGRAPHIC SURVEY SERVICES
• VERIFICATION FOR ACCURACY AND COMPLETENESS OF (E) UTILITY DRAWINGS PROVIDED BY COUNTY • PROVISION OF QUALIFIED ADEQUATE NUMBERS OF STAFF AND TRADES PEOPLE TO COMPLETE THE WORK PER THE APPROVED PROJECT SCHEDULE • BUILDING PERMITS AND FEES
• CONTINUOUS ON-SITE SUPERVISION OF THE WORK BY A QUALIFIED PROJECT SUPERINTENDENT • PROJECT MANAGEMENT, SCHEDULING, INSPECTIONS, TESTING COORDINATION • SUBCONTRACTOR SCHEDULING AND COORDINATION
• COVID CONSTRUCTION SAFETY PROTOCOLS COMPLYING WITH ALAMEDA COUNTY GUIDELINES, IMPLEMENTED AND MANAGED BY THE GENERAL CONTRACTOR • ONSITE WEEKLY JOB SITE OWNER, ARCHITECT, CONTRACTOR (OAC) MEETINGS • COORDINATION WITH NEIGHBORING PROPERTY OWNERS TO MINIMIZE DISRUPTION TO ONGONG COUNTY OR CITY OPERATIONS AND DISTURBANCE TO NEARBY RESIDENTS. • 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 SWITCHGEAR IS AVAILABLE ON-SITE WITH 325A OF POWER
• COORDINATION OF COUNTY OF ALAMEDA BUILDING & PLANNING DEPARTMENT AND PUBLIC WORKS INSPECTIONS. • COORDINATION AND SCHEDULING OF THE PUBLIC ART IN ACCORDANCE WITH THE COUNTY’S PUBLIC ART ORDINANCE. THE PUBLIC ART DESIGNED BY OTHERS WILL BE MOUNTED ON CONCRETE FOUNDATIONS WITH INTEGRAL STEEL FRAMES (FRAME SYSTEMS) PROVIDED BY THE DBE. THE ART SHALL BE INSTALLED BY THE ARTIST. DBE TO
COORDINATE AND INSTALL THE LOCATIONS OF THE PUBLIC ART FRAME SYSTEMS SO AS NOT TO CONFLICT WITH THE CONCRETE BIO-SWALE BASIN, LANDSCAPE IRRIGATION SYSTEM, ANY BELOW GRADE UTILITIES AND PROPOSED STREET TREE LOCATIONS. FINISHED FRAME SYSTEM AND PUBLIC ART INSTALLATION WILL BE FINE GRADED AND MULCHED TO SEAMLESSLY BLEND INTO THE LANDSCAPE IMPROVEMENTS BY THE DBE. DBE SHALL COMMUNICATE, COORDINATE, SCHEDULE WITHIN THE CPM
CONSTRUCTION SCHEDULE AND ALLOW THE PUBLIC ARTIST TEAM ON SITE TO INSTALL AND COMPLETE THE PUBLIC ART INSTALLATION DURING THE CONSTRUCTION OF THE PROJECT.
• COORDINATION WITH AT&T OF LOW VOLTAGE REQUIREMENTS.
• PROTECTION OF NEIGHBORING BUILDINGS, PAVING, SIDEWALKS, CURBS, GUTTERS, LANDSCAPING & SITE FEATURES THAT ARE NIC TO THIS CONTRACT FROM
CONSTRUCTION DAMAGE, DIRT, DUST OR DEBRIS
• 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
PROGRESS OF THE WORK
• COORDINATION AND SCHEDULING OF THE WORK COVERED BY SEPARATE BUILDING PERMITS OR BY OTHER SUBCONTRATORS ASSOCIATED WITH THE CONSTRUCTION OF THE WORK.
• PROVISION OF JOB SITE TEMPORARY MODULAR OFFICE TRAILER, POWER, WATER & PORTABLE TOILETS FOR CONSTRUCTION PURPOSES • 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 GATE AT EXISTING CURB CUT ON GLEASON DRIVE.
• CUTTING AND PATCHING
• EXISTING UTILITY PROTECTION, CAPPING & RELOCATION
• DEACTIVATION, CAPPING, REMOVAL & SAFEING OF EXISTING PRESSURIZED GAS, WATER, AND POWER PIPING, VALVES, METERS AND ASSOCIATED SYSTEMS • EROSION & STORM WATER RUNOFF CONTROL
• SHORING & JOB SITE SAFETY
• 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 • REPAIR IN-KIND EXISTING SURFACES TO BE RETAINED THAT ARE DAMAGED BY THE DEMOLITION OR CONSTRUCTION PROCESS • SITE PREPARATION INCLUDING SITE DEMOLITION, CLEARING, GRUBBING • WINTERIZATION OF SITE TO ALLOW FOR CONSTRUCTION OF WORK DURING INCLEMENT WEATHER • SITE EXCAVATION, MATERIAL MOVEMENT, COMPACTION & LEGAL OFF-SITE DISPOSAL OF SPOILS • PROVISION, PLACEMENT AND COMPACTION OF ENGINEERED FILL MATERIALS • FINE FINISHING GRADING
• REINFORCED VEHICULAR CONCRETE PAVING WITH INTEGRAL ROLLED CONCRETE CURBS & GUTTERS • AC PAVING
• CONCRETE SLAB ON GRADE EXTERIOR PAVING
• TRENCHING, BACK FILLING, RECOMPACTION AND REPAVING
• CMU TRASH ENCLOSURE WITH GATES, STEEL FRAMED ROOF, AND WELDED WIRE MESH SCREENS • NEW CONCRETE CURBS, RETAINNG WALLS, SIDEWALKS AND DRAINAGE WAYS • PROTECTION OF THE SITE AND WORK FROM RAIN AND WEATHER DURING CONSTRUCTION • EXTERIOR CONCRETE FLAT WORK, WALKWAYS AND FOUNDATIONS • CONNECTION TO EXISTING SEWER, WATER, FIRE WATER AND STORM DRAIN SYSTEMS • UNDER PAVEMENT UTILITY PIPING SLEEVES
• WORK UNDER CITY STREETS AND NEW MANHOLE INSTALLATIONS AS REQUIRED • NEW FIRE SPINKLER RISER CONNECTION TO CITY WATER MAIN IN STREET • NEW LANDSCAPING, PLANT MATERIALS AND AUTOMATIC IRRIGATION SYSTEM • 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 • NEW ELECTRICAL SERVICE INCLUDING ALL PANEL BOARDS, SWITCH GEAR AND SUBPANELS, CONDUITS AND CONDUCTORS FROM EXISTING PG&E IN-GROUND SERVICE TO
NEW INTERIOR MOUNTED METER MAIN
• NEW POLE MOUNTED PARKING LOT LIGHTING SYSTEM
• NEW CMU SITE WALLS WITH PLASTER FINISH
• NEW CHAINLINK SECURITY FENCING AND ELECTRONIC SECURITY GATES • BUILDING FOUNDATION SYSTEMS
• BUILDING STRUCTURAL SYSTEMS
• BUILDING ENVELOPE SYSTEMS INCLUDING DOORS, WINDOWS, STAIRWAYS, STOREFRONT SYSTEMS WITH ASSOCIATED HARDWARE, AND ACCESS CONTROL SYSTEMS • BUILDING INTERIOR FINISHES AND TENANT IMPROVEMENT SYSTEMS • TRAINING TOWER CLASS A BURN ROOM THERMAL LINING AND FIRE BRICK FLOOR SYSTEMS • TRAINING TOWER VENT AND PUNCHDOWN PROPS, VERTICAL OPENINGS, PARTITIONS, PARTITION CLOSING SYSTEMS AT CEILING LINE, FLOOR DRAINAGE SYSTEMS, SAFETY
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
< ANGLE (DEGREES)
# POUND / NUMBER
& AND
(E) EXISTING
(N) NEW
@ AT
AB ANCHOR BOLT
ACOUS ACOUSTICAL
ADD ADDENDUM
ADD'L ADDITION
ADJ ADJACENT / ADJUSTABLE
AFF ABOVE FINISH FLOOR
AL ALUMINUM
ALT ALTERNATE
ANOD ANODIZED
APPROX APPROXIMATELY
ARCH ARCHITECTURAL
ASPH ASPHALT
BD BOARD
B/T BETWEEN
BEV BEVELED
BLDG BUILDING
BLK'G BLOCKING
BM BEAM
BO BOTTOM (OF)
CB CATCH BASIN
CEM CEMENT
CER CERAMIC
CFMF COLD FORMED METAL FRAMING
CG CORNER GUARD
CIP CAST-IN-PLACE
CL CENTER LINE
CLG CEILING
CLR CLEAR
CMU CONCRETE MASONRY UNIT
CNTR COUNTERSINK
d PENNY (NAILS)
DEG DEGREES
DEMO DEMOLITION
DIA DIAMETER
DIM DIMENSION
DISP DISPENSER / DISPOSAL
DN DOWN
DR DOOR
DS DOWNSPOUT
DTL DETAIL
DWG(S) DRAWING(S)
(E) EXISTING
EA EACH
EB EXPOSED BOLT
EL ELEVATION
ELEC ELECTRIC(AL)
ELEV ELEVATION
EMER EMERGENCY
ENCL ENCLOSED / ENCLOSURE
ENTR ENTRANCE
EP ELECTRIC PANEL BOARD
EPT EXTERIOR PAINT
EQ EQUAL
EQUIP EQUIPMENT
ETC ETCETERA
EXT EXTERIOR
EXTR EXTRUDED
F/F FACE TO FACE
FA FIRE ALARM
FAB FABRICATE
FAP FIRE ALARM PANEL
FB FLAT BAR
FD FLOOR DRAIN
FE FIRE EXTINGUISHER
FF FINISH FLOOR
FIC FURNISHED & INSTALLED BY
CONTRACTOR
FIN FINISH(ED)
FIO FURNISHED & INSTALLED BY OWNER
FIXT FIXTURE
FL FLOOR LINE
FLASH FLASHING
FLR FLOOR
FLUOR FLUORESCENT
FO FACE OF
FOB FACE OF BUILDING
FOC FACE OF CONCRETE
FOF FACE OF FINISH
FOIC FURNISHED BY OWNER
INSTALLED BY CONTRACTOR
FOM FACE OF MASONRY
FOS FACE OF STUD
FRM'G FRAMING
FT FOOT / FEET
FTG FOOTING
GA GAUGE
GALV GALVANIZED
GB GRAB BAR
GB-24 24" LONG GRAB BAR
GB-36 36" LONG GRAB BAR
GB-42 42" LONG GRAB BAR
GC GENERAL CONTRACTOR
GFT GROUND FAULT INTERRUPT
GL GLASS / GLAZING
GND GROUND
GSM GALVANIZED SHEET METAL
GWB GYPSUM WALLBOARD
GYP GYPSUM
H/C HANDICAPPED
HDR HEADER
HDWD HARDWOOD
HDWE HARDWARE
HM HOLLOW METAL
HORIZ HORIZONTAL
HPC HIGH PERFORMANCE COATING
HT HEIGHT
ID INSIDE DIAMETER / DIMENSION
IN INCH
INCAND INCANDESCENT
INFO INFORMATION
INT INTERIOR
INV INVERT
J-BOX JUNCTION BOX
KO KNOCKOUT
KP KICK PLATE
LED LIGHT EMITTING DIODE (LIGHT
FIXTURE)
LIN LINEAR
LL LIVE LOAD
LP LOW POINT
LT LIGHT
LTG LIGHTING
LVR LOUVER
LWC LIGHTWEIGHT CONCRETE
M&S MIRROR & SHELF
MAS MASONRY
MAT'L MATERIAL
MAX MAXIMUM
MBM METAL BUILDING MANUFACTURER
MECH MECHANICAL
MFR MANUFACTURER
MIN MINIMUM
MIRR MIRROR
MISC MISCELLANEOUS
MO MASONRY OPENING
MTD MOUNTED
MTL METAL
MUL MULLION
(N) NEW
N/A NOT APPLICABLE
NEC NECESSARY
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NTS NOT TO SCALE
O/ OVER
OA OVERALL
OC ON CENTER
OD OUTSIDE DIAMETER / DIMENSION
OFCI OWNER FURNISHED CONTRACTOR
INSTALLED
OFD OVERFLOW DRAIN
OFOI OWNER FURNISHED OWNER
INSTALLED
OH OPPOSITE HAND
OPNG OPENING
OSB ORIENTED STRAND BOARD
P.L. PROPERTY LINE
PC PRECAST CONCRETE
PERF PERFORATED
PL PLATE
PLAS PLASTER
PLY PLYWOOD
PR PAIR
PSI POUNDS PER SQUARE INCH
PT POINT / PRESSURE TREATED
PTD PAINT / PAINTED
PVDF POLYVINYLIDENE FLUORIDE
R&S ROD & SHELF
RAD RADIUS
RB RUBBER BASE / RESILIENT BASE
RCP REFLECTED CEILING PLAN
RDWD REDWOOD
REF REFERENCE
REQ'D REQUIRED
REST RESTROOM
REV REVISION
RM ROOM
RO ROUGH OPENING
RWL RAIN WATER LEADER
SAD SEE ARCHITECTURAL DRAWINGS
SAF SELF ADHERED FLASHING
SASM SELF ADHERING SHEET MEMBRANE
SCD SEE CIVIL DRAWINGS
SCHED SCHEDULE
SCW SOLID CORE WOOD
SED SEE ELECTRICAL DRAWINGS
SECT SECTION
SF, SQ FT SQUARE FEET
SHT SHEET
SIM SIMILAR
SLD SEE LANDSCAPE DRAWINGS
SMD SEE MECHANICAL DRAWINGS
SMS SHEET METAL SCREW
SPD SEE PLUMBING DRAWINGS
SPEC SPECIFICATION
SPKR SPEAKER
SQ SQUARE
SSD SEE STRUCTURAL DRAWINGS
SSM SOLID SURFACE MATERIAL
SS STAINLESS STEEL
STC SOUND TRANSMISSION CLASS
STD STANDARD & SEE TELECOM
DRAWINGS
STL STEEL
STOR STORAGE
STRUCT STRUCTURE / STRUCTURAL
STS SELF-TAPPING SCREW
SURR SURROUND
SUSP SUSPENDED
T&B TOP & BOTTOM
T&G TONGUE & GROOVE
THRU THROUGH
TO TOP OF
TOB TOP OF BEAM
TOC TOP OF CONCRETE
TOD TOP OF DECK
TOP TOP OF PLATE OR PARAPET
TOS TOP OF SLAB
TOW TOP OF WALL
TPD TOILET PAPER DISPENSER
TYP TYPICAL
UBC UNIFORM BUILDING CODE
UL UNDERWRITERS LABORATORIES INC.
UNF UNFINISHED
UON UNLESS OTHERWISE NOTED
UTIL UTILITY
V VOLTS
VAR VARIES
VB VINYL BASE
VEN VENEER
VERT VERTICAL
VEST VESTIBULE
VG VERTICAL GRAIN
VIF VERIFY IN FIELD
VM VENDING MACHINE
VP VENEER PLASTER
W/ WITH
W/O WITHOUT
WC WATER CLOSET
WD WOOD
WF WIDE FLANGE (STRUCTURAL STEEL)
WNDW WINDOW
WO WHERE OCCURS
WP WORK POINT / WATERPROOF
WR WATER RESISTANT
WRB WEATHER-RESISTANT BARRIER
WSCT WAINSCOT
X BY
ABBREVIATIONS REFERENCE SYMBOLS
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.
EXTENT OF CURRENT REVISION
REVISION
DIMENSION POINT
LEVEL LINE
KEY NOTE
DETAIL NUMBER
DRAWING WHERE
FOUND
AREA OF DETAIL CUT
PERPENDICULAR TO
VIEW
AREA OF ENLARGED
PLAN OR ENLARGED
ELEVATION.
DIRECTION OF VIEW(S)
ELEVATION NUMBER
DRAWING WHERE
ELEVATION IS FOUND.
ELEVATION NUMBER
DIRECTION OF VIEW
A1
A9
A5
DETAIL NUMBER
DRAWING WHERE
SECTION IS FOUND
LINE OF SECTION CUT
DIRECTION OF VIEW
0 0
NEW GRID LINES
3 REVISION SYMBOL IS
INSIDE EXTENT OF
CURRENT REVISION AND
REFERENCED TO IT
5 REVISION NUMBER -
SEE REVISION HISTORY
ON TITLE BLOCK OF
EACH SHEET.
INDICATES POINT ON
DIMENSION STRING TO
WHICH A POINT ON
RELATED DRAWING IS
ALSO DIMENSIONED.
SECOND LEVEL
EL 15'-8"
INDICATES HEIGHT
ABOVE PROJECT
DATUM. SEE GENERAL
NOTES FOR DEFINITION
OF PROJECT DATUM.
2.00 1
SEE
CORRESPONDING
NUMBERED KEY
A1
A-501
E1
E1
A-401
A1
A-210
A-210
A1
A-301
DETAIL
DETAIL
DETAIL PLAN OR ELEVATION
AREA OF DETAIL CUT
PARALLEL TO VIEW
SINGLE ELEVATION
MULTIPLE ELEVATIONS
SECTION
DRAWING WHERE
ELEVATION IS FOUND.
A-501
MATERIALS LEGEND
STEEL ALUMINUM
GYP BD
PLYWOOD
TILE
BLOCKING OR
FRAMING,
DISCONTINUOUS
BLOCKING OR
FRAMING,
CONTINUOUS
GLAZING
SOLID WOOD
BATT OR
ACOUSTIC
INSULATION
DEFERRED APPROVALS
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 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 R
Drawing No.
Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
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A
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
Architect of Record Contractor
NOT FOR CONSTRUCTION
CLIENT
Project
H
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16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
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PROJECT INFORMATION,
GENERAL NOTES,
GENERAL SCOPE OF
WORK
A-001
SKA Project Number: 24702
ALAMEDA COUNTY
FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
GENERAL SCOPE OF WORK
CITY ENGINEER'S STAMP
Revision Number DATE ISSUE DESCRIPTION
09/27/2024 100% DESIGN DEVELOPMENT
125
CLEAN AIR/
VANPOOL/EV
CLEAN AIR/
VANPOOL/EV
CLEAN AIR/
VANPOOL/EV
CLEAN AIR/
VANPOOL/EV
GLEASON DRIVE
(E) FIRE STATION
MADIGAN ROAD
BRODER BOULEVARD
UNDEVELOPED AREA
(E) CHP
CLASSROOM
BUILDING
TRAINING
TOWER SCBA
BUILDING
PG&E
XFMR
10' - 0" SETBACK
SETBA
C
K
20' - 0"
10' - 0" SETBACK
10' - 0" SETBA
C
K
PUMP TEST PIT
BBQ SHADE
STRUCTURE
PROPERTY LINE
(SEE CIVIL DRAWINGS FOR LIMITS OF
WORK)
NEW BUILDING FOOTPRINT
CONCRETE VEHICULAR PAVING, SCD
ZONING ORDINANCE BUILDING
SETBACK LINE (NOT APPLICABLE
FOR PD ZONING)
CONCRETE PEDESTRIAN SIDEWALK
PAVING, SCD
ASPHALT VEHICULAR PAVING, SCD
LEGEND
ACCESSIBLE PATH OF TRAVEL
ACCESSIBLE ENTRY
ACCESSIBLE PATH OF TRAVEL
ACCESSIBLE BUILDING ENTRANCE
R
Drawing No.
Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
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A
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
Architect of Record Contractor
NOT FOR CONSTRUCTION
CLIENT
Project
H
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A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
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21 20 19 18 17
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CODE, EGRESS &
ACCESSIBILITY SITE
PLAN
A-011
SKA Project Number: 24702
ALAMEDA COUNTY
FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
RE: A4/ A-2-201 1" = 30'-0"
SITE PLAN CODE DIAGRAM A4
1. ACCESSIBLE ROUTE TO BE 5% MAXIMUM RUNNING SLOPE WITH 2% MAXIMUM CROSS SLOPE PER CBC 11B-402.2. S.C.D.
2. VEHICLE PARKING SPACE AND ACCESS AISLE TO BE NO STEEPER THAN 1:48 SLOPE PER CBC 11B-502.3.
3. SEE CIVIL SHEET C3.0 FOR STRIPING PLAN.
4. SEE ARCHITECTURAL SITE PLAN (A-101) FOR SITE SIGNAGE & SIGNAGE
DRAWINGS FOR ACCESSIBLE PARKING SIGNAGE LOCATIONS, SIZES, AND
GRAPHICS
GENERAL NOTES
SITE PLAN LEGEND
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
PROJECT
NORTH
126
B OCCUPANCY OVERALL BUILDING DIAGONAL 106' - 1 1/2"
1/3 THE DIAGONAL, MIN DISTANCE REQ. EXT SEPERATION (106' - 1 1/2"/ 3 = 35' - 4 1/2") A-3 OCCUPANCY OVERALL BUILDING DIAGONAL 84' - 7 3/8"
1/3 THE DIAGONAL, MIN DISTANCE REQ. EXT SEPERATION (84' - 7 3/8"/ 3 = 28' - 2 1/2") A-3 OCCUPANCY OVERALL BUILDING DIAGONAL 157' - 1 1/4"
1/3 THE DIAGONAL, MIN DISTANCE REQ. EXT SEPERATION (157' - 1 1/4"/ 3 = 52' - 4 3/8") 1 EXIT
506 SF/ 15
34 OCC
PUBLIC
LOBBY
1-100
1 EXIT
459 SF/ 15
31 OCC
TRAINING
CLASSROOM
- SMALL
1-101
1 EXIT
191 SF/ 300
1 OCC
LARGE
CLASSROOM
- STORAGE
1-102A
2 EXIT
1226 SF/ 15
82 OCC
TRAINING
CLASSROOM-LARGE
1-102
CORRIDOR A
1-103A
CORRIDOR B
1-103B
1 EXIT
341 SF/ 150
3 OCC
TRAINERS/ADMIN
OPEN
OFFICE AREA
1-106
1 EXIT
141 SF/ 150
1 OCC
TRAINING
DEPUTY
CHIEF
OFFICE
1-106A
1 EXIT
609 SF/ 50
13 OCC
TURNOUT
ROOM
1-108
1 EXIT
728 SF/ 50
15 OCC
EXERCISE/FITNESS
ROOM
1-109
CORRIDOR C
1-103C
1 EXIT
529 SF/ 300
2 OCC
COVERED
UTILITY
YARD
1 EXIT 1-115
157 SF/ 300
1 OCC
TELECOM/SERVER
CLOSET
14 1 EXIT
153 SF/ 300
1 OCC
ELEC. MAIN
PANEL ROOM
1-113
1 EXIT
43 SF/ 300
1 OCC
MECH. ROOM
1-114
LOCKER
ROOM
(MALE)
1-112A
1 EXIT
581 SF/ 50
12 OCC
LOCKER
ROOM
(MALE)
1-112
1 EXIT
309 SF/ 50
7 OCC
LOCKER
ROOM
(FEMALE)
1-111
PUBLIC
RESTROOM
1-104
JANITOR
CLOSET
1-105
1 EXIT
265 SF/ 50
6 OCC
LOCKER
ROOM (ALL
GENDER)
1-107
1 EXIT
56 SF/ 150
1 OCC
RECEPTION
AREA
1-100A
1 EXIT
139 SF/ 150
1 OCC
COMMONS/BREAKROOM
1-100C
1 EXIT
203 SF/ 15
14 OCC
TRAINING
COMMONS
1-100B
EXTRACTOR/LAUNDRY
AREA
1-108A
1 EXIT
51 SF/ 150
1 OCC
GEN OFFICE
STORAGE
1-106B
42 21
20 1
31 15
13 6
5 1
1 25
1 14
1 32
108
12 7 19
1 1
1 4
2 20
TRAVEL DISTANCE = 62' - 0"
TRAVEL DISTANCE = 74' - 11"
TRAVEL DISTANCE = 77' - 11"
TRAVEL DISTANCE = 50' - 6"
TRAVEL DISTANCE = 80' - 6"
EXIT REQ WIDTH:
42 OCC x 0.15" / OCC = 6.3"
(MIN 32" PER 11B)
WIDTH PROVIDED: 36"
EXIT 2
EXIT REQ WIDTH:
108 OCC x 0.15" / OCC = 16.2"
(MIN 32" PER 11B)
WIDTH PROVIDED: 60"
EXIT 1
EXIT REQ WIDTH:
4 OCC x 0.15" / OCC = 0.6"
(MIN 32" PER 11B)
WIDTH PROVIDED: 36"
EXIT 7
EXIT REQ WIDTH:
15 OCC x 0.15" / OCC = 2.25"
(MIN 32" PER 11B)
WIDTH PROVIDED: 36"
EXIT 5
EXIT REQ WIDTH:
13 OCC x 0.15" / OCC = 1.95"
(MIN 32" PER 11B)
WIDTH PROVIDED: 60"
EXIT 4
EXIT REQ WIDTH:
25 OCC x 0.15" / OCC = 3.75"
(MIN 32" PER 11B)
WIDTH PROVIDED: 60"
EXIT 3
EXIT REQ WIDTH:
20 OCC x 0.15" / OCC = 3"
(MIN 32" PER 11B)
WIDTH PROVIDED: 36"
EXIT 6
1 EXIT
265 SF/ 50
6 OCC
LOCKER
ROOM (ALL
GENDER)
1-107
FEC
?
FEC
?
FEC
?
FEC
?
LEGEND
ROOM NUMBER
MIN. NUMBER OF REQ EXITS
AREA DIVIDED BY LOAD FACTOR
MAX. OCCUPANT LOAD
OCCUPANT EXIT LOAD
PATH OF EGRESS
FIRE EXTINGUISHER CABINET, SEE DETAIL
CLEAR FLOOR AREA AT
DOORS, SEE
ACCESSIBLE BUILDING ENTRANCE
ACCESSIBLE REQUIRED CLEARANCES
CLEAR PUSH PULL RADIUS WC LAV
TYPE TAG
WALL MOUNT WO
SIGN ORIENTATION
ARROW DIRECTION
EXIT LIGHT/SIGN; SED
FEC
R
12 Name
101
2 EXIT
150 SF/ 150
1 OCC
ACCESSIBLE ENTRY
R
Drawing No.
Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
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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
Architect of Record Contractor
NOT FOR CONSTRUCTION
CLIENT
Project
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16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
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CODE SUMMARY &
EGRESS PLAN
A-012
SKA Project Number: 24702
ALAMEDA COUNTY
FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
PROJECT INFORMATION
GENERAL: SEE ADDITIONAL INFORMATION ON SHEETS A-000 AND A-001 ACCESSORS PARCEL NUMBER: 986-5-38-16
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 REQUIRED PER CBC 11B-208 (1) ACCESSIBLE EVCS REQUIRED PER CBC 11B-228.3
FIRE SPRINKLERED: YES (CLASSROOM & SCBA BUILDINGS ONLY) USE OCCUPANCY:
CLASSROOOM: A-3 "ASSEMBLY"
B "BUISINESS"
TRAINING TOWER: 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.
ZONING: PD (PLANNED DEVELOPMENT)
TOTAL BUILDING STORIES:
- CLASSROOM: 1
- TRAINING TOWER: 5
- SCBA BUILDING 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.
CODE SUMMARY
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 DESCRIPTION SECTION AREA
A-3 ASSEMBLY GROUP SECTION 303.4 2,542 SF
B BUSINESS GROUP SECTION 304.1 5,470 SF
S-2 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) PROPOSED HEIGHT
75 FT 30' - 0" (AT TOP OF HIGH PARAPET)
ALLOWABLE STORIES (CBC TABLE 504.4) PROPOSED STORIES
2 STORIES 1 STORY
ALLOWABLE AREA (CBC TABLE 506.2) PROPOSED AREA
28,500 SF 8,012 SF
CHAPTER 6 TYPES OF CONSTRUCTION
TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)
FOR CONSTRUCTION TYPE II-B
BUILDING ELEMENT FIRE RESISTIVE RATING REQUIREMENTS
PRIMARY STRUCTURAL FRAME 0
BEARING WALLS
EXTERIOR 0
INTERIOR 0
NON BEARING WALLS & PARTITIONS
EXTERIOR - SEE TABLE 705.5 SEE BELOW
INTERIOR 0
FLOOR CONSTRUCTION 0
ROOF CONSTRUCTION 0
CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES
FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS PER CBC TABLE 705.5:
EXTERIOR WALL FIRE SEPARATION DISTANCE RATING REQ. FOR GROUPS A-3, B, S-2, TYPE II-B NORTH X ≥ 30 0
EAST X ≥ 30 0
SOUTH X ≥ 30 0
WEST X ≥ 30 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 AREA LOAD FACTOR OCCUPANTS EXITS REQUIRED EXITS PROVIDED ASSEMBLY (A-3) 2,151 SF 15 145 2 2
BUSINESS (B) 3,377 SF 150 23 1 4
STORAGE (S-2) 696 SF 300 3 1 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
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 PROVIDED
1/3 OF OVERALL BUILDING DIAGONAL (157' / 3 = 52' - 4") 64' - 8" DIAGONAL FOR A-3 OCCUPANCY 84' - 8 1/2"
DIAGONAL FOR B OCCUPANCY 103' - 2"
DIAGONAL FOR S-2 OCCUPANCY 32' - 4"
CBC TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE PER CBC TABLE 1017.2 (W/SPRINKER):
OCCUPANCY TYPE DISTANCE
ASSEMBLY, A-3 250 FT
BUSINESS, B 300 FT
STORAGE, S-2 400 FT
CODE SUMMARY, CON'T
RE: A4/ A-2-201 3/16" = 1'-0"
CODE DIAGRAM - FLOOR PLAN 1
AREA SCHEDULE - BUILDING - AREA OCCUPANCY -...
ROOM NO. ROOM NAME AREA
LOAD
FACTOR
OCC.
LOAD
1-100 PUBLIC LOBBY 506 SF 15 34
1-100A RECEPTION AREA 56 SF 150 1
1-100B TRAINING COMMONS 203 SF 15 14
1-100C COMMONS/BREAKROOM 139 SF 150 1
1-101 TRAINING CLASSROOM - SMALL 459 SF 15 31
1-102 TRAINING CLASSROOM-LARGE 1226 SF 15 82
1-102A LARGE CLASSROOM - STORAGE 191 SF 300 1
1-106 TRAINERS/ADMIN OPEN OFFICE AREA 341 SF 150 3
1-106A TRAINING DEPUTY CHIEF OFFICE 141 SF 150 1
1-106B GEN OFFICE STORAGE 51 SF 150 1
1-107 LOCKER ROOM (ALL GENDER) 265 SF 50 6
1-108 TURNOUT ROOM 609 SF 50 13
1-109 EXERCISE/FITNESS ROOM 728 SF 50 15
1-111 LOCKER ROOM (FEMALE) 309 SF 50 7
1-112 LOCKER ROOM (MALE) 581 SF 50 12
1-113 ELEC. MAIN PANEL ROOM 153 SF 300 1
1-114 MECH. ROOM 43 SF 300 1
1-115 COVERED UTILITY YARD 529 SF 300 2
14 TELECOM/SERVER CLOSET 157 SF 300 1
GRAND TOTALS (NOT INCLUDING UNOCCUPIED
SPACES)
6688 SF 227
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
PROJECT
NORTH
AREA (SF) LOAD FACTOR
OCCUPANTS
GROUP B, BUSINESS 677 150 5
GROUP B, FITNESS 714 50 15
GROUP A-3, ASSEMBLY 2,347 30 79
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
OCCUPANTS REQ'D PROVIDED
WATER CLOSET (F) 40 2 2*
WATER CLOSET (M) 40 1 3*
URINAL (M) 40 1 1
LAVATORY (F) 40 1 4*
LAVATORY (M) 40 1 5*
SERVICE SINK 40 1 1
BUILDING TOTAL
OCCUPANTS REQ'D PROVIDED
WATER CLOSET (F) 50 3 3*
WATER CLOSET (M) 50 2 4*
URINAL (M) 50 2 2
LAVATORY (F) 50 2 5*
LAVATORY (M) 50 2 7*
SERVICE SINK 100 2 1
SHOWERS (F) 50 0 2*
SHOWER (M) 50 0 3*
DRINKING FOUNTAIN 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
PLUMBING FIXTURE CALCULATIONS
(CPC TABLE 4-1 AND 422.1)
127
I.ID01
I.RG01
I.RG01
I.ID01
I.ID01
I.RG02
I.RG02
I.ID01
I.RG01
I.ID04
I.ID05
I.ID04
I.ID05
I.ID04
I.ID02
I.ID02
I.ID02
I.RG03
I.RG03
I.RG01
I.RG03
I.ID02
I.RG01 I.ID02
I.ID05
I.ID04
I.RG01
I.RG04
I.WF01
I.ID04
I.ID05
I.ID05
I.ID04
I.ID04
I.ID05
I.ID02
I.ID02 I.ID02
TRAINING
CLASSROOM-LARGE
1-102
TRAINERS/ADMIN OPEN
OFFICE AREA
1-106
TRAINING DEPUTY
CHIEF OFFICE
1-106A
JANITOR CLOSET
1-105
PUBLIC RESTROOM
1-104
TURNOUT ROOM
1-108
EXERCISE/FITNESS
ROOM
1-109
TELECOM/SERVER
CLOSET
1-110
ELEC. MAIN PANEL
ROOM
1-113
TRAINING CLASSROOM
- SMALL
1-101
GEN OFFICE STORAGE
1-106B
PUBLIC LOBBY
1-100
COMMONS/BREAKROOM
1-100C
TRAINING COMMONS
1-100B
CORRIDOR B
1-103B
LOCKER ROOM (MALE)
1-112
LARGE CLASSROOM -
STORAGE
1-102A
MECH. ROOM
1-114
LOCKER ROOM (MALE)
1-112A
CORRIDOR A
1-103A
CORRIDOR C
1-103C
COVERED UTILITY
YARD
1-115
RECEPTION AREA
1-100A
LOCKER ROOM (ALL
GENDER)
1-107
TRAINING DEPUTY
CHIEF OFFICE
1-106A
I.RG02
I.ID02
I.ID02
I.RG01
I.RG01
I.ID02
I.RG01
I.ID03
LOCKER ROOM
(FEMALE)
1-111
I.RG03
I.RG03 I.RG03
I.RG03
I.ID02
E.RG01
I.ID02
I.RG02
I.ID01
I.ID02
SCBA ROOM
3-101
RESTROOM
3-102
RESTROOM
3-103
COVERED SEATING AREA
E.RG02
E.RG01
I.ID05 I.ID04 I.ID05 I.ID02
E.RG02
SIGNAGE NOTES
1. SEE DETAILS ON A-022 FOR SIGNAGE MOUNTING AND HEIGHT INFORMATION.
2. REFER TO MECHANICAL DRAWINGS FOR SIGNAGE RELATED TO
MECHANICAL EQUIPMENT.
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.
11. 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
AND CIVIL DRAWING DETAILS
14. SEE ALSO SIGNAGE NOTES ON A-022
15. FOR SITE SIGNAGE LOCATIONS, SEE SITE PLAN A-101
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Drawing No.
Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
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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
Architect of Record Contractor
NOT FOR CONSTRUCTION
CLIENT
Project
H
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SIGNAGE PLANS
A-021
SKA Project Number: 24702
ALAMEDA COUNTY
FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
RE: A4/ A-2-201 1/8" = 1'-0"
CLASSROOM - SIGN LOCATION PLAN G4
RE: A4/ A-2-201 1/8" = 1'-0"
SCBA BUILDING - SIGN LOCATION PLAN A4
SIGNAGE CONTENT SCHEDULE
ROOM
NO
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.RG02 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.RG02 MAXIMUM OCCUPANCY SIGN
I.RG03 AUTHORIZED PERSONNEL ONLY SIGN
I.RG04 RESTRICTED ACCESS
I.WF01 DIRECTIONAL
S-ID01 MONUMENT ID
S-ID02 BUILDING ID
S.RG01 PARKING REGULATORY SIGN
S.RG02 ACCESSIBLE PARKING ID
S.RG03 EGRESS SITE ID
S.RG04 AUTHORIZED PERSONNEL SITE SIGN
S.WF01 VEHICLE DIRECTIONAL
S.WF02 PEDESTRIAN DIRECTIONAL
1-100 I.RG01 EGRESS ID
1-101 I.ID01 CLASSROOM SIGN
1-101 I.RG02 MAXIMUM OCCUPANCY SIGN
1-102 I.ID01 CLASSROOM SIGN
1-102 I.ID02 ROOM ID
1-102 I.RG01 EGRESS ID
1-102 I.RG02 MAXIMUM OCCUPANCY SIGN
1-103A I.RG01 EGRESS ID
1-103A I.RG04 RESTRICTED ACCESS
1-103A I.WF01 DIRECTIONAL
1-103B I.RG01 EGRESS ID
1-103B I.RG03 AUTHORIZED PERSONNEL ONLY SIGN
1-103C I.RG01 EGRESS ID
1-103C I.RG03 AUTHORIZED PERSONNEL ONLY SIGN
1-104 I.ID04 RESTROOM WALL ID
1-104 I.ID05 RESTROOM DOOR ID
1-105 I.ID02 ROOM ID
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
1-110 I.RG03 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
1-112A I.ID05 RESTROOM DOOR ID
1-113 I.ID02 ROOM ID
1-113 I.RG03 AUTHORIZED PERSONNEL ONLY SIGN
1-114 I.ID02 ROOM ID
1-115 I.ID02 ROOM ID
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
PROJECT
NORTH
128
ACCESSIBLE TOILET
(FRONT ELEVATION)
ACCESSIBLE TOILET
(SIDE ELEVATION)
CL
ACCESSIBLE LAVATORY ELEVATIONS
AND MIRROR ELEVATION
FRONT SIDE
FLUSH
ACTIVATOR
TO WIDE SIDE
1 1/4"Ø MIN.
1 1/2"Ø MAX.
WRAP
PIPE
39" MAX.
33 1/2" MAX. TO T.O. FIXTURE
27" MIN.
8"
MIN.
35"
1 1/2"
19" MIN
7" TO
9"
24"
MIN.
42" MIN. LONG
54" MIN.
12"
MAX.
17" MIN.
19" MAX.
36" MIN. 6" MAX
17" - 18"
PAPER
TOWEL
DISPENSER
SANITARY NAPKIN
DISPOSAL
SEAT
COVER
DISPENSER
TOILET
PAPER
DISPENSER
CLEAR
FLOOR
SPACE
PAPER TOWEL
DISPENSER &
RECEPTACLE
30" .
48"
MIN.
18".
40" MAX.
40" MAX.
19" MIN.
1' - 6"
MIN. DISTANCE
TO DOOR
(WHERE OCCURS)
ELEV
19" MIN.
40" MAX.
SANITARY
NAPKIN
DISPENSER
40" MAX.
SHOWER CONTROL LOCATION ELEVATIONS
PER CBC 11B-608.5.3
35"
8" MAX.
40"
6' - 6"
17" - 19" MAX.
ALTERNATE ROLL-IN SHOWER
PLAN CBC 11B-608.2.3
36" MIN
36" X 60" CLEAR
FLOOR SPACE
6" MAX.
6" MAX
15"-16" MAX.
29" MIN.
11" MIN.
72" MIN. TO TOP OF REFLECTIVE EDGE
BOT. OF
GLASS
1 1/2" MAX.
ACCESSIBLE
SHOWER SEAT
PER. CBC 11B-610.3
CL
1' - 11"
CL
EQ EQ
SOAP
DISPENSER
40" MAX.
T.O. OPERABLE
PARTS TYP.
40" MAX.
ROBE
HOOK
48" MAX
19" MIN
27" MAX
CL
15" MAX
48" MAX.
12" MIN 24" MIN
36" MIN CLR
61" MIN. CLR
6" MAX
3' - 0"
17" MIN.
19" MAX.
35"
CL
59"
FLEXIBLE
HOSE
PLAN
C
ELEC WALL OUTLET WHERE OCCURS.
ALIGN VERTICALLY W/ ELEC SWITCH IF
OUTLET IS WITHIN 2'-0" OF DOOR.
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.
FLASHING EMERGENCY INDICATOR LIGHT
(STROBE LIGHT)
LOCATE SWITCHES AND OTHER ELECTRICAL
DEVICES WITHIN 1'-6" OF EDGE OF DOOR.
CENTERLINE OF TOP ROW OF
SWITCHES AND LEVER HANDLE
L
ALTERNATE CONDITION: WHERE SWITCHES
OCCUR AT END OF DOOR SWING
6"
6' - 8" AFF
34" MIN - 44" MAX
1' - 6" AFF
54" MAX. TO THE CENTER
CL
ADA PUSH PLATE -PROVIDE AT BOTH
INTERIOR AND EXTERIOR SIDE OF
DOOR, SEE ###/#-###
CODE REF: 1008.1.9.2
CL
CL
LIGHT SWITCH, DIMMER, THERMOSTAT &
OTHER CONTROLS; ALIGN HORIZONTALLY
CARD READER WHERE OCCURS
PROVIDE THIS ADDITIONAL
SPACE IF DOOR IS EQUIPPED
WITH BOTH A LATCH AND
A CLOSER
PULL SIDE
PUSH SIDE 1/4"/FT.
MAX. SLOPE
CLR.
48" MIN.
CLR
60" MIN.
32" CLEAR MIN.
@ INTERIOR DOORS
18" MIN. CLR.
@ EXTERIOR DOORS
24" MIN. CLR
CLR.
12" MIN.
CODE REF: 11B-404.2
WOMEN'S TOILET
NIC - FOR REFERENCE ONLY CENTERLINE
MEN'S TOILET
NIC - FOR REFERENCE ONLY CENTERLINE
OF DOOR
OF DOOR
EXIT DOORS
WOMENS MENS EXIT
J1
A-021
J1
A-021
E1
A-021
REFER TO SIGNAGEREFER TO SIGNAGE
7" 7" 7"
CODE REF: 11B-216.8, 11B-703.7.2.6
GENERAL SIGNAGE NOTES
1. MOCK-UP OF EACH SIGN SHALL BE PROVIDED AND REVIEWED BY ARCHITECT PRIOR TO FABRICATION
2. ATTACH SIGNAGE WITH ADHESIVE.
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 B. 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 "O" 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.
HARDWARE AT TYPICAL DOOR
& EXIT DOOR
SMOOTH
UNINTERRUPTED
SURFACE
LEVER TYPE HARDWARE,
TYPICAL. LEVER HANDLE
SHALL RETURN TO DOOR.
(SHALL BE MOUNTED @
40" AFF, UON)
AUTOMATIC DOOR OPENER
ACTUATOR WHERE OCCURS
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
34" MIN, 44" MAX, 38" TYP
10"
3'-0"
3'-4"
4"
1'-6"
EQ EQ
CL
R
Drawing No.
Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
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
Architect of Record Contractor
NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
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CODE & SIGN DETAILS
A-022
SKA Project Number: 24702
ALAMEDA COUNTY
FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
NTS
TYPICAL ACCESSIBLE CLEARANCES & MOUNTING HEIGHTS O1
1/2" = 1'-0"
DEVICE PLATE LOCATIONS O9
1/2" = 1'-0"
LEVEL MANEUVERING CLEARANCE AT DOORS O13
1/2" = 1'-0"
SIGNAGE DETAILS K1
1/2" = 1'-0"
MOUNTING LOCATIONS OF HARDWARE AT DOORS K9
129
2' - 0"
3' - 0" 2' - 0"
8 3/4"
8' - 4 3/4" 22' - 0" 7"9"6"9" 6 3/4" _5"
1' - 4"
2" 2"
1' - 0"1' - 4"
1' - 1 3/8" 3' - 5 3/4" 10' - 6 3/8" 1' - 4 3/8" 1' - 2" 17' - 6"
29' - 7 1/8"
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
printed UV Cure graphics; provide satin
clear coat to completed sign panel; provide
backlighting on logo
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.
2' - 8 7/8"
1' - 0" 8' - 6 1/4" 1' - 0"
3' - 10" 9' - 10" 3' - 10"
NOTES:
A - 1/8" 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 0.0062" thick 3M VHB &
silicone adhesive.
EMERGENCY
SHOWER AND
EYE WASH
1' - 0"
1' - 2"
1" 7 1/8"
A
A
1' - 3"
11 1/2"
1" 1' - 3"
1' - 4"
A
B
NOTES:
A - 1/8" thick aluminum panel, painted on all
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;
mechanically fastened to wall; all attachment
hardware to match bracket finish.
R
Drawing No.
Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
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
Architect of Record Contractor
NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N
EXTERIOR SIGN DETAILS
A-023
SKA Project Number: 24702
ALAMEDA COUNTY
FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
3/8" = 1'-0"
S.ID01 - MONUMENT ID - FRONT VIEW H1
3/8" = 1'-0"
S.ID01 - MONUMENT ID - SIDE VIEW H9
3/8" = 1'-0"
S.ID01 - MONUMENT ID - PLAN VIEW M1
3/8" = 1'-0"
S.ID02 - BUILDING ID - FRONT VIEW A1
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
convrete base w/ embedded footing as
required to secure sign and meet local codes
G- Option for External or Internal Illumination
Revision Number DATE ISSUE DESCRIPTION
R1 09/13/2024 CITY OF DUBLIN SDR
10/02/2024 50% DESIGN DEVELOPMENT
10/16/2024 100% DESIGN DEVELOPMENT
R1
3" = 1'-0"
E.RG01 - SHOWER AND EYE WASH ID M12
3" = 1'-0"
E.RG02 - SHOWER AND EYE WASH ID FLAG SIGN M17
130
5" 6" 2' - 0"
2' - 3 3/8"
6' - 0 5/8"
NOTES:
A - 1/4" thick #4 brushed aluminum water-jet
cut logo/seal mounted to face of building
with bolts and mechanical fasteners; dark
areas to be sceen or direct printed UV Cure
graphics; provide satin clear coat to
completed sign panel
B - 1/4" thick #4 brushed aluminum water-jet
cut letters; provide satin clear coat to
completed letters
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.
10"
± 2'-9 3/8"
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.
3' - 0"
5' - 0"
5 3/4"
UNAUTHORIZED VEHICLES PARKED IN
DESIGNATED ACCESSIBLE SPACES NOT
DISPLAYING DISTINGUISING PLACARRDS
OR LICENSE PLATES FOR PHYSICALLY
DISABLED PERSONS MAY BE TOWED
AT OWNER'S EXPENSE AND SUBJECT
TO $250 FINE.
c
B
FRONT VIEW SIDE VIEW
2"
1"
TOWED VEHICLES MAY BE RECLAIMED
BY TELEPHONING THE DUBLIN POLICE
DEPARTMENT AT (925) 462-1212
NO TRESPASSING OR OVERNIGHT PARKING.
VIOLATORS WILL BE TOWED AT OWNERS
EXPENSE
THIS IS A NO SMOKING CAMPUS
PRIVATE PROPERTY
A
B
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.
1' - 10"
5' - 0"
5 3/4"
Public
Parking
2 3/4"
PRIVATE PROPERTY
No trespassing or
overnight parking.
Violators will be towed at
owner's expense.
This is a No Smoking
Campus
c
A
B
B
FRONT VIEW SIDE VIEW
2"
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
SIDE VIEW
C
A
B
4"
2' - 8"
4' - 6"
1' - 4"
Training
Tower
SCBA
Building
Restrooms
FRONT VIEW
1/8" 2"
2"
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.
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.
9" TYP
PARKING
ONLY
6" TYP
1" MIN
2' - 0" TYP
MINIMUM
FINE $250
VAN
ACCESSIBLE
NOTES:
A - Standard MUTCD vehicular regulatory
sign with size and reflectivity per local
state/city requirements and codes by
Contractor.
B - Standard ⌀3" aluminum pole with cap
on top to match other similar signs in the
area by Contractor.
C - Standard MUTCD ground/pavement
mounting with breakaway and required sign
face mechanical fastener/brackets per local
state/city requirements and codes by
Contractor.
MOUNT B.O. SIGN @ 7' - 0" ABOVE GRADE
Van Accessible
HCPKG
A
B
C
FRONT VIEW
SIDE VIEW
1/8" 2"
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.
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.
FRONT VIEW
Authorized
Personnel
Only
Beyong
This Point
4"
STOP
1' - 10 1/2"
4' - 6"
A
2"
B
B
1' - 4"
SIDE VIEW
1/8" 2"
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.
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.
FRONT VIEW
EXIT
ROUTE
A
B
C
4"
1' - 1"
3' - 6"
2"
R
Drawing No.
Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
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
Architect of Record Contractor
NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N
EXTERIOR SIGNS
DETAILS
A-024
SKA Project Number: 24702
ALAMEDA COUNTY
FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
RE: D1/ A-1-141 1" = 1'-0"
E.ID01 - ENTRY ID - FRONT VIEW A1
1" = 1'-0"
E.1D02 - BUILDING ADDRESS - FRONT VIEW G1
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
1" = 1'-0"
S.RG01 - PARKING REGULATORY SIGN N1
1" = 1'-0"
S.WF01 - VEHICLE DIRECTIONAL A8
1" = 1'-0"
S.WF02 - PEDESTRIAN DIRECTIONAL G8
1" = 1'-0"
S.RG02 - ACCESSIBLE PARKING ID G15
1" = 1'-0"
S.RG04 - AUTHORIZED PERSONNEL SITE SIGN A15
1" = 1'-0"
S.RG03 - EGRESS SITE ID N8
131
7"
1 3/16" 1 1/4" 1/4"3/8" 1" 9/16" 5/8" 1 3/4"
CLASSROOM
101
A
B
C
A
7"
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"
1 3/16" 1 1/4" 1/4"3/8" 1" 9/16" 5/8" 1 3/4"
FITNESS
109
A
B
C
A
7"
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"
1 3/16" 1 1/4" 1/4"
3/8"
1"
106A
A
B
C
A
7"
Fire Chief
William McDonald
2" 9/16"
INSERT COMPONENT
Fire Chief
William McDonald
A
D
2"
2 1/8"
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 - 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
10"
2" 1 1/16" 5/8" 1 1/2" 1 1/2" 1 3/16"
7"
A
B
A
Authorized
personnel only
CL
assistance.
button for
Please push
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 exteriorgrade materials.
FINAL MESSAGE TO BE DETERMINED
BY OWNER
Restrooms
Fire Chief
Office
Training
Grounds
Restricted
Access
7"
1' - 2"
1 3/8" 5/8"
A
A
B
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
1 1/4" 1 1/4"
1/4"
3/8" 1" 5/8" 6"
10 3/4"
7"
RESTRICTED
ACCESS
CL
A
A
C
B
D
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
R
Drawing No.
Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
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
Architect of Record Contractor
NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N
INTERIOR SIGNS DETAILS
A-025
SKA Project Number: 24702
ALAMEDA COUNTY
FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
6" = 1'-0"
I.ID01 - CLASSROOM ID M15
6" = 1'-0"
I.ID02 - ROOM ID M8
6" = 1'-0"
I.ID03 - OFFICE ID F15
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
6" = 1'-0"
I.RG03 - AUTHORIZED PERSONNEL ONLY M1
6" = 1'-0"
I.RG03 - AUTHORIZED PERSONNEL ONLY Copy 1 F8
6" = 1'-0"
I.RG04 - RESTRICTED ACCESS F1
132
1 3/16" EQ 1" EQ
7"
A
B
C
A
7"
3/8"
EXIT
7"
A
B
C
A
7"1" 5/8" 1" 1 3/8"
ROUTE
1 3/16"
EXIT
ALTERNATE LAYOUT
CL
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 - 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
1/4"
3/8" 1" 6"
10"
1 1/4"
9 3/4"
RESTROOM
A
A
A
A
A
MEN WOMEN
ALTERNATE LAYOUTS
CL
CL
TXVWRTGBRT
GTRYTH
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
CL CL
CL
WOMEN
CENTER ON DOOR
MEN
CENTER ON DOOR
GENDER NEUTRAL
CENTER ON DOOR
CL
1' - 0"
A
A
1' - 0"
R 6"
A A
10 3/8"
ALTERNATE LAYOUTS ALTERNATE LAYOUTS
NOTES:
A - 1/4" thick acrylic panel, painted face &
returns.
B - Mount sign with 0.0062" thick 3M VHB &
silicone adhesive.
c - Exterior sign locations to have exterior-grade
materials
NOTE: Panel color to contast with door color;
alternate colors may be required.
CL
5/8" 1 3/8" 1 3/8" 1" 5/8"
5"
10 1/2"
A
B
MAXIMUM
OCCUPANCY
000
AADCFREG
NOTES:
A - 1/8" 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 0.0062" thick 3M VHB &
silicone adhesive.
D - Exterior sign locations to have exterior-grade
materials
R
Drawing No.
Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
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
Architect of Record Contractor
NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N
INTERIOR SIGNS DETAILS
A-026
SKA Project Number: 24702
ALAMEDA COUNTY
FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
6" = 1'-0"
I.RG01 - EGRESS ID A12
6" = 1'-0"
I.ID04 - RESTROOM WALL ID K12
3" = 1'-0"
I.RG05 - RESTROOM DOOR ID K1
6" = 1'-0"
I.RG02 - MAXIMUM OCCUPANCY A1
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
133
R
Drawing No.
Drawing Title
16 15 14 13 12 11 10987654321
QPOHGFEDCBA
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
Architect of Record Contractor
NOT FOR CONSTRUCTION
CLIENT
Project
HGFEDCBA
16 15 14 13 12 11 10987654321
21 20 19 18 17
JKLMN
21 20 19 18 17
RQPOJKLMN
DESIGN INTENT -
EXTERIOR RENDERED
VIEWS
A-031
SKA Project Number: 24702
ALAMEDA COUNTY
FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
ENTRY LOBBY FROM SOUTHWEST
VIEW FROM SOUTH EAST
R1
R1
Revision Number DATE ISSUE DESCRIPTION
R1 09/13/2024 CITY OF DUBLIN SDR
10/02/2024 50% DESIGN DEVELOPMENT
10/16/2024 100% DESIGN DEVELOPMENT
134
R
Drawing No.
Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
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
Architect of Record Contractor
BRIDGING DESIGN DOCUMENTS.
NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
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21 20 19 18 17
R
Q
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O
J
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L
M
N
RECONCILIATION SET
DESIGN INTENT -
EXTERIOR RENDERED
VIEWS
A-032
SKA Project Number: 24702
ALAMEDA COUNTY
FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
R1 09/13/2024 CITY OF DUBLIN SDR
10/02/2024 50% DESIGN DEVELOPMENT
10/16/2024 100% DESIGN DEVELOPMENT
ELEVATED VIEW OF TRAINING GROUNDS FROM EAST VIEW OF TRAINING GROUNDS FROM NORTHEAST
VIEW FROM SOUTHWEST
R1
R1
R1
135
R
Drawing No.
Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
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
Architect of Record Contractor
NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
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N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N
DESIGN INTENT -
INTERIOR RENDERED
VIEWS
A-033
SKA Project Number: 24702
ALAMEDA COUNTY
FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
VIEW OF COMMONS LOBBY AREA
VIEW FROM BREAK AREA VIEW FROM EXCERCISE ROOM
VIEW INTO LARGE CLASSROOM
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
136
R
Drawing No.
Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
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
Architect of Record Contractor
NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
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M
N
21 20 19 18 17
R
Q
P
O
J
K
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M
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DESIGN INTENT
OVERVIEW - EXTERIOR
DESIGN IMAGES
A-034
SKA Project Number: 24702
ALAMEDA COUNTY
FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
The taupe solid base of premium quality Aluminum Composite Metal (ACM) panels adds a level of quality at the pedestrian level and settles the building into the surrounding landscape The Classroom/Administration Building
includes three primary design elements:
1) entry/lobby tower
2) south and north facing sloped roof
3) solid building base
DESIGN INTENT NOTES
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 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.
The tower sits over the training commons, lobby and
reception. The lobby with its clerestory windows provides a centerpiece for the arrival at the campus. This is the social hub or cross roads of the building.
Revision Number DATE ISSUE DESCRIPTION
R1 09/13/2024 CITY OF DUBLIN SDR
10/02/2024 50% DESIGN DEVELOPMENT
10/16/2024 100% DESIGN DEVELOPMENT
100 CLASSROOM BUILDING - SOUTHWEST M1
200 TOWER BUILDING - NORTHEAST A12 200 TOWER BUILDING - SOUTHWEST A1 100 CLASSROOM BUILDING - NORTHEAST H1
R1
R1
137
R
Drawing No.
Drawing Title
16 15 14 13 12 11 10987654321
QPOHGFEDCBA
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
Architect of Record Contractor
NOT FOR CONSTRUCTION
CLIENT
Project
HGFEDCBA
16 15 14 13 12 11 10987654321
21 20 19 18 17
JKLMN
21 20 19 18 17
RQPOJKLMN
LEED SCORECARD &
CALGREEN CHECKLIST A-045
SKA Project Number: 24702
ALAMEDA COUNTY
FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
138
R Drawing No. Drawing Title 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 QPOHGFEDCBA 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 Architect of Record Contractor NOT FOR CONSTRUCTION CLIENT Project HGFEDCBA 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 21 20 19 18 17 JKLMN 21 20 19 18 17 RQPOJKLMN Project Number: 23204 ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 ALAMEDA COUNTY GENERAL SERVICES AGENCY Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT C1.0 GENERAL NOTES GENERAL ABBREVIATIONS AB AGGREGATE BASE ABAND ABANDON ABT ANCHOR BOLT ACD ACCESS DOOR ACI AMERICAN CONCRETE INSTITUTE ACP ASBESTOS CEMENT PIPE ACR ACRE AD AREA DRAIN ADA AMERICANS WITH DISABILITIES ACT ADJ ADJUSTABLE ALT ALTERNATE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APPROX APPROXIMATE ARCH ARCHITECTURAL ASB AGGREGATE SUBBASE ASPH ASPHALT ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AVE AVENUE BC BEGINNING OF CURB BCR BEGIN CURB RETURN BITUM BITUMINOUS BKF BACKFILL BLDG BUILDING BLVD BOULEVARD BM BENCHMARK BO BOTTOM OF BOT BOTTOM BOW BACK OF WALK BS BOTTOM OF SLOPE BVC BEGIN VERTICAL CURVE BW BARBED WIRE C COVER C-C CENTER TO CENTER C&G CURB AND GUTTER CALTRANS CALIFORNIA DEPARTMENT OF TRANSPORTATION CAP CORRUGATED ALUMINUM PIPE CB CATCH BASIN CEM CEMENT CF CUBIC FOOT CFS CUBIC FEET PER SECOND CI CAST IRON CIP CAST IRON PIPE CJ CONSTRUCTION JOINT CLF CHAIN LINK FENCE CLR CLEAR, CLEARANCE CO CLEANOUT CONC CONCRETE CONST CONSTRUCT CONT CONTINUOUS COORD COORDINATE CORR CORRIDOR CP CONCRETE PIPE CSP CALTRANS STANDARD PLANS/ CORRUGATED STEEL PIPE CEMENT TREATED BASE CTB CEMENT TREATED BASE CTR CENTER CTY COUNTY CULV CULVERT CY CUBIC YARD D DEPTH DEL DELINEATORS DET DETAIL/DETOUR DEMO DEMOLITION DI DRAINAGE INLET DIA DIAMETER DIM DIMENSION DIP DUCTILE IRON PIPE DN DOWN DR DOOR DRV DRIVE DRWY DRIVEWAY DS DOWNSPOUT DTR DETOUR DWG DRAWING E EAST (E) EXISTING EA EACH EB EASTBOUND EJ EXPANSION JOINT EL ELEVATION EMB EMBANKMENT EP EDGE OF PAVEMENT EQ EQUAL EQPT EQUIPMENT ESMT EASEMENT EVC END VERTICAL CURVE EW EACH WAY EXC EXCAVATION EXP JT EXPANSION JOINT EXPO EXPOSED EXT EXTERIOR FC FACE OF CURB FCO FLOOR CLEAN OUT FD FLOOR DRAIN FDN FOUNDATION FF FILTER FABRIC FG FINISHED GRADE FL FLOW LINE FLR FLOOR FS FINISHED SURFACE FT FOOT, FEET FTG FOOTING GALV GALVANIZED GCL GRADING CONTROL LINE GD GRADE GDR GUARD RAILING GIP GALVANIZED IRON PIPE GND GROUND GR GRATE GSP GALVANIZED STEEL PIPE H HEIGHT HI HIGH HOR HORIZONTAL HP HIGH POINT HR HANDRAIL HT HEIGHT HW HEAD WALL ID INSIDE DIAMETER IE INVERT ELEVATION IN INCH/INCHES INFO INFORMATION INV INVERT INV EL INVERT ELEVATION IRR IRRIGATION JT JOINT L LENGTH LA LANDSCAPE ARCHITECT LB POUND LDG LANDING LF LINEAR FOOT LIP LIP OF GUTTER LOC LOCATION LONG LONGITUDINAL LP LOW POINT LR LONG RADIUS LT LEFT MAX MAXIMUM MED MEDIAN MET METAL MFR MANUFACTURER MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS MOD MODIFY,MODIFIED MON MONUMENT MPH MILES PER HOUR MTL MATERIAL N NORTH (N) NEW N/A NOT APPLICABLE NB NORTHBOUND NIC NOT IN CONTACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OG ORIGINAL GRADE OH OVERHEAD OPNG OPENING OPP OPPOSITE P/L PROPERTY LINE PB PULLBOX PC PRECAST CONCRETE PCC PORTLAND CEMENT CONCRETE PED PEDESTRIAN PERF PERFORATED PERM MTL PERMEABLE MATERIAL PG PROFILE GRADE PGL PROFILE GRADE LINE PH PHASE PI POINT OF INTERSECTION PPL PERFORMED PERMEABLE LINER PPP PERFORATED PLASTIC PIPE PSI POUNDS PER SQUARE INCH PT POINT PVC POLYVINYL CHLORIDE PVI POINT OF VERTICAL INTERSECTION PVMT PAVEMENT R RADIUS R/W RIGHT-OF-WAY RC REINFORCED CONCRETE RCP REINFORCED CONCRETE PIPE RD ROAD RDN ROOF DRAIN RDWY ROADWAY REF REFERENCE REINF REINFORCED/REINFORCING REL RELOCATE REQD REQUIRED REV REVISION RP REFERENCE POINT RT RIGHT RW RETAINING WALL S SOUTH SAN SANITARY SB SOUTHBOUND SCH SCHEDULE SD STORM DRAIN SDMH STORM DRAIN MANHOLE SEC SECTION SF SQUARE FEET SG SUBGRADE SHLDR SHOULDER SHT SHEET SIM SIMILAR SP STEEL PIPE SPEC SPECIFICATION SQ SQUARE SS SANITARY SEWER SSCO SANITARY SEWER CLEAN OUT SSMH SANITARY SEWER MANHOLE ST STREET STA ALIGNMENT STATION STD STANDARD STL STEEL STR STRUCTURAL SVC SERVICE SW SIDEWALK SWL SOUND WALL SY SQUARE YARD SYM SYMMETRICAL T TOP T/W TOP OF WALL TB TEST BORING TBD TO BE DETERMINED TC TOP OF CURB TD TRENCH DRAIN TEL TELEPHONE TEMP TEMPORARY TG TOP OF GRATE (ELEVATION) THK THICK TOC TOP OF CONCRETE TOL TOLERANCE TP TOP OF PAVEMENT TR THREAD TRANS TRANSITION TSL TRAFFIC SIGNAL TYP TYPICAL UB UTILITY BOX UC UNDERCUT UCG UNDERCROSSING UD UNDERDRAIN UG UNDERGROUND UNF UNFINISHED UNO UNLESS NOTED OTHERWISE V VENT VAR VARIES VERT VERTICAL W WEST W/ WITH W/O WITHOUT WB WESTBOUND WI WIDTH WL WATER LINE WT WEIGHT WWF WELDED WIRE FABRIC XING CROSSING Z ZONE TOPOGRAPHIC ABBREVIATIONS AC ASPHALT CONCRETE C COMMUNICATIONS (UTILITY) CAB CABINET (UTILITY) CB CATCH BASIN CONC CONCRETE D STORM DRAIN (UTILITY) DI DRAIN INLET E,ELEC ELECTRIC (UTILITY) EP EDGE OF PAVEMENT ETW EDGE OF TRAVELED WAY F FUEL/GAS (UTILITY) FCL FENCE, CHAIN LINK FL FLOWLINE GB GRADE BREAK GS GROUND SHOT (SPOT OF ELEVATION) INV INVERT ELEVATION (UTILITY) I,IR,IRR IRRIGATION (UTILITY) LIP LIP OF GUTTER M METER (UTILITY) MH MAINTENANCE HOLE (UTILITY) PED PEDESTAL (UTILITY) S STREET LIGHTING (UTILITY) SD STORM DRAIN SP STAND PIPE SS SANITARY SEWER STU STUB (UTILITY) TC TOP OF CURB TOE TOE OF BANK TOP TOP OF BANK USA UNDERGROUND SERVICE ALERT V VALVE (UTILITY) VLT VAULT (UTILITY) W WATER 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. TOPOGRAPHIC SURVEY LEGEND GENERAL CONTOUR WITH LABEL ELEVATION W/DESCRIPTION NATURAL GROUND SPOT ELEVATION SIGN TREES SIGN 3.0 UTILITIES CATCH BASIN/CURB INLET DRAIN INLET ELECTROLIER (AREA, STREET) FIRE HYDRANT MAINTENANCE HOLE METER STUB UNDERGROUND UTILITY LINE LABEL DIRECTIONAL VALVE WMS 12"SS BOUNDARY LINES ADJACENT PARCEL LINE CENTER LINE EASEMENT LINE PROPERTY LINE RIGHT OF WAY LINE HARDSCAPE LINES BACK OF CURB FACE OF CURB FLOWLINE LIP OF GUTTER MISCELLANEOUS LINES FENCE, CHAIN-LINK UTILITY LINES TELEPHONE COMMUNICATIONS FIBER OPTIC CABLE ELECTRIC GAS RECYCLED WATER STORM DRAIN WATER SANITARY SEWER FO FO FO E E E E E E G DESIGN LEGEND 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 1"RW 1"W4"SS 12"SD WM 4"SD PERF TELE TELE TELE SDWSS RW 139
EV CHARGING
ONLY
EV CHARGING
ONLY
COMM
ELEC
ELEC
ELEC
ELEC
ELEC
ELEC
ELEC
ELEC
FO
ELEC
ELEC Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z ZZ Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z ELEC
CATV L L 112 LF 62 LF 207 LF 150 LF
245 LF
66 LF
78 LF 210 LF 245 LF
EV CHARGING
ONLY
EV CHARGING
ONLY
COMM
ELEC
ELEC
ELEC
ELEC
ELEC
ELEC
ELEC
ELEC
FO
ELEC
ELEC Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z ZZ Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z ELEC CATV L L 111LF 150LF 105LF 150LF 100LF 135LF
150' R35' TYP R55' 90LF 100LF R Drawing No. Drawing Title 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 QPOHGFEDCBA 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 Architect of Record Contractor NOT FOR CONSTRUCTION CLIENT Project HGFEDCBA 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 21 20 19 18 17 JKLMN 21 20 19 18 17 RQPOJKLMN Project Number: 23204 ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 ALAMEDA COUNTY GENERAL SERVICES AGENCY Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Know what's below. Callbefore you dig. R C1.1 FIRE ACCESS PLAN FIRE ACCESS LANE: (20' WIDE MIN, MIN INSIDE RADIUS 35', OUTSIDE RADIUS 55') LEGEND: FIRE LANE CURB MARKING: PER DETAIL 1, THIS SHEET FIRE ACCESS: INNER AND OUTER TURNING CLEARANCE R35' 20' PROPOSED FDC:
GLEASON DRIVE TRAINING TOWER TRAINING AREA CLASSROOM BUILDING 10' 20' SCALE: 1"=20' 0' 40' FIRE LANE CURB / PAVEMENT MARKING NO SCALE 1 2" 4" 6" EXTENTS OF FIRE CURB RED PAINT EXTENTS OF FIRE CURB RED PAINT STRAIGHT CURB MOUNTABLE FACE CURB A. CURB/PAVEMENT LETTERING 2" 4" 3" MIN NO PARKING-FIRE LANE CVC 22500.1 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.
GLEASON DRIVE TRAINING TOWER TRAINING AREA CLASSROOM BUILDING EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT FIRE HYDRANT SPACING FIRE TRUCK SETUP LOCATION - MAX. 300 FEET (AVERAGE) HOSE PULL LENGTH SCBA/ RR SCBA/ RR 140
UTIL UTIL
ELEC
ELEC
ELEC
ELEC
ELEC
ELEC
FO
ELEC
ELEC
G G G
T T T T T T T T T
T T T T T
E E E E E
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
E E E E E E E E
E E E E E
E E E E E E E E
E E E E
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E Z Z Z
Z Z Z Z Z
Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z
Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z
Z Z Z Z Z Z Z Z Z
G
G G G G G
G
G
G G G
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
T T T T T
ELEC 24" SD
384.0
385.0
UTIL UTIL ESDDI GRATE=378.80 10"=375.89 10"=375.94 15"=375.87 ESDDI TC=377.99 GRATE=377.34 24"IN=372.34 10"IN=374.34 24"OUT=372.54 SSMH RIM=379.87 INV=369.2 ESDDI TC=379.15 GRATE=378.47 24"THRU=371.05 12"W 12"W 6"W
12"W 12"W 6"W
20"RWL 20"RWL 20"RWL
8" SS
8" SS
8" SS
CATV
L
L
24"SD 24"SD
379.0
378.0
380.0
381.0
382.0
382.0
383.0
384.0
383.0
380.0
380.0
379.0
8" SS WM
R Drawing No. Drawing Title 16 15 14 13 12 11 10
9 8
7 6
5 4
3 2
1 Q
PO
HGFED
C
B
A 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 Architect of Record Contractor NOT FOR CONSTRUCTION CLIENT Project HG
FED
C
B
A 16 15 14 13 12 11 10
9 8
7 6
5 4
3 2
1 21 20 19 18 17
J
KL
M
N 21 20 19 18 17
RQPO
J
KL
M
N Project Number: 23204 ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 ALAMEDA COUNTY GENERAL SERVICES AGENCY Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Know what's below. Callbefore you dig.
R C2.0 TOPOGRAPHIC & DEMOLITION PLAN TOPOGRAPHIC INFORMATION NOTICE THE TOPOGRAPHIC AND EXISTING UTILITY INFORMATION SHOWN IS A COMPILATION OF INFORMATION FROM VARIOUS SOURCES INCLUDING TWO SEPARATED SITE TOPOGRAPHIC FIELD SURVEYS CONDUCTED PRE AND POST UNDOCUMENTED SITE GRADING OPERATIONS IN 2021, AND AGENCY PROVIDED UTILITY FACILITIES MAPS. THE ORIGINAL TOPOGRAPHIC FIELD SURVEY WAS PREPARED BY O'DELL ENGINEERING, JOB NO 38800, AND CONDUCTED FEBRUARY 2021. THE CURRENT SITE CONDITIONS TOPOGRAPHIC FIELD SURVEY WAS PREPARED BY ALAMEDA COUNTY PUBLIC WORKS, WORK ORDER F74560, AND CONDUCTED DECEMBER 2021. BETWEEN FEBRUARY 2021 AND DECEMBER 2021, THE SITE WAS GRADED TO ITS CURRENT CONDITION AND THOSE GRADING OPERATIONS INCLUDING FILL AND COMPACTION WERE NOT DOCUMENTED AND UNKNOWN. THE ORIGINAL SURVEY IDENTIFIED HISTORIC SITE DEVELOPMENT REMNANTS INCLUDING UNKNOWN CONCRETE OBJECTS, DRAINAGE PIPE AND UTILITIES. 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 OF "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. SURVEY CONTROL HORIZONTAL DATUM NORTH AMERICAN DATUM OF 1983 (2011), EPOCH 2010.00 COORDINATE SYSTEM COORDINATES SHOWN HEREON ARE GROUND AND BASED ON THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS83), ZONE III. VERTICAL DATUM NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). PROJECT BENCHMARK O'DELL ENGINEERING CONTROL POINT #15000; SET SCRIBED X IN SIDEWALK AT THE WEST END OF A DRIVEWAY. STATION IS APPROXIMATELY 615'± WEST OF THE INTERSECTION OF GLEASON DR AND MADIGAN RD AND 55'± NORTH OF THE CENTERLINE OF GLEASON DR. STATION IS 35'± NORTHEAST OF AN ELECTRICAL VAULT, 17.5'± WEST OF THE DRIVEWAY'S CENTERLINE, AND 4.5'± SOUTHEAST OF A SIGN MARKING THE DRIVEWAY'S ENTRANCE. ELEVATION = 379.391 FEET (NAVD88) SURVEY NOTES 1. THE FIELD WORK FOR THIS SURVEY WAS CONDUCTED IN FEBRUARY 2021. 2. NO ATTEMPT WAS MADE TO IDENTIFY THE NATURE OF USE 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 ON 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 CALIFORNIA 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 SURVEY ARE LIMITED TO THOSE SURFACE-VISIBLE STRUCTURES, FACILITIES, AND FEATURES OBSERVED AT THE TIME OF THE FIELD SURVEY. 6. ADDITIONAL SUBSURFACE OBJECTS, IF ANY, WERE NOT LOCATED IN THIS SURVEY. NO WARRANTY IS IMPLIED AS TO THE ACCURACY OR COMPLETENESS OF ANY SUBSURFACE OBJECTS REPRESENTED BY SYMBOLS, LINES, OR LABELS SHOWN HEREON. SAID SUBSURFACE OBJECTS MAY INCLUDE, BUT ARE NOT LIMITED TO, CONCRETE FOOTINGS, SLABS, SHORING, BASEMENTS, STRUCTURAL PILES, UTILITY VAULTS, PIPING, UNDERGROUND TANKS, OR ADDITIONAL UNDERGROUND UTILITY LINES. 7. BOUNDARY LINES (STREET CENTERLINES, ROAD RIGHTS-OF-WAY, PARCEL LINES, EASEMENTS, SECTION LINES, ETC.) ARE PLOTTED FROM RECORD INFORMATION ONLY. DEMOLITION NOTES 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 PLACE 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 DUBLIN 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, INCLUDING 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 BE CUT TO WITHIN 2" OF THE STRUCTURE, OR COMPLETELY REMOVED FROM THE STRUCTURE, AND PLUGGED OR CAPPED AS DIRECTED BY THE GOVERNING AGENCY. TEMPORARY PLUG OR CAP MAY BE ALLOWED IF NEW STORM DRAIN PIPE IS TO BE INSTALLED AND CONNECTED TO THE STRUCTURE AT THE SAME 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. REMOVE AND DISPOSE OF EXISTING TREE, REMOVE AND DISPOSE OF EXISTING CURB GRIND DOWN STUMP AND ROOTS KEY NOTES: REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER SAWCUT, REMOVAL SHALL BE PERFORMED AT NEAREST RELIEF JOINT 1 2
3 5
6 4
7 891012 PROTECT IN PLACE EXISTING CURB AND GUTTER 11 PROTECT IN PLACE EXISTING STORM LINE/STRUCTURE REMOVE AND DISPOSE OF EXISTING CONCRETE PROTECT IN PLACE EXISTING WATER LINE/STRUCTURE PROTECT IN PLACE EXISTING CURB REMOVE AND DISPOSE OF EXISTING GRAVEL LEGEND REMOVE AND DISPOSE OF EXISTING LANDSCAPE 3 1
2 GLEASON DRIVE 10' 20' SCALE: 1"=20' 0' 40' LANDSCAPE DEMOLITION. 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 TREE REMOVE AND DISPOSE OF EXISTING UTILITY BOX PROTECT IN PLACE EXISTING SANITARY SEWER LINE/STRUCTURE PROTECT IN PLACE EXISTING ELECTRICAL LINE/STRUCTURE 13 PROTECT IN PLACE EXISTING GAS LINE/STRUCTURE 141517181619 PROTECT IN PLACE EXISTING TELEPHONE LINE/STRUCTURE PROTECT IN PLACE EXISTING TREE REMOVE AN DISPOSE OF EXISTING STORM LINE/STRUCTURE PROTECT IN PLACE EXISTING CHAINLINK FENCE 2021 PROTECT IN PLACE EXISTING FIBER OPTIC LINE/STRUCTURE PROTECT IN PLACE EXISTING STRIPING 4 TYP.
4 TYP.
9 18 TYP. 19
7 7 16 16
7 8
8 5 18 TYP. 9
7 18 TYP.
6 4 TYP.
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5 1515 15 1515 15 15 13 13 13 171717 17 2121 21 20 20 20 12 12 1010 11 11 11 11 11 3 1414
9 9 15 11 22 PROTECT IN PLACE EXISTING LIGHT POLE AND FOUNDATION 22 REMOVE AND DISPOSE OF EXISTING ASPHALT PAVEMENT 23 REMOVE AND DISPOSE OF EXISTING CONCRETE REMNANTS 24 REMOVE AND DISPOSE OF ABANDONED SEWER MANHOLE 16 23 23 TYP. 23 8 24 14 12 14
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26' R Drawing No. Drawing Title 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 QPOHGFEDCBA 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 Architect of Record Contractor NOT FOR CONSTRUCTION CLIENT Project HGFEDCBA 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 21 20 19 18 17 JKLMN 21 20 19 18 17 RQPOJKLMN Project Number: 23204 ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 ALAMEDA COUNTY GENERAL SERVICES AGENCY Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Know what's below. Callbefore you dig. R C3.0 PAVING & DIMENSIONING PLAN 10' 20' SCALE: 1"=20' 0' 40' 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. PAVING LEGENDHEAVY 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 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 PEDESTRIAN CONCRETE 4" (3,000 PSI) P.C.C WITH #4 BARS @ 24" O.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.C WITH #4 BARS @ 18" O.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.C WITH #4 BARS @ 18" O.C. EACH WAY OVER 6" CLASS II AB OVER SUBGRADE PREPARED PER PROJECT GEOTECHNICAL REPORT. CONCRETE JOINTS PER DETAIL 9 ON SHEET C7.0 PEDESTRIAN CONCRETE WITH RESILIENT SAFETY SURFACING TILES SYNTHETIC TURF OVER 4" (3,000 PSI) P.C.C WITH #4 BARS @ 24" O.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 GLEASON DRIVE KEY NOTES: 6" VERTICAL CURB PER DETAIL 1 ON SHEET C7.0 234 BIKE RACK 5678910 6" FLUSH CONCRETE CURB PER DETAIL 8 ON SHEET C7.0 LIGHT POLE CMU WALL. REFER TO ARCHITECTURAL DRAWINGS WHEEL STOP PER DETAIL 4 ON SHEET C7.0 MONUMENT SIGN. REFER TO SIGNAGE DRAWINGS 1 TRUNCATED DOMES PER DETAIL 3 ON SHEET C7.0 111213 DRIVEWAY 4" WIDE WHITE STRIPE REMOVABLE BOLLARD PER DETAIL 10 ON SHEET C7.0 FLAG POLE 8' HIGH SECURITY FENCE. REFER TO ARCHITECTURAL DRAWINGS BIORETENTION AREA TRAINING TOWER TRAINING AREA CLASSROOM BUILDING 1 13 8 34 9 11 11 3 4 12 13(9) 1 11 1 1 9 9 9 9 12 1 12 9 5 9 9 4 43 TYP. 8 TYP. 99 9 9 18(3) TYP. TYP. 14 VEHICULAR ACCESS GATE. REFER TO ARCHITECTURAL DRAWINGS. 14 16 4 15 6" VERTICAL CURB AND GUTTER PER DETAIL 2 ON SHEET C7.0 1515 15 ASPHALT DEEPLIFT 16 COVERED TRASH ENCLOSURE. REFER TO ARCHITECTURAL DRAWINGS 11 10 1511 1 1 1 1 1 1 1 11 14 15 15 1 TYP. TYP. 66 7 7 13 C7.0 ACCESSIBLE PARKING DETAIL LINEAR PAVERS SQUARE PAVERS FIRE LANE CURB 17 PUBLIC ART SIGNS. REFER TO ARCHITECTURAL DRAWINGS. 17171717171717 15 18 STEEL BOLLARD PER DETAIL 11 ON SHEET C7.0 19 4' CONCRETE VALLEY GUTTER PER DETAIL 12 ON SHEET C7.0 19 19 SCBA/RR 20 CURB CUT PER DETAILS 6 AND 9 ON SHEET C7.2 20 20 20 20 2020 20 20 20 2020 142
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ONLY R Drawing No. Drawing Title 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 QPOHGFEDCBA 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 Architect of Record Contractor NOT FOR CONSTRUCTION CLIENT Project HGFEDCBA 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 21 20 19 18 17 JKLMN 21 20 19 18 17 RQPOJKLMN Project Number: 23204 ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 ALAMEDA COUNTY GENERAL SERVICES AGENCY Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Know what's below. Callbefore you dig. R C3.1 SITE FEATURES & AMENITIES 10' 20' SCALE: 1"=20' 0' 40' HEAVY DUTY ASPHALT PAVEMENT LIGHT DUTY ASPHALT PAVEMENT PEDESTRIAN CONCRETE HEAVY DUTY CONCRETE LIGHT DUTY VEHICULAR CONCRETE PEDESTRIAN CONCRETE WITH RESILIENT SAFETY SURFACING TILES 3" THICK COMPACTED GRAVEL LINEAR PAVERS SQUARE PAVERS SITE FURNISHINGS & AMENITIES SCHEDULE REFERENCE SYMBOL DESCRIPTION COLOR / FINISH DETAIL 123456789 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. NORBUTAS, JR., RLA 5595 1 1 1 11 2 2 2 2 1 4 4 4 9 9 3 5 6 77 8 8 8 8 1 PLAIN GRAY PLAIN GRAY PLAIN GRAY BLACK BLACK 101112913141516 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 1414 99 13 (3) TYP. 13 (3) TYP. (3) TYP. 13 (3) TYP.13 11 16 12 12 15 1010 143
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ONLY WM 1.84% 1.53% FF=383.00 382.62TC 382.12P 382.65TC 382.15P 382.46TC 381.96P 381.10TC 380.60P 1.63% 380.77TC 380.27P 379.71TC 379.21P 378.17TC 378.11FL 378.50TC 378.44FL 378.28C MATCH EX 1.00% 383.44TC 382.94C 383.14TC 382.64C 383.50TC 383.00C 382.62TC 382.12C 383.20TC 382.70C 383.70TC 383.20C 383.44TC 382.94C FF=383.65 382.61TC 382.11FL 382.90TC 382.40FL 383.33TC 382.83FL 383.19TC 382.69FL 382.88TC 382.38FL 382.38TC 381.88FL 382.33TC 381.83C 382.33TC 381.83FL 383.30TC 382.80FL FF=382.40 382.23TC 381.73FL 381.58TC 381.08FL 381.03TC 380.53FL 379.98TC 379.48FL 379.56TC 379.06FL 379.16TC 378.66FL 378.75TC 378.25FL
0.93% 379.14TC 378.64FL 1.60% 378.99TC 378.49FL 379.90TC 379.40FL 380.80TC 380.30FL 380.59TC 380.09FL 380.74TC 380.24FL 381.00TC 380.50FL S=0.0035 S=0.0203 S=0.0100 S=0.0035 1.60% 3.94% 3.73% 3.19% 381.80TC 381.30P 382.19TC 381.69P 378.90TC 378.40C 381.24TC 380.74C 380.70TC 380.20C 380.38TC 379.88C 0.82%
3.00% 383.10TC 382.60FL 382.15TC 381.65FL 382.79TC 382.29FL 382.79TC 382.29FL 383.14TC 382.64FL S=0.0083 S=0.0040
S=0.0035 387.00TC 386.50FL 387.00TC 386.50C 380.70TC 380.20C 383.11TC 382.61C 382.35TC 381.85C
3.00%
1.50% 0.50%1.24% 383.47TC 382.97C 383.75TC 383.25C 383.60TC 383.10C 383.40TC 382.90C 383.00TC 382.50C 382.70FL 382.25FL S=0.0048 1.96% 2.05% 1.72% 2.38% 384.56TC 384.06C 384.45TC 383.95C 384.20TC 383.70C 383.63TC 383.13C 379.01TC 378.51C 379.30TC 378.80FL 4.01% 378.72C 4.19%
1.83%
2.05% 382.19FL 382.07FL 382.42FL 382.49FL
S=0.0063 S=0.0035 S=0.0035 382.54P 382.32P 1.74% 1.53% S=0.0374 S=0.0062 S=0.0179 S=0.0489 382.00FL 385.00FL
1.70% S=0.0050
3.08% 0.95%0.93% 3.95% 1.00% 2.26%
1.35%
1.64% 0.78% 1.01% S=0.0104 R Drawing No. Drawing Title 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 QPOHGFEDCBA 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 Architect of Record Contractor NOT FOR CONSTRUCTION CLIENT Project HGFEDCBA 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 21 20 19 18 17 JKLMN 21 20 19 18 17 RQPOJKLMN Project Number: 23204 ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 ALAMEDA COUNTY GENERAL SERVICES AGENCY Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Know what's below. Callbefore you dig. R C4.0 GRADING PLAN KEY NOTES 1 2% MAXIMUM SLOPE IN ALL DIRECTIONS 2 5% MAXIMUM SLOPE IN DIRECTION OF TRAVEL, 2% MAXIMUM CROSS SLOPE 3 8.33% MAXIMUM SLOPE IN DIRECTION OF TRAVEL, 2% MAXIMUM CROSS SLOPE10' 20' SCALE: 1"=20' 0' 40' GLEASON DRIVE TRAINING TOWER TRAINING AREA CLASSROOM BUILDING SCBA/ RR 1 1 1 1 1 1 1 1 3 2 3 2 233 1 1 1 1 2 1 3 2 2 3 1 2 1 1 1 1 1 144
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2"W
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2-1/2"W 6"W 6"W 8"W 8"W
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6"SD
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6"SD 6"SD 6"SD 6"SD 4"SD 4"SD
6"SS 3"W 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 2"W 6"W
4"SS R Drawing No. Drawing Title 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 QPOHGFEDCBA 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 Architect of Record Contractor NOT FOR CONSTRUCTION CLIENT Project HGFEDCBA 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 21 20 19 18 17 JKLMN 21 20 19 18 17 RQPOJKLMN Project Number: 23204 ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 ALAMEDA COUNTY GENERAL SERVICES AGENCY Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Know what's below. Callbefore you dig. R C5.0 UTILITY PLAN 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 123 FIRE HYDRANT PER DETAIL 5 ON SHEET C7.3 4 SANITARY SEWER MANHOLE PER DETAIL 1-3 ON SHEET C7.5 5 WATER POINT OF CONNECTION TO BUILDING 6 SANITARY SEWER CLEANOUT PER DETAIL 2 ON SHEET C7.2 7 SANITARY SEWER POINT OF CONNECTION TO BUILDING 8 18"X18" SQUARE STORM DRAIN INLET PER DETAIL 3 ON SHEET C7.2 91011 VALVE AND VALVE BOX PER DETAIL 1 ON SHEET C7.2 12 CONNECT TO EXISTING STORM DRAIN SYSTEM. CONTRACTOR SHALL VERIFY EXISTING INVERT AND LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER OF CONFLICTS. STORM DRAIN MANHOLE PER DETAIL 1-3 ON SHEET C7.5 13 STORM DRAIN TRENCH DRAIN PER DETAIL 5 ON SHEET C7.2 4 1111 3 11 113 17 27 9 11 3 2 7 7 2 11 8 13 GLEASON DRIVE TRAINING TOWER TRAINING AREA CLASSROOM BUILDING 10' 20' SCALE: 1"=20' 0' 40' CONNECT TO EXISTING SANITARY SEWER SYSTEM. CONTRACTOR SHALL VERIFY EXISTING INVERT AND LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER OF CONFLICTS. CONNECT TO EXISTING WATER SYSTEM. CONTRACTOR SHALL VERIFY EXISTING INVERT AND LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER OF CONFLICTS. 12 14 FIRE WATER POINT OF CONNECTION AT BUILDING 9 2 2 2 2 2 15 8" DOUBLE CHECK VALVE WITH INTEGRAL FDC PER DETAIL 15 ON SHEET C7.3 1515 16 GREASE AND SAND TRAP PER DETAIL 7 ON SHEET C7.4 16 8 8 11 11 17 24"x24" STORM DRAIN OVERFLOW INLET PER DETAIL 3 ON SHEET C7.2 17 17 3 3 18 BIORETENTION AREA WITH 6" PERFORATED STORM DRAIN PIPE 18 18 18 19 INFILTRATION TRENCH WITH 6" PERFORATED STORM DRAIN PIPE 19 19 19 19 19 13 20 LIVE FIRE TRAINING WATER DIVERSION VALVE 20 21 6" DOUBLE CHECK VALVE WITH INTEGRAL FDC PER DETAIL 15 ON SHEET C7.3 21 11 22 STORM DRAIN OUTFALL 22 22 22 22 8 8 8 4 10 16 7 7 7 7 7 24"X24" SQUARE STORM DRAIN INLET PER DETAIL 3 ON SHEET C7.2 23 23 23 STORM DRAIN CLEANOUT PER DETAIL 2 ON SHEET C7.2 24 24 24 24 24 24 24 24 25 ELECTRICAL TRANSFORMER 25 TELECOMMUNICATION POINT OF CONNECTION AT BUILDING 2627 TELECOMMUNICATION CONDUIT 28 ELECTRICAL POINT OF CONNECTION AT BUILDING 29 ELECTRICAL CONDUIT 27 26 28 29 29 30 CONNECT TO EXISTING ELECTRICAL SYSTEM. CONTRACTOR SHALL VERIFY EXISTING INVERT AND LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER OF CONFLICTS. 31 CONNECT TO EXISTING TELECOMMUNICATION SYSTEM. CONTRACTOR SHALL VERIFY EXISTING INVERT AND LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER OF CONFLICTS. 3031 32 IRRIGATION POINT OF CONNECTION 33 1.5" IRRIGATION WATER BACKFLOW PREVENTER PER DETAIL 4 ON SHEET C7.2 1 77 34 3" DOMESTIC WATER BACKFLOW PREVENTER PER DETAIL 13 ON SHEET C7.3 35 DOMESTIC WATER METER PER DETAIL 11 ON SHEET C7.3 36 EXISTING RECLAIMED WATER METER 34 35 36 7 11 37 AIR RELIEF VALVE PER DETAIL 8 ON SHEET C7.3 AND DETAIL 2 ON SHEET C7.4 37 6 1 1 1 11 1 1 1 1 1 1 1 14 1 1 1 1 1 11 1 6 1 23 24 THRUST BLOCK PER DETAIL 2 AND 3 ON SHEET C7.3 38 1.5" COPPER TYPE K PIPE 39 STORM DRAIN POINT OF CONNECTION AT BUILDING 40 DISCHARGE THROUGH PIPE CURB DRAIN, CURB-O-LET OR EQUAL 41 12" AREA DRAIN PER DETAIL 7 ON SHEET C7.2 42 CURB DRAIN CATCH BASIN PER DETAIL 8 ON SHEET C7.2 43 4" PERFORATED STORM DRAIN PIPE FOR TURF AREA 41 39 22 22 39 39 24 39 33 32 24 40 514 39 40 41 41 24 24 43 43 24 3939 24 1 8 42 22 5 14 42 145
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ELEC Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z ZZ Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z ELEC
384.0
385.0 386.0 387.0
CATV L L
24"SD 24"SD 379.0
378.0 380.0 381.0
382.0
382.0
383.0
384.0
383.0 380.0
380.0
379.0 R Drawing No. Drawing Title 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 QPOHGFEDCBA 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 Architect of Record Contractor NOT FOR CONSTRUCTION CLIENT Project HGFEDCBA 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 21 20 19 18 17 JKLMN 21 20 19 18 17 RQPOJKLMN Project Number: 23204 ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 ALAMEDA COUNTY GENERAL SERVICES AGENCY Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Know what's below. Callbefore you dig. R C6.0 EROSION CONTROL PLAN TRAINING TOWER SYMBOL DESCRIPTION FIBER ROLLS. APPROXIMATE LOCATION SHOWN. CONTRACTOR TO DETERMINE LOCATION. REFER TO DETAIL 1, 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. 3' 3' 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.
VARIES 10' MIN 2" 4" CONCRETE WASHOUT NOTES: 1. ACTUAL LAYOUT DETERMINED IN FIELD. 2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30 FT. OF THE TEMPORARY CONCRETE WASHOUT FACILITY. 12" MIN. NOTE: INSTALL FIBER ROLL ALONG A LEVEL CONTOUR. 2" MIN. 4" MAX. SLOPE % ROLL SPACING 0-25 50 FT 25-50 15 FT 50% OR GREATER 10 FT PAVED ROADWAY NOTE: MANY DESIGNS CAN BE FIELD FABRICATED, OR FABRICATED UNITS MAY BE USED. SECTION A-A DITCH TO CARRY AND CHANNELIZE RUNOFF TO A SEDIMENT TRAPPING DEVICE. PROVIDE SEDIMENT BARRIER. MATCH EXISTING GRADE 20'R MIN. INSTALL A FIBER ROLL NEAR SLOPE WHERE IT TRANSITIONS INTO A STEEPER SLOPE FIBER ROLL 8" MIN. 3/4"x3/4" WOOD STAKES MAX. 4' SPACING FIBER ROLLS BINDING WIRE STRAW BALE STAPLES (2 PER BALE) 10 ML PLASTIC LINING NATIVE MATERIAL (OPTIONAL) WOOD OR METAL STAKES (2 PER BALE) 10 MIL PLASTIC LINING STRAW BALE (TYP) WOOD POST 3"x3"x8' 0.5" LAG SCREWS PLYWOOD 48"x48" PAINTED WHITE BLACK LETTERS 6" HEIGHT ENTRENCHMENT DETAIL TYPICAL FIBER ROLL INSTALLATION 20'R MIN. TEMPORARY PIPE CULVERT, AS NEEDED 1/8" Ø STEEL WIRE STAKE (TYP) SECTION B-B STAPLE DETAIL PLAN CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6" FILTER FABRIC 12" MIN., UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER ORIGINAL GRADE RUNOFF WATER WITH SEDIMENT PLAN VIEW SECTION C-C CROSS DRAIN FILTER BAG MAXIMUM BAG DEPTH AT TOP OF DRAIN FILTERED RUNOFF EXISTING DRAIN INLET 12" LAP (MIN.) EXISTING AC PAVING EXISTING DRAINAGE GRATE EXISTING DRAINAGE GRATE 12" LAP (MIN.) FILTER BAG CROSS DRAIN ℄ VERTICAL SPACING MEASURED ALONG THE FACE OF THE SLOPE VARIES BETWEEN 10' AND 20' TYPICAL PROTECTION FOR INLET ON GRADE TYPICAL PROTECTION FOR INLET ON SUMP 12' MIN. 50' OR 4X THE CIRCUM. OF THE LARGEST VEHICLE TIRE, WHICHEVER IS GREATER EDGE OF PAVEMENT SANDBAGS 2-BAGS HIGH SPILLWAY, 1-BAG HIGH INLET EDGE OF PAVEMENT FLOW FLOW FLOW FLOW SPILLWAY, 1-BAG HIGH SANDBAGS 2-BAGS HIGH INLET CC B B A A EROSION CONTROL LEGEND DRAIN INLET PROTECTION. REFER TO DETAILS 2 AND 4, THIS SHEET. 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. DRAIN INLET PROTECTION - CALIFORNIA STORMWATER BMP HANDBOOK SECTION SE-10 B. SOLID WASTE MANAGEMENT - CALIFORNIA STORMWATER BMP HANDBOOK SECTION WM-5 C. MATERIAL STORAGE - CALIFORNIA STORMWATER BMP HANDBOOK SECTION WM-1 D. PAVING - CALIFORNIA STORMWATER BMP HANDBOOK SECTION NS-3 E. 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. CONCRETE WASHOUT NO SCALE 3 TEMPORARY GRAVEL BAG FILTER AT DROP INLET NO SCALE 2 FIBER ROLLS NO SCALE 1 STABILIZED CONSTRUCTION ENTRANCE/EXIT NO SCALE 5 DROP INLET PROTECTION TYPE 3 NO SCALE 4 GLEASON DRIVE TRAINING AREA CLASSROOM BUILDING 20' 80' SCALE: 1"=40' 0' 40' SCBA/ RR 146
EV CHARGING ONLY EV CHARGING ONLY R Drawing No. Drawing Title 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 QPOHGFEDCBA 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 Architect of Record Contractor NOT FOR CONSTRUCTION CLIENT Project HGFEDCBA 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 21 20 19 18 17 JKLMN 21 20 19 18 17 RQPOJKLMN Project Number: 23204 ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 ALAMEDA COUNTY GENERAL SERVICES AGENCY Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT C7.0 DETAILS I 6" MIN 1" 4'-0" 5" MIN 5-58" MIN 12" MIN 34" TO 1" 12" 2 #4 BARS CONTINUOUS 34" REINFORCING BAR EMBEDDED 18" INTO SUBGRADE 78" DIA HOLE TOP OF REINFORCING BAR FLUSH WITH TOP OF CONCRETE 17' 1' ANCHOR TIRE STOP ON TOP OF FLUSH CURB IF STALL IS ONLY 17' DEEP. 4' WHEEL STOP NO SCALE 4 ACCESSIBLE PARKING SYMBOL NO SCALE 5 ACCESSIBLE PARKING SIGNAGE NO SCALE 6
1.5'
6'-8' (60" MIN .),
NOT TO SCALE 12" DIAMETER X 2'-0" DEEP CONCRETE BASE WITH 6" GRAVEL BELOW LANDSCAPE OR AC PAVING SECTION PER SITE PLAN 2-1/2" DIA SCHEDULE 40 GALV. STEEL PIPE PRIME AND PAINT EXPOSTED PIPE. 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. 3" VAN ACCESSIBLE
2" VIOLATORS WILL BE FINED MINIMUM FINE $250
1" GRADE
8" 7 12" 4'-5"
3'-9"
4'-5" 3'-9" 5 12" 1 12"4 12"
1'-3" 2 12" INTERNATIONAL SYMBOL OF 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 BLUE HIGHWAY PAINT BACKGROUND - 2 COATS (TYPICAL) (2) TWO COATS 4" WIDE STROKES WHITE TRAFFIC PAINT 6" 6" VERTICAL CONCRETE CURB NO SCALE 1 6" 1 1/2"
6"
VARIES 7 1/2" R=1/2" R=1/2" ASPHALT PROVIDE TRANSVERSE SCORE JOINT AT 10' O.C. BASE MATERIAL 12" SUBGRADE COMPACTED TO 95% R.C. 6" 24" UNLESS OTHERWISE NOTED 1 1/2" 6"
1 1/8"
12 1/2"
6" 32" R=1/2" R=1/2" R=1/2" R=1/2" 2"4" CLASS II AGGREGATE BASE 6" VERTICAL CURB AND GUTTER NO SCALE 2 12" SUBGRADE COMPACTED TO 95% R.C. 2" 3-#3 CONTINUOUS BARS, BREAK AT DOWLED JOINTS 2-5/8"Ø X 24" STEEL DOWEL BARS AT 12" O.C. GREASED AND WRAPPED ONE SIDE THROUGH EVERY EXPANSION JOINT 3-#3 CONTINUOUS BARS, BREAK AT DOWELED JOINTS 3-5/8"Ø X 24" STEEL DOWEL BARS AT 12" C.C. GREASED AND WRAPPED ONE SIDE THROUGH EVERY EXPANSION JOINT AT TEMPORARY CONSTRUCTION ACCESS POINTS, DEPRESS CURB HEIGHT TO 2" 24" FACE OF CONCRETE CURB 1" LANDSCAPE OR AC PAVING SECTION PER SITE PLAN GRADE 12" DIAMETER X 2'-0" DEEP CONCRETE BASE WITH 6" GRAVEL BELOW 18" 6'-8" NOT TO SCALE 2 1/2" DIA SCHEDULE 40 GALV. STEEL PIPE PRIME AND PAINTED EXPOSED PIPE. 22" 17" SIGN AND SIGN POST FOUNDATION NO SCALE 7 6" 6" FLUSH CONCRETE CURB NO SCALE 8 6"
6" R=1/4" R=1/4" CONCRETE BASE MATERIAL 12" SUBGRADE COMPACTED TO 95% R.C.
VARIES ASPHALT 2-5/8"Ø 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
0.5' 0.5'
0.5' 0.5' CONCRETE JOINT DETAILS NO SCALE 9 SCORE LINE 12" LONG SMOOTH GREASED #5 DOWEL @ 18" O.C. 3/8" 3/8" MAX.
EQ 1/8" TO 1/4"
D/4 D 1/8"
1/4"
EQ WEAKENED PLANE JOINT EXPANSION JOINT & CONTROL JOINT NOTE: 1. SCORE JOINT SPACING SHALL BE PLACED 5'-0" O.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. GREEN SAW CUT. SEAL JOINT W/ EPOXY JOINT FILLER (SHORE EDGE HARDNESS OF 50) AFTER SLAB CURES. D D REINFORCING FOR PAVING PLAN. TYPICAL B A C 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) SLAB THICKNESS WPJ SPACING (EACH WAY) 4" 6" 8" 10" 8' O.C. MAX. 12' O.C. MAX. 16' O.C. MAX. N/A DOWEL SIZE & SPACING SLAB DEPTH DIAMETER LENGTH SPACING 4" 6" 8" 5/8" 3/4" 1" 12" 18" 24" 24" O.C. 18" O.C. 18" O.C. 10" 1" 24" 12" O.C. CONTROL JOINT SPACING 32' O.C. MAX. 36' O.C. MAX. 40' O.C. MAX. 40' O.C. MAX. REMOVABLE STEEL BOLLARD NO SCALE 10 36" 24" 4.5" 12"Ø 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. 33" P.C.C. (CLASS A) COMPACTED SOIL ANCHOR BOLT W/ CHAIN STEEL RECEIVER WELDED STEEL COLLAR EYEBOLT 3.5Ø CAPPED SCHEDULE 40 STEEL PIPE (40 LB MAX.) REFLECTIVE TAPE FINISHED PAVING ROUNDED CAP TRUNCATED DOMES NO SCALE 3 .2" HEIGHT PLAN SECTION "A" A 36" DEPTH MIN. 0.9" BASE DIAMETER AND 0.45" TOP DIAMETER 2.35" APART PER CBC FIG. 11B-705.1 2.35" APART PER CBC FIG. 11B-705.1 0.65" MIN. 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 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) 2.35" APART PER CBC FIG. 11B-705.1 STEEL BOLLARD NO SCALE 11 2'-0" 4'-6" 3'-0" 12" 12"
1" 3" CLR 3" CLR
6" CLR
2'-6" FINISHED SURFACE - SEE PLAN CONDITION, VARIES 6" DIA. CONCRETE FILLED STEEL PIPE BOLLARD, PAINT WITH GRAY CONCRETE FOOTING , SLOPE TOP FOR DRAINAGE AT EXTERIOR LOCATIONS (6) #5 VERTICAL WITH #3 TIES AT 6" O.C. NOTES: 1. CAP WITH WELDED GALVANIZED STEEL COVER 4" MIN. RED REFLECTIVE TAPE ACCESSIBLE/EV CHARGING STALL ENLARGEMENT 1 1"=5' 13 4" WIDE WHITE STRIPE, TYP 3' 12' WIDE STALL PER CBC SECTION 11B-502.2, TYP. 5' ACCESSIBLE AISLE PER CBC SECTION 11B-502.2, TYP. 3 C7.0 TRUNCATED DOMES PER CBC 11B-705 4" WHITE BORDER AND HATCHING. 2% MAX SLOPE
IN ALL DIRECTIONS
2% MAX SLOPE
IN ALL DIRECTIONS 12' WIDE STALL PER CBC SECTION 11B-502.2, TYP. 9' WIDE STALL PER CBC SECTION 11B-502.2, TYP. 2% MAX SLOPE
IN ALL DIRECTIONS
2% MAX SLOPE
IN ALL DIRECTIONS 3' EQ EQ 4" BLUE BORDER AND HATCHING. 5C7.0 ACCESSIBLITY SYMBOL MARKING, TYP 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 4" WIDE WHITE STRIPE, TYP 3 C7.0 TRUNCATED DOMES PER CBC 11B-705 6 C7.0 ACCESSIBLE PARKING SIGN PER CBC 11B-502.6., TYP 4 C7.0 4' WHEEL STOP PER CBC 11B-502.7.2, TYP. 2% MAX SLOPE
IN ALL DIRECTIONS 6 C7.0 ACCESSIBLE PARKING SIGN PER CBC 11B-502.6., TYP 5' ACCESSIBLE AISLE PER CBC SECTION 11B-502.2, TYP. 4 C7.0 4' WHEEL STOP PER CBC 11B-502.7.2, TYP. 3'
20' 4.21' 6.5' 5' 6.5' 8 C7.0 FLUSH CURB
3'
20' 4.21' 6.5' 5' 6.5' EV CHARGING STATION 8 C7.0 FLUSH CURB 1 C7.0 6" VERTICAL CURB 9' EV PARKING SIGN EV PARKING SIGN 4' CONCRETE VALLEY GUTTER NO SCALE 12NOTES: 1. CONSTRUCT EXPANSION JOINTS @ 150' C.C. MAXIMUM SPACING. 2. PROVIDE CONTROL JOINTS @ 40' O.C. MAXIMUM SPACING. 4'-0" 24" 24" 1" SUBGRADE PREPARED PER THE PROJECT'S GEOTECHNICAL REPORT #4 @ 18" O.C. #4 REBAR CONTINUOUS 6" PORTLAND CEMENT CONCRETE OVER 6" CLASS 2 AGGREGATE BASE 147
4'
5' 3.5' 28' 3.5' 28'
21' 11.3' 10.2' 26'
32.1'
33.5' 6.5' 9' R Drawing No. Drawing Title 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 QPOHGFEDCBA 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 Architect of Record Contractor NOT FOR CONSTRUCTION CLIENT Project HGFEDCBA 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 21 20 19 18 17 JKLMN 21 20 19 18 17 RQPOJKLMN Project Number: 23204 ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 ALAMEDA COUNTY GENERAL SERVICES AGENCY Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT C7.1 DETAILS II DRIVEWAY ENLARGEMENT 1"=5' 3 TRASH ENCLOSURE ENLARGEMENT 1"=5' 4 148
R Drawing No. Drawing Title 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 QPOHGFEDCBA 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 Architect of Record Contractor NOT FOR CONSTRUCTION CLIENT Project HGFEDCBA 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 21 20 19 18 17 JKLMN 21 20 19 18 17 RQPOJKLMN Project Number: 23204 ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 ALAMEDA COUNTY GENERAL SERVICES AGENCY Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT C7.2 DETAILS III WATER VALVE AND VALVE BOX NO SCALE 1 RISER PIPE TO BE PLUMB AND CENTERED OVER VALVE STEM, AND SHALL BE CONSTRUCTED FROM A SINGLE LENGTH OF PIPE, WITH NO JOINT. .25" Min IMPROVED SURFACE FINISHED GRADENON HARDSCAPE AREAIMPROVED SURFACE INSULATED #10 SOLID COPPER TOP VIEW TRACER WIRE WITH 12" PIGTAIL INSIDE VALUE BOX. OUTSIDE RISER PIPE FINISHED GRADE NON HARDSCAPE AREA CLASS "A" CONC. COLLAR PROVIDE PHENOLIC VALVE TAG, 1" X 3" WITH 1/2" TEXT. ATTACHED TO INSIDE OF VALVE RISER WITH STAINLESS WIRE OR NYLON TIE. PRECAST VALVE BOX SET FLUSH WITH STREET SURFACE WITH CAST IRON RING AND COVER MARKED "WATER". CHRISTY G-5 OR EQUAL. WELD VALVE NUMBER IN THE FRAME, 1" TEXT. PAINT BOX & COVER PER UCD STANDARDS. DOMESTIC WATER-BLUE, UTILITY WATER-WHITE 3/16 8" PVC RISER PIPE CONC. COLLAR 5.5" 1.5" 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. 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. 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. 4" THREADED PVC PLUG CHRISTY NO. F-8 OR EQUAL CONCRETE COVER. USE TRAFFIC RATED COVER IN PAVED AREAS. 4" CLEANOUT RISER (NO HUB) FLEXIBLE JOINTS AS NEEDED (TYP.) INSTALL 45° WYE-TEE COMBINATION PLUG (IF NOT CONNECTED) CLEANOUT NO SCALE 2 BACKFLOW PREVENTER NO SCALE 4 EDGE OF CONCRETE PAD 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) GALV. UNION (TYPICAL OF 2) MAINLINE PIPE MALE ADAPTER (TYPICAL OF 2) 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. 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. 12" MIN. 12" MIN. 6" MIN. 6" TYP. 6" MIN.
4"
12" 6" MIN. PIPE FROM POINT-OF-CONNECTION CONCRETE PAD FINISH GRADE 8" MIN. 8" MIN. 6" SQUARE DRAIN INLET NO SCALE 3 A B C
0.17' 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. ALL JOINTS SHALL BE SEALED TO BE WATER TIGHT "ACO DRAIN" S100K POWERDRAIN CHANNEL SECTIONS OR APPROVED EQUAL STORM DRAIN "ACO DRAIN" CATCHBASIN OR APPROVED EQUAL SLOPE CONCRETE COLLAR TO DRAIN 1/4" TYP. SLOPE SLOPE 4" TRENCH DRAIN NO SCALE 5 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. CONCRETE, SEE SHEET C-300 FOR STRUCTURAL SECTION 4" CONCRETE COLLAR SUBGRADE CLASS 2 AGGREGATE BASE 5-#4 CONT. 3500 PSI CONCRETE CURB CUT NO SCALE 6BIORETENTION PROPOSED PAVING EDGE 3:1 SLOPE, MAX. TOE OF SLOPE 3:1 SLOPE, MAX. CONCRETE SECTION REFER TO LANDSCAPE PLANS FOR GROUND TREATMENT 1' TOP OF SLOPE VERTICAL CURB AT CURB CUT-OUTS SLOPE CONCRETE AT CURB CUT OPENING TO MATCH PAVEMENT SLOPE CONCRETE AT CURB CUT-OUTS NO SCALE 9 9 4" CONCRETE OVER 4" 4"-6" COBBLE TO SLOW RUNOFF CLASS 2 AGGREGATE BASE AND PREVENT EROSION TOP OF SLOPE 4" CONCRETE SECTION NOTED ON PLANS 12" 12" 12" 6" 6" CONCRETE CURB AND GUTTER 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. TOE OF SLOPE TOP OF SLOPE SLOPE TO MID SLOPE TO MID PLAN EQ EQ NOTED ON PLANS 6" CONCRETE SECTION 6" PROPOSED GROUND ELEVATION PROPOSED GROUND ELEVATION COBBLE SWALE SECTION EDGE SWALE WITH 8" COBBLES OVER MIRAFI 140N GEOTEXTILE FABRIC. COBBLES SHALL BE FLUSH WITH GRADE TO ALLOW WATER TO FLOW INTO SWALE, TYPICAL. EDGE SWALE WITH 8" COBBLES OVER MIRAFI 140N GEOTEXTILE FABRIC. COBBLES SHALL BE FLUSH WITH GRADE TO ALLOW WATER TO FLOW INTO SWALE, TYPICAL. 12" AREA DRAIN NO SCALE 7 CATCH BASIN AND ADA COMPLIANT GRATE IN CONCRETE AREAS FINISH GRADE DRAIN PIPE, REFER TO UTILITY PLANS BACKFILL MATERIAL PER SPECS. PLACED UNIFORMLY IN 12" LIFTS AND COMPACTED, 85% RELATIVE DENSITY IN PLANTER AREAS. UNDISTURBED OR RECOMPACTED SUBGRADE. NYLOPLAST CATCH BASIN ATRIUM GRATE IN SHRUB / GROUNDCOVER AREAS, FLAT CAST IRON GRATE IN TURF, CONCRETE, OR PAVED AREAS ALONG PATH OF TRAVEL, GRATE OPENINGS SHALL NOT EXCEED 1/4" AND SHALL BE FLUSH WITH GROUND SURFACE SLOPE TO DRAIN, 1.0% MIN. IN PLANTER AREAS ADROP INLET MODEL NO. B WEIGHT MODEL NO. C WEIGHT EXTENSION A CB UP TO 6'-0" INSIDE DEPTH 24"X36"CATCH BASIN (JENSEN PRECAST MODEL 2436-HDI-36, OR EQUAL) NO SCALE 8 149
R Drawing No. Drawing Title 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 QPOHGFEDCBA 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 Architect of Record Contractor NOT FOR CONSTRUCTION CLIENT Project HGFEDCBA 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 21 20 19 18 17 JKLMN 21 20 19 18 17 RQPOJKLMN Project Number: 23204 ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 ALAMEDA COUNTY GENERAL SERVICES AGENCY Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT C7.3 DETAILS IV VALVE BOX INSTALLATION DUBLIN SAN RAMON SERVICES DISTRICT DWG W-1 NO SCALE 1 CONCRETE THRUST BLOCKS DUBLIN SAN RAMON SERVICES DISTRICT DWG W-2 NO SCALE 2 CONCRETE THRUST BLOCKS FOR VERTICAL BENDS DUBLIN SAN RAMON SERVICES DISTRICT DWG W-3 NO SCALE 3 VALVE NUT EXTENSION DUBLIN SAN RAMON SERVICES DISTRICT DWG W-4 NO SCALE 4 FIRE HYDRANT INSTALLATION DUBLIN SAN RAMON SERVICES DISTRICT DWG W-6 NO SCALE 5 3" METER INSTALLATIONS DUBLIN SAN RAMON SERVICES DISTRICT DWG W-20 NO SCALE 11 1 1/2" - 2" SERVICE INSTALLATION DUBLIN SAN RAMON SERVICES DISTRICT DWG W-8 NO SCALE 6 4" BLOW-OFF ASSEMBLY 6", 8", 10" AND 12" MAINS DUBLIN SAN RAMON SERVICES DISTRICT DWG W-9 NO SCALE 7 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 8 TEMPORARY SAMPLE TAPS FOR NEW CONSTRUCTION DUBLIN SAN RAMON SERVICES DISTRICT DWG W-18 NO SCALE 9 METER BOX INSTALLATIONS 5/8 INCH TO 2 INCH DUBLIN SAN RAMON SERVICES DISTRICT DWG W-19 NO SCALE 10 BACKFLOW PREVENTER INSTALLATION 3/4" TO 2" DUBLIN SAN RAMON SERVICES DISTRICT DWG W-21 NO SCALE 12 2 1/2" TO 10" REDUCED PRESSURE BACKFLOW PREVENTION DEVICE DUBLIN SAN RAMON SERVICES DISTRICT DWG W-22 NO SCALE 13 DOUBLE DETECTOR CHECK FOR 2" - 10" FIRE LINES ABOVE GROUND INSTALLATION DUBLIN SAN RAMON SERVICES DISTRICT DWG W-23 NO SCALE 14 DOUBLE DETECTOR FOR 2" - 10" FIRE LINES ABOVE GROUND INSTALLATION (OPTIONAL) DUBLIN SAN RAMON SERVICES DISTRICT DWG W23A NO SCALE 15 150
R Drawing No. Drawing Title 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 QPOHGFEDCBA 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 Architect of Record Contractor NOT FOR CONSTRUCTION CLIENT Project HGFEDCBA 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 21 20 19 18 17 JKLMN 21 20 19 18 17 RQPOJKLMN Project Number: 23204 ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 ALAMEDA COUNTY GENERAL SERVICES AGENCY Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT C7.4 DETAILS V FIBERGLASS ENCLOSURE FOR BACKFLOW PREVENTER DUBLIN SAN RAMON SERVICES DISTRICT DWG W-25 NO SCALE 1 AIR RELEASE & VACUUM RELIEF VALVE VENT COVER DUBLIN SAN RAMON SERVICES DISTRICT DWG W-27 NO SCALE 2 TYPICAL SIDE SEWER INSTALLATION DUBLIN SAN RAMON SERVICES DISTRICT DWG S-8 NO SCALE 3 TYPICAL OVERFLOW RELIEF VALVE INSTALLATION DUBLIN SAN RAMON SERVICES DISTRICT DWG S-8A NO SCALE 4 LATERAL SEWER CONNECTION TO EXISTING SEWER MAIN DUBLIN SAN RAMON SERVICES DISTRICT DWG S-9 NO SCALE 5 SITE ENTRANCE SIGNAGE - R100B CITY OF DUBLIN CALIFORNIA DWG CD-113 NO SCALE 11 SIDE SEWER CLEANOUT RISER DUBLIN SAN RAMON SERVICES DISTRICT DWG S-10 NO SCALE 6 GREASE AND SAND TRAP FOR TRASH ENCLOSURES DUBLIN SAN RAMON SERVICES DISTRICT DWG S-12A NO SCALE 7 STANDARD TRENCH SECTION FOR WATER AND SEWER MAINS AND SIDE SEWER INSTALLATIONS DUBLIN SAN RAMON SERVICES DISTRICT DWG G-1 NO SCALE 8 CLOSE CROSSING DETAIL DUBLIN SAN RAMON SERVICES DISTRICT DWG G-3 NO SCALE 9 CLEARANCE REQUIREMENTS FOR WATER MAINS FROM OTHER UTILITIES AND STRUCTURES DUBLIN SAN RAMON SERVICES DISTRICT DWG G-6 NO SCALE 10 CURB AND GUTTER CITY OF DUBLIN CALIFORNIA DWG CD-300 NO SCALE 12 SIDEWALK REPLACEMENT WITH DOWELS CITY OF DUBLIN CALIFORNIA DWG CD-303 NO SCALE 13 TRENCH BACKFILLING AND RESURFACING CITY OF DUBLIN CALIFORNIA DWG CD-801 NO SCALE 14 TRENCH BACKFILLING AND RESURFACING CITY OF DUBLIN CALIFORNIA DWG CD-801 NO SCALE 15 151
R Drawing No. Drawing Title 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 QPOHGFEDCBA 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 Architect of Record Contractor NOT FOR CONSTRUCTION CLIENT Project HGFEDCBA 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 21 20 19 18 17 JKLMN 21 20 19 18 17 RQPOJKLMN Project Number: 23204 ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 ALAMEDA COUNTY GENERAL SERVICES AGENCY Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT C7.5 DETAILS VI PRECAST MANHOLE, TYPE I BASE, FRAME & COVER CITY OF DUBLIN CALIFORNIA CD-407 NO SCALE 1 PRECAST MANHOLE, TYPE I BASE, FRAME & COVER CITY OF DUBLIN CALIFORNIA CD-407 NO SCALE 2 PRECAST MANHOLE, TYPE I BASE, FRAME & COVER CITY OF DUBLIN CALIFORNIA CD-407 NO SCALE 3 DRIVEWAY DETAILS COUNTY OF ALAMEDA PUBLIC WORKS AGENCY DWG SD-313 NO SCALE 4 152
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ONLY R Drawing No. Drawing Title 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 QPOHGFEDCBA 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 Architect of Record Contractor NOT FOR CONSTRUCTION CLIENT Project HGFEDCBA 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 21 20 19 18 17 JKLMN 21 20 19 18 17 RQPOJKLMN Project Number: 23204 ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 ALAMEDA COUNTY GENERAL SERVICES AGENCY Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Know what's below. Callbefore you dig. R C8.0 STORMWATER MANAGEMENT PLAN GLEASON DRIVE TRAINING TOWER TRAINING AREA CLASSROOM BUILDING 10' 20' SCALE: 1"=20' 0' 40' HEAVY DUTY ASPHALT PAVEMENT LIGHT DUTY ASPHALT PAVEMENT PEDESTRIAN CONCRETE HEAVY DUTY CONCRETE LIGHT DUTY VEHICULAR CONCRETE RESILIENT SAFETY SURFACING TILES 3" THICK COMPACTED GRAVEL SCBA/ RR LEGEND BIORETENTION AREA OR PLANTER LANDSCAPED AREA INFILTRATION TRENCH (MODIFIED) DRAINAGE MANAGEMENT AREA (DMA) BOUNDARY DMA DRAINAGE MANAGEMENT AREA (DMA) FLOW DIRECTION ROOF 153
MIRAFI 140N OR APPROVED EQUAL R Drawing No. Drawing Title 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 QPOHGFEDCBA 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 Architect of Record Contractor NOT FOR CONSTRUCTION CLIENT Project HGFEDCBA 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 21 20 19 18 17 JKLMN 21 20 19 18 17 RQPOJKLMN Project Number: 23204 ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 ALAMEDA COUNTY GENERAL SERVICES AGENCY Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT C8.1 STORM WATER TREATEMENT DETAILS INFILTRATION TRENCH (MODIFIED) DETAIL NO SCALE 12" AGGREGATE SURFACE LAYER 18" SAND LAYER 18" DRAIN ROCK LAYER PERFORATED SUBDRAIN PIPE IN FILTER FABRIC SLEEVE 18" 18" 12"3:1 SLOPE, MAX. 3:1 SLOPE, MAX. 154
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CATV L L WM BF MV CR 112" 112" 112" 112" 112" 112" 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, semi-rigid mesh tube. Check Valve, Purple Grate, and Sand Sock. 1401 0.25 GPM, two per tree, typical. 104 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Rain Bird XCZ-100-PRB-R Wide Flow Drip Control Kit. Purple Cap. Non-Potable Use. 1in. PESBR Valve and 1in. Pressure Regulating 40psi Basket Filter. 5-20 GPM. With 150 mesh stainless steel screen. 11 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 1in. Low Flow Valve, 3/4in. Pressure Regulating RBY Filter, and 30psi Pressure Regulator. With 150 mesh stainless steel screen. 3 Rain Bird MDCFPCAP Dripline Flush Valve purple cap in compression fitting coupler. For non-potable water use. 15 Rain Bird ARV050 1/2in. Air Relief Valve, 15 Rain Bird OPERIND Drip System Operation Indicator. 15 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. 5,088 l.f. 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. 8,468 l.f. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Rain Bird PESBR 1in., 1-1/2in., and 2in. Durable. Purple Flow Control Handle. 9 Rain Bird 44-NP 1in. Brass Quick-Coupling Valve, Locking Non-Potable Purple Rubber Cover, and 2-Piece Body. 12 Nibco T-113 Class 125 bronze gate shut off valve with wheel handle, same size as mainline pipe diameter at valve location. 6 Superior 3100-RW 1-1/2" Normally Open Brass Master Valve that Provides Dirty Water Protection. With Purple Cross Handle for Reclaimed Water Use. 1 Zurn 975XL2 1-1/2" Reduced Pressure Backflow device. Leed-free. 1 Rain Bird ESPLXIVM-LXMM 60 Station, 2-Wire Controller w/ Smart Valve Technology. (1) ESPLXIVM 60-Station, Indoor/Outdoor, Plastic Wall-Mount Enclosure. Installed in LXMM Powder Coated, Metal Wall-Mounted Cabinet. 1 Rain Bird FD-101TURF Field Decoder for Two-Wire system. Install in valve box for valve. Operates one valve/solenoid. Use line surge protection as per manufacturerft.s directions. 25 Rain Bird LSP-1TURF Line surge protection decoder directly to the ground rod or ground plate6 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 Wireless Rain/Freeze Sensor. Mounted on enclosure. 1 Creative Sensor Technology FSI-B15-001 1.5in. Brass tee type flow sensor w/FIPT threads, Bronze alloy mounting tee and ultra lightweight impeller. 2 wire digital output compatible w/all irrigation controllers. 1 Water Meter 3/4" Irrigation Point of Connection: connect to existing 3/4" recycled water meter. 1 Irrigation Mainline: PVC Schedule 40 (1 1/2") 1,089 l.f. Irrigation Mainline: Type K Copper Pipe (1 1/2") 10.6 l.f. 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. 795.6 l.f. 1401 1402 1404 OMV BFCDLSRWM #" # Valve Number Valve Size Valve Flow Valve Callout # IRRIGATION LEGEND R Drawing No. Drawing Title 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 QPOHGFEDCBA 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 Architect of Record Contractor NOT FOR CONSTRUCTION CLIENT Project HGFEDCBA 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 21 20 19 18 17 JKLMN 21 20 19 18 17 RQPOJKLMN Project Number: 23204 ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 ALAMEDA COUNTY GENERAL SERVICES AGENCY Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Know what's below. Callbefore you dig. R L1.0 IRRIGATION PLAN 10' 20' SCALE: 1"=20' 0' 40' GLEASON DRIVE TRAINING TOWERTRAINING AREA CLASSROOM BUILDING 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. NORBUTAS, JR., RLA 5595 IRRIGATION POINT OF CONNECTION: CONNECT TO EXISTING 3/4" RECYCLED WATER METER. ACTUAL LOCATION. PROPOSED TREES REFERENCE EXISTING TREES REFERENCE WATER METER TO BACKFLOW PREVENTER TO BE 1 1/2" COPPER TYPE K MAINLINE 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. 155
R Drawing No. Drawing Title 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 QPOHGFEDCBA 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 Architect of Record Contractor NOT FOR CONSTRUCTION CLIENT Project HGFEDCBA 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 21 20 19 18 17 JKLMN 21 20 19 18 17 RQPOJKLMN Project Number: 23204 ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 ALAMEDA COUNTY GENERAL SERVICES AGENCY Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT L1.1 IRRIGATION I WILL COMPLY WITH THE CRITERIA OF THE MODEL CALCULATIONS WATER EFFICIENT LANDSCAPE ORDINANCE AND APPLY THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE AND IRRIGATION DESIGN PLANS. ROBERT J. NORBUTAS, JR., RLA 5595 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. 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 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 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: HYDROZONE CALCULATION REFERENCE ESTIMATED TOTAL WATER USE (ETWU) MAXIMUM APPLIED WATER ALLOWANCE (MAWA) IRRIGATION SCHEDULING NOTE REFERENCE SCHEDULE HYDROZONE INFORMATION TABLE REFERENCE DATA LANDSCAPE SUMMARY TOTAL IRRIGATED LANDSCAPE AREA XXXX SF MAXIMUM APPLIED WATER ALLOWANCE (MAWA) XXXX GALLON/YR ESTIMATED TOTAL WATER USE (ETWU) XXXX GALLON/YR 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. 156
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ONLY SYMBOL CODE BOTANICAL / COMMON NAME CONT QTY TREES 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 48"box 8 MEL QUI Melaleuca quinquenervia / Paperbark Tree 24"box 8 SCH MOL Schinus molle / California Pepper 36"box 6 TREE LEGENDBARK 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. R Drawing No. Drawing Title 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 QPOHGFEDCBA 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 Architect of Record Contractor NOT FOR CONSTRUCTION CLIENT Project HGFEDCBA 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 21 20 19 18 17 JKLMN 21 20 19 18 17 RQPOJKLMN Project Number: 23204 ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 ALAMEDA COUNTY GENERAL SERVICES AGENCY Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Know what's below. Callbefore you dig. R L2.0 TREE PLAN 10' 20' SCALE: 1"=20' 0' 40' GLEASON DRIVE TRAINING TOWER TRAINING AREA CLASSROOM BUILDING 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. NORBUTAS, JR., RLA 5595 EXISTING TREES TO REMAIN AND BE PROTECTED DURING CONSTRUCTION 157
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CATV L L WM SYMBOL CODE BOTANICAL / COMMON NAME CONT WATER USE QTY SHRUB & GROUNDCOVER LEGEND LARGE SHRUBS CAR ELI Carpenteria californica 'Elizabeth' / Elizabeth Bush Anemone 5 gal M 51 CIS PUR Cistus x purpureus / Orchid Rockrose 5 gal L 45 GRE GOR Grevillea x 'Robyn Gordon' / Robyn Gordon Grevillea 15 gal L 5 HET ARB Heteromeles arbutifolia / Toyon 15 gal L 1 RIB SPE Ribes speciosum / Fuchsia Flowering Gooseberry 5 gal L 3 MEDIUM SHRUBS AGA VIL 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 MYR VA2 Myrtus communis 'Variegata' / Variegated Common Myrtle 15 gal L 22 TEU AZU Teucrium fruticans 'Azureum' / Azure Bush Germander 5 gal L 32 SMALL SHRUBS ASP DEN 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 Rye1 gal L 51 LOM IRA Lomandra longifolia 'Breeze' / Breeze™ Mat Rush 1 gal L 488 SYMBOL CODE BOTANICAL / COMMON NAME CONT WATER USE QTY 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 VINE HAR TRE Hardenbergia violacea 'Happy Wanderer' / Lilac Vine Trellis 15 gal M 16 GROUNDCOVERS EPI EV2 Epilobium canum latifolium 'Everett's Choice' / Everett's California Fuchsia 1 gal L 23 HEL WIS Helianthemum nummularium 'Wisley Pink' / Wisley Pink Sunrose 1 gal L 54 LIR BIG Liriope muscari 'Big Blue' / Big Blue Lilyturf 1 gal M 89 MYO FI2 Myoporum parvifolium 'Fine Leaf Form' / Fine Leaf Trailing Myoporum1 gal L 75 SEN BLU Senecio mandraliscae 'Blue Chalk Sticks' / Senecio 1 gal L 42 TEU CHA Teucrium chamaedrys / Germander 1 gal L 123 R Drawing No. Drawing Title 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 QPOHGFEDCBA 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 Architect of Record Contractor NOT FOR CONSTRUCTION CLIENT Project HGFEDCBA 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 21 20 19 18 17 JKLMN 21 20 19 18 17 RQPOJKLMN Project Number: 23204 ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 ALAMEDA COUNTY GENERAL SERVICES AGENCY Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Know what's below. Callbefore you dig. R L2.1 SHRUB & GROUNDCOVER PLAN 10' 20' SCALE: 1"=20' 0' 40' GLEASON DRIVE TRAINING TOWER TRAINING AREA CLASSROOM BUILDING 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. NORBUTAS, JR., RLA 5595 PROPOSED TREES REFERENCE EXISTING TREES REFERENCE 158
R Drawing No. Drawing Title 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 QPOHGFEDCBA 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 Architect of Record Contractor NOT FOR CONSTRUCTION CLIENT Project HGFEDCBA 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 21 20 19 18 17 JKLMN 21 20 19 18 17 RQPOJKLMN Project Number: 23204 ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 ALAMEDA COUNTY GENERAL SERVICES AGENCY Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT L3.0 LANDSCAPE DETAILS I 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. 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 . MASTER VALVE AND FLOW SENSOR LAYOUT NO SCALE 3 FLOW SENSOR FLOW RUN MAINLINE PIPE FROM BACKFLOW PREVENTION DEVICE MASTER VALVE MAINLINE PIPE TO IRRIGATION SYSTEM SCH. 40 PVC REDUCER 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. SCH. 40 PVC COUPLING FLOW 10X DIA. OF PIPE 5X DIA. OF PIPE FLOW MASTER VALVE AND FLOW SENSOR LAYOUT NO SCALE 2 FLOW SENSOR AND BODY FINISH GRADE CONTROL WIRES WITH TWELVE INCH (12") MIN. EXPANSION COIL CONTROL WIRES WITH TWELVE INCH (12") MIN. EXPANSION COIL RECTANGULAR VALVE BOX WITH LOCKING LID FOUR (4) 4"X8" BRICKS FOUR (4) 4"X8" BRICKS MASTER VALVE 3" THICK LAYER OF PEA GRAVEL OR SCH. 80 PVC MALE APPROVED EQUAL ADAPTER SCH 40 PVC 45 DEG. ELBOW 38" WELDED WIRE MESH IRRIGATION MAINLINE TO FLOW SENSOR SCH 40 PVC BUSHING REDUCER SCH 40 PVC 45 DEG. ELBOW 10X PIPE DIA. MIN. 5X PIPE DIA TO NEXT FITTING ALL IRRIGATION PRODUCTS SHALL BE INSTALLED WITH (NP) NON-POTABLE PRODUCTS AND REQUIRED LABELING. ALL IRRIGATION PRODUCTS SHALL BE INSTALLED WITH (NP) NON-POTABLE PRODUCTS AND REQUIRED LABELING. ALL IRRIGATION PRODUCTS SHALL BE INSTALLED WITH (NP) NON-POTABLE PRODUCTS AND REQUIRED LABELING. 8" GALVANIZED TUBING STAKE. 17MM BARBED ELL, TYP. OF 2 POLYETHYLENE DISTRIBUTION TUBING 17mm BARBED MANUAL SHUTOFF VALVE POLYETHYLENE DISTRIBUTION TUBING COMMON BRICK, 3 TOTAL PLACED CENTER ON VALVE BOX EDGE 3/4" ANGULAR DRAIN ROCK FINISHED GRADE MANUAL FLUSH VALVE NO SCALE 13 ALL IRRIGATION PRODUCTS SHALL BE INSTALLED WITH (NP) NON-POTABLE PRODUCTS AND REQUIRED LABELING. REMOTE CONTROL VALVE-DRIP NO SCALE 11 ALL IRRIGATION PRODUCTS SHALL BE INSTALLED WITH (NP) NON-POTABLE PRODUCTS AND REQUIRED LABELING. NOTES: 1. MIN. AND MAX. FLOW RATE - PER MANUFACTURER. 2. (*) PARTS IN DRIP ZONE KIT. 3. INSTALL WIRE MESH UNDER GRAVEL. LOCKING VALVE BOX VALVE LABEL FOR # ON CONTROLLER FINISH GRADE CONTROL WIRES SCH 40 PVC MALE ADAPTER SCH 40 PVC ELL (SxS) SCH 40 BALL VALVE (*) CONTROL WIRES TO CONTROLLER PVC MAINLINE FITTING BRICK SUPPORTS (4 COMMON BRICKS REQUIRED) LATERAL LINE TO DRIP SYSTEM SCH 80 PVC UNION 25 PSI PRESSURE REGULATOR 3" MIN. 2" IN PLANTING AREA, FLUSH IN TURF AIR RELIEF VALVE NO SCALE 14 FINISHED GRADE MULCH LOCKING VALVE BOX 12" AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINTS IN DRIP ZONE PVC SCH 40 FEMALE ADAPTER POLYETHYLENE DISTRIBUTION TUBING BRICK (1 OF 2) PVC SCH 40 TEE 2" IN PLT. AREA, FLUSH IN TURF 3" MIN. STAKE GATE VALVE NO SCALE 4 LOCKING VALVE BOX 2" IN PLT. AREA, FLUSH IN TURF PVC PIPING MALE ADAPTER GATE VALVE 10" DIA. CLASS 160 SLEEVING FINISHED GRADE 3" MIN. 3/4" GRAVEL DRAIN ROCK PIPE SLEEVE WITH 90 ELBOW NO SCALE 5 TEMPORARY 90 DEG PVC ELBOW TEMPORARY MARKER. TO BE REMOVED WHEN PIPE IS INSTALLED. 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. 24" MIN. 24" MIN. SCH 40 PVC PIPE TOP OF SLEEVE TO BE PLACED A MINIMUM OF 3" BELOW THE BOTTOM OF THE ROAD BASE. 12" MIN. 12" 12"
12" MIN. 12" VALVE BOX NO SCALE 69"X10" CIRCULAR VALVE BOX 14"X19" RECTANGULAR VALVE BOX 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. PIPE AND WIRE TRENCHING NO SCALE 7 RUN WIRING BENEATH AND BESIDE MAINLINE. TAPE AND BUDLE AT 10' INTERVALS. ALL SOLVENT WELD PLASTIC PIPING TO BE SNAKED IN TRENCH AS SHOWN. HARDSCAPE 24" MIN.
24" MIN.
12" MIN.
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24" 6" MIN. 4"-6" 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. TIE A 24" LOOP IN ALL WIRING AT CHANGES OF DIRECTION OF 30° OR GREATER. UNTIE AFTER ALL CONNECTIONS HAVE BEEN MADE. PLAN VIEW SLEEVING UNDER HARDSCAPE MAINLINE LATERAL AND WIRING MAINLINE PIPE LATERAL PIPE LATERAL PIPE WIRING QUICK COUPLER NO SCALE 8 NOTES: 1. FITTINGS TO BE SAME SIZE AS QUICK COUPLING VALVE. 4" MAX. LOCKING VALVE BOX 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 2" IN PLT. AREA, FLUSH IN TURF REMOTE CONTROL VALVE WITH BALL VALVE NO SCALE 9 NOTE: CONTRACTOR SHALL STABILIZE VALVE DURING INSTALLATION UNTIL BACKFILL IS COMPLETE. SCH 80 NIPPLE LOCKING VALVE BOX CONTROL WIRE ELECTRIC VALVETRUE-UNION BALL VALVE WITH THREADED ENDS SCH 80 NIPPLE SCH 80 NIPPLE MAINLINE MAINLINE FITTING, SEE SPECS. FINISHED GRADE BRICK (TYP. OF 4) 2" IN PLANTING AREA, FLUSH IN TURF 3" MIN. 12" 3" DEEP ROOT WATERING SYSTEM NO SCALE 10 BUBBLER (0.50 GPM) ROOT WATERING SYSTEM (INCLUDES BUBBLER AND GRATE) FINISHED GRADE-IN PLANTERS OR BOTTOM OF TREE GRATE IN TREE WELLS. PEA GRAVEL - 12" TO 34" 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. TOP VIEW BUBBLERTREE ROOT BALL I.P.S. FLEX HOSE SCH 40 PVC PVC SCH 40 TEE PVC LATERAL BUBBLER 2" IN PLANTING AREA, FLUSH IN TURF 1/2" PVC STREET ELLS (3) LATERAL PIPE LATERAL TEE OR ELL FINISH GRADE SCH 80 NIPPLE 12" POPUP BODY INDICATOR POP-UP PA-80 ADAPTER WITH SCHEDULE 40 THREADED CAP MULCH DRIP SYSTEM OPERATION INDICATOR NO SCALE 12 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. 3" MIN. LOCKING VALVE BOX 2" IN PLT. AREA, FLUSH IN TURF MULCH WALL-MOUNTED CONTROLLER NO SCALE 1 18 GAUGE
WIRE. 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. 12" DIAMETER RIGID STEEL CONDUIT FOR 110 VAC ELECTRICAL SOURCE. INSTALL PER LOCAL ELECTRICAL CODES. CONTROLLER AS SPECIFIED. SECURELY BOLT CONTROLLER TO WALL. INSTALL BACKUP BATTERIES AS REQUIRED. GROUND AS PER MFG. SPECIFICATIONS. SET CONTROLLER 60" ABOVE FINISHED GRADE UNLESS OTHERWISE NOTED. BUILDING FINISH FLOOR 14 GAUGE WIRE
TO VALVES
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R Drawing No. Drawing Title 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 QPOHGFEDCBA 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 Architect of Record Contractor NOT FOR CONSTRUCTION CLIENT Project HGFEDCBA 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 21 20 19 18 17 JKLMN 21 20 19 18 17 RQPOJKLMN Project Number: 23204 ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 ALAMEDA COUNTY GENERAL SERVICES AGENCY Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT L3.1 LANDSCAPE DETAILS II ON-SURFACE DRIPLINE - END FEED LAYOUT NO SCALE 3 ON-SURFACE DRIPLINE - IRREGULAR SHAPED LAYOUT NO SCALE 4 ON-SURFACE DRIPLINE - CURVED EDGE LAYOUT NO SCALE 5 PRE-INSTALLED BARB FITTING FLUSH POINT WITH PVC CAP OR OPTIONAL PVC BALL VALVE PREFABRICATED DRIPLINE HEADER PERIMETER OF AREA FLUSH POINT WITH PVC CAP OR OPTIONAL BALL VALVE TIE-DOWN STAKES PVC DRIP MANIFOLD FROM VALVE (SIZED TO MEET LATERAL FLOW DEMAND) PER MANUFACTURER'S SPECIFICATIONS 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. PREFABRICATED DRIPLINE HEADER PRE-INSTALLED BARB FITTING OPERATION INDICATOR PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA ON-SURFACE DRIPLINE INSET A INSET A STAINLESS STEEL CLAMP PVC SCH 40 ELL PVC SCH 40 RISER PIPE PRE-INSTALLED BARB FITTING PREFABRICATED DRIPLINE HEADER MALE ADAPTER INSERT MULCH DRIP MANIFOLD BURIAL DEPTH 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. 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) ON-SURFACE DRIPLINE TIE-DOWN STAKES INSET A PVC SCH 40 ELL MALE ADAPTER INSERT PVC SUPPLY MANIFOLD PREFABRICATED DRIPLINE HEADER MULCH STAINLESS STEEL CLAMP INSET A PRE-INSTALLED BARB FITTING FLUSH POINT WITH PVC CAP OR OPTIONAL PVC BALL VALVE TOTAL LENGTH OF SELECTED DRIPLINE SHOULD NOT EXCEED LENGTH PER MANUFACTURER BARB X BARB INSERT TEE OR CROSS PRE-INSTALLED BARB FITTING PREFABRICATED DRIPLINE HEADER PREFABRICATED DRIPLINE HEADER PVC RISER PIPE PERIMETER OR AREA 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. 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.INSET A PVC SCH 40 ELL MALE ADAPTER INSERT PVC SUPPLY MANIFOLD PREFABRICATED DRIPLINE HEADER MULCH STAINLESS STEEL CLAMP PRE-INSTALLED BARB FITTING DRIP MANIFOLD BURIAL DEPTH FLUSH POINT WITH PVC CAP OR OPTIONAL PVC BALL VALVE TOTAL LENGTH OF SELECTED DRIPLINE SHOULD NOT EXCEED LENGTH PER MANUFACTURER BARB X BARB INSERT TEE OR CROSS FLUSH POINT WITH PVC CAP OR OPTIONAL PVC BALL VALVE PERIMETER DRIPLINE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA PVC SUPPLY PIPE FROM VALVE (SIZED TO MEET LATERAL FLOW DEMAND) ON-SURFACE DRIPLINE TIE-DOWN STAKES PRE-INSTALLED BARB FITTING PREFABRICATED DRIPLINE HEADER OPERATION INDICATOR PERIMETER OF AREA PREFABRICATED DRIPLINE HEADER DRIP MANIFOLD BURIAL DEPTH PVC RISER PIPE ON-SURFACE DRIPLINE - TYPICAL ISLAND LAYOUT NO SCALE 6 INSET A STAINLESS STEEL CLAMP PVC SCH 40 ELL PVC SCH 40 RISER PIPE PRE-INSTALLED BARB FITTING PREFABRICATED DRIPLINE HEADER MALE ADAPTER INSERT MULCH DRIP MANIFOLD BURIAL DEPTH INSET A PRE-INSTALLED BARB FITTING PVC SCH 40 CAP PREFABRICATED DRIPLINE HEADER PERIMETER OF AREA PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA TIE-DOWN STAKES OPERATION INDICATOR 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. 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. PVC DRIP MANIFOLD FROM CONTROL VALVE KIT (SIZED TO MEET LATERAL FLOW DEMAND) PERIMETER OF AREA OPERATION INDICATOR FLUSH POINT (TYPICAL) - SEE MANUFACTURER'S SPECIFICATIONS FOR FLUSH POINT INSTALLATION BARB X BARB INSERT TEE OR ELL ON-SURFACE DRIPLINE PVC SUPPLY MANIFOLD PVC SCH 40 TEE OR ELL PVC SCH 40 SLEEVE PIPE SIZED TWICE THE SIZE OF MANIFOLD PIPE SIZE PVC SCH 40 SLEEVE PIPE SIZED TWICE THE SIZE OF MANIFOLD PIPE SIZE PVC RISER PIPE PAVEMENT AND CURB INSET B INSET B ON-SURFACE DRIPLINE STAKING NO SCALE 1 MULCH INLINE DRIP EMITTER OUTLET TIE DOWN STAKE: WITH BEND (TYPICAL) FINISH GRADE COMPRESSION TEE 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 ON-SURFACE DRIPLINE - DRIPLINE RISER ASSEMBLY NO SCALE 2NOTE: 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. BARB COUPLING 17X17MM MULCH ON-SURFACE DRIPLINE TIE DOWN STAKE: WITH BEND (TYPICAL) FINISH GRADE INLINE DRIP EMITTER OUTLET, SEE PLANS FOR DRIPLINE OUTLET SPACING BARB TEE 17X17X17MM PVC LATERAL SUPPLY HEADER PVC TEE SXSXT BLANK DRIP TUBING LENGTH AS REQUIRED BARB MALE ADAPTER: 17MM X 12" MPT / 17MM X 34" MPT BARB ELBOW 17X17MM ON-SURFACE DRIPLINE - CENTER FEED LAYOUT NO SCALE 7NOTE: 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. PREFABRICATED DRIPLINE HEADER FLUSH POINT WITH PVC CAP OR OPTIONAL PVC BALL VALVE PRE-INSTALLED BARB FITTING OPERATION INDICATOR PERIMETER DRIPLINE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA PERIMETER OF AREA FLUSH POINT WITH PVC CAP OR OPTIONAL PVC BALL VALVE PVC SUPPLY PIPE FROM VALVE (SIZED TO MEET LATERAL FLOW DEMAND) PREFABRICATED DRIPLINE HEADER ON-SURFACE DRIPLINE INSET A PVC SCH 40 ELL PVC SCH 40 RISER PIPE PVC SUPPLY PIPE FROM VALVE (SIZED TO MEET LATERAL FLOW DEMAND) PRE-INSTALLED BARB FITTING PREFABRICATED DRIPLINE HEADER MULCH BARB X BARB INSERT TEE BLANK TUBING INSET A STAINLESS STEEL CLAMP DRIP MANIFOLD BURIAL DEPTH 2-WIRE DECODER WIRING DIAGRAM NO SCALE 8 NOTE: 1. MAXIMUM LENGTH OF SECONDARY WIRE PATH (14 AWG) FROM DECODER TO SOLENOID IS 450 FEET. DECODER BLUE WHITE DIRECT BURIAL WIRE CONNECTORS SOLENOID WIRE SOLENOID WIRE SOLENOID (VALVE), MASTER VALVE, OR BOOSTER PUMP / VALVE (MAXIMUM 1) WHITE BLUE COMMUNICATION CABLE DECODER COMMUNICATION CABLE DIRECT BURIAL WIRE CONNECTORS 2-WIRE VALVE DECODER CONNECTION NO SCALE 11 12-INCH VALVE BOX WITH COVER FINISH GRADE BLUE WIRE FROM FIELD DECODER (1 OF 2) FIELD DECODER WHITE WIRE FROM FIELD DECODER (1 OF 2) DIRECT BURIAL WIRE CONNECTOR (1 OF 4) SOLENOID WIRE (1 OF 2) COMMUNICATION WIRE TO NEXT DEVICE (FIELD DECODER, SENSOR DECODER, LINE SURGE PROTECTOR OR IRRIGATION CONTROLLER) TWO-WIRE CABLE TO NEXT DEIVCE (FIELD DECODER, SENSOR DECODER, LINE SURGE PROTECTOR OR IRRIGATION CONTROLLER) BRICK (1 OF 4) PVC MAINLIN PIPE 3-INCH MINIMUM DEPTH OF 3/4-INCHED WASHED GRAVEL PVC LATERAL PIPE REMOTE CONTROL VALVE 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. 3" MIN. FIELD DECODER CONNECTION NO SCALE 9 BLUE WIRE FROM DECODER TO DIRECT BURIAL WIRE CONNECTOR BRICK (1 OF 2) COMMUNICATION WIRE TO NEXT DEVICE (FIELD DECODER, SENSOR DECODER, LINE SURGE PROTECTOR OR IRRIGATION CONTROLLER) FINISH GRADE GROUNDING ROD: 10 OHMS OR LESS GREEN/YELLOW WIRE FROM DECODER TO GROUNDING ROD BRASS CLAMPS (1OF 2) TWO-WIRE CABLE TO NEXT DEVICE (FIELD DECODER, SENSOR DECODER, LINE SURGE PROTECTOR OR IRRIGATION CONTROLLER) 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL LINE SURGE PROTECTOR 10-INCH VALVE BOX WITH COVER 2-WIRE FLOW SENSOR DECODER CONNECTION NO SCALE 10 FLOW SENSOR FINISH GRADE 12-INCH VALVE BOX WITH COVER FLOW SENSOR WIRE (1 0F 2) GREEN/YELLOW WIRE FROM DECODER TO GROUNDING ROD BRASS CLAMP (1 OF 2) SENSOR DECODER GROUND WIRE FROM DECODER TO DIRECT BURIAL WIRE CONNECTOR (1 OF 2) DIRECT BURIAL WIRE CONNECTOR TWO-WIRE CABLE TO NEXT DEVICE (FIELD DECODER, SENSOR DECODER, LINE SURGE PROTECTOR OR IRRIGATION CONTROLLER) COMMUNICATION WIRE TO NEXT DEVICE (FIELD DECODER, SENSOR DECODER, LINE SURGE PROTECTOR OR IRRIGATION CONTROLLER) BRICK (1 OF 4) 3-INCH MINIMUM DEPTH OF 3.4-INCH WASHED GRAVEL GROUNDING ROD PVC MAINLINE PIPE BLACK WIRE FROM DECODER TO FLOW SENSOR RED WIRE FROM SD-210TURF FLOW SENSOR BLUE WIRE FROM DECODER (1 OF 2) 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). 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. 160
R Drawing No. Drawing Title 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 QPOHGFEDCBA 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 Architect of Record Contractor NOT FOR CONSTRUCTION CLIENT Project HGFEDCBA 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 21 20 19 18 17 JKLMN 21 20 19 18 17 RQPOJKLMN Project Number: 23204 ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 ALAMEDA COUNTY GENERAL SERVICES AGENCY Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT L3.2 LANDSCAPE DETAILS III NOTE: 1. MULCH SHALL NOT BE WITHIN 6" OF THE TRUNK OF THE TREE. 2. PLANT FERTILIZER TABLET QUANTITY AND PLACEMENT PER MANUFACTURER'S RECOMMENDATIONS. 3. AFTER INSTALLATION OF LODGEPOLE, REMOVE NURSERY STAKES AND TIES. TREE PLANTING & STAKING NO SCALE 1 SET LOWER TIE 12 DISTANCE BETWEEN TOP TIE AND FINISHED GRADE STAKE TREES W/ (2), 2" THICK 10' LODGEPOLE POSTS. DO NOT PLACE STAKE IN ROOTBALL ROOT BARRIER, TO BE INSTALLED WHEN TREE IS WITHIN 5' OF SIDEWALK OR CURB. SEE MANUFACTURER'S SPECS OF INSTALLATION 24"
24"-36" VARIES6" 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 BACKFILL MIX (1/2 DEPTH OF ROOT BALL HEIGHT) 70% PULVERIZED NATIVE SOIL 30% APPROVED COMPOST FINISH GRADE PLAN PREVAILING WIND STAKE TREES W/ (2), 2" THICK 10' LODGEPOLE POSTS. DO NOT PLACE STAKE IN ROOTBALL PLANT FERTILIZER TABLET QUANTITY AND PLACEMENT PER MANUFACTURER'S RECOMMENDATIONS TREE BUBBLER INSTALLED 90 DEGREES OF STAKES. 90° GROUNDCOVER SPACING NO SCALE 3 LIMIT OF PLANTING AREA OR HARDSCAPE 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. "X"/2 (24" MIN.) "X" "X" SHRUB PLANTING NO SCALE 2 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 BACKFILL MIX (1/2 DEPTH OF ROOT BALL HEIGHT) 70% PULVERIZED NATIVE SOIL 30% APPROVED COMPOST ROOTBALL MOUND, FOOT TAMP PLANT FERTILIZER TABLET QUANTITY AND PLACEMENT PER MANUFACTURER'S RECOMMENDATIONS 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 4" EARTH BASIN BACKFILL MIX PER SPECS. PUDDLE AND SETTLE BACKFILL PRIOR TO SETTLING PLANT PLACE BOTTOM OF ROOT BALL UPON UNDISTURBED SOIL 2 TIMES GREATER THAN ROOT BALL 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 4 BARK MULCH 3" DEEP KEEP CLEAR FROM BASE OF PLANT NO COVER OVER PLANT MATERIAL LINEAR ROOT BARRIER NO SCALE 5 5' TOP OF LINEAR ROOT BARRIER MUST BE AT LEAST 1/2" ABOVE FINISHED GRADE SIDEWALK 24" DEPTH LINEAR ROOT BARRIER PANELS INSTALLED AT BACK OF CURB AND FACE OF SIDEWALK, CENTERED ON TREES 10'x24", TYPICAL. NOTE: 1. INSTALL ROOT BARRIERS AT ALL TREES WITHIN 5' OF ALL CURBS, SIDEWALKS, ROADS OR BUILDINGS. CENTERED ON TREES. 5' CENTER ON TREE 161
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Drawing No.
Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
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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
Architect of Record Contractor
BRIDGING DESIGN DOCUMENTS.
NOT FOR CONSTRUCTION
CLIENT
Project
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D
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16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
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RECONCILIATION SET
ALAMEDA COUNTY
FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
R1 07/30/2024 RECONCILIATION SET
PLANT LIST AND
NOTES 0-L3.2
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.
PLANTING NOTES
TREES
AGONIS FLEXUOSA 'BURGUNDY'
BURGUNDY PEPPERMINT WILLOW
ARBUTUS 'MARINA' STD FORM
MARINA STRAWBERRY TREE
MELALEUCA QUINQUENERVIA
PAPERBARK TREE
SCHINUS MOLLE
CALIFORNIA PEPPER TREE
LAGUNARIA PATERSONIA
PRIMROSE TREE
GLEDITSIA TRIACANTHOS 'SHADEMASTER'
SHADEMASTER HONEYLOCUST
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
'VARIEGATA'
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
Preliminary Design. Not For Construction Purposes. SEI Job No. 23204 162
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Drawing No.
Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
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
Architect of Record Contractor
BRIDGING DESIGN DOCUMENTS.
NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
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RECONCILIATION SET
ALAMEDA COUNTY
FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
R1 07/30/2024 RECONCILIATION SET
0-L5.0
1/2" R AT EDGES, 1/4" AT
ALL EXPOSED EDGES
THICKENED EDGE
EXPANSION JOINT: 3/8" WIDE WITH EXPANSION
JOINT FILLER, SEAL TOP OF JOINT WITH
CAULK, SEE ALSO GEOTECHNICAL REPORT
FOR RECOMMENDATIONS
8"
8"
4"
SECTION
NOTES:
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. 4" 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.
COMPACTED AGGREGATE BASE, 95%
PEDESTRIAN CONCRETE
PAVING ONLY, S.C.D. FOR
VEHICULAR PAVING DEPTHS
COMPACTED SUBGRADE, 95%
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
OTHERWISE SHOWN
0-L5.0 3/4" = 1'-0"
1 CONCRETE PAVING-PEDESTRIAN
COMPACTED SUBGRADE, SEE
GEOTECHNICAL REPORT
CONCRETE BAND OR CONCRETE
PAVING, SEE PLANS
COMPACTED AGGREGATE BASE,
DEPTH CHART:
PEDESTRIAN USE: 4" DEPTH
VEHICULAR USE: S.C.D.
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 CURB OR
WALL, SEE PLANS
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
PAVER COLOR
0-L5.0 3/4" = 1'-0"
2 LINEAR UNIT PAVERS
COMPACTED SUBGRADE, SEE
GEOTECHNICAL REPORT
CONCRETE BAND OR CONCRETE
PAVING, SEE PLANS
COMPACTED AGGREGATE BASE,
DEPTH CHART:
PEDESTRIAN USE: 4" DEPTH
VEHICULAR USE: S.C.D.
24" SQ. PAVERS, THICKNESS 2 1/2",
HAND TIGHT, SAND SWEPT JOINTS
1.5" BEDDING COURSE OF
WASHED CONCRETE SAND,
ASTM C-33
CONCRETE CURB OR
WALL, SEE PLANS
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
PAVER COLOR
0-L5.0 3/4" = 1'-0"
3 SQUARE UNIT PAVERS - PEDESTRIAN
COMPACTED SUBGRADE, 95%
4" PERVIOUS CONCRETE BASE, S.C.D.
FOR DRAINS AND SLOPES
CONCRETE BAND, FLUSH WITH
ADJACENT RUBBER
SURFACING
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
ADJACENT CONCRETE PAVING WITH
THICKENED EDGE, FLUSH WITH
ADJACENT RUBBER SURFACING
DRAINAGE BASE PER
GEOTECHNICAL RECOMMENDATIONS
RUBBER SAFETY SURFACING TILES,
LAID IN STACKED BOND PATTERN
ADJACENT GRAVEL PAVING,
SEE PLANS
0-L5.0 1" = 1'-0"
5 RESILIENT SAFETY SURFACING TILES
COMPACTED SUBGRADE, SEE
GEOTECHNICAL REPORT
CONCRETE BAND OR CONCRETE
PAVING, SEE PLANS
24" SQ. PAVERS, THICKNESS 4",
MORTAR JOINTS
MORTAR BED
CONCRETE CURB OR
WALL, SEE PLANS
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
PAVER COLOR
6" CONCRETE BASE W/ #4
BARS, 18" O.C. EW.
6" AGGREGATE BASE COURSE
0-L5.0 3/4" = 1'-0"
4 SQUARE UNIT PAVERS - VEHICULAR
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.
PAVERS
ADJACENT PLANTING AREA
METAL EDGE
SUPPORT STAKE
0-L5.0 1" = 1'-0"
6 METAL EDGING AT PLANTING AREA
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/
0-L5.0 1" = 1'-0"
7 BIKE RACKS
NOTES:
1. PLANTER TO BE BOTTOMLESS. MANUFACTURER TO
PROVIDE FOOTING DETAILS.
2. PLANTER:ROUGH & READY BIG GREEN BENCHES, BENCH:
ACCOYA WOOD, PLANTER: TBD
MANUFACTURER: STREETLIFE TELEPHONE: 215-247-0148
BENCH: ACCOYA WOOD
PLANTER: CORTEN OR
ALT: POWDER COATED
0-L5.0 1" = 1'-0"
8 PLANTER WITH BENCH
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.
PLANTER COLOR
0-L5.0 1" = 1'-0"
9 LINEAR PLANTERS
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
RECEPTACLE COLOR
0-L5.0 1" = 1'-0"
10 WASTE RECEPTACLES
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
0-L5.0 1" = 1'-0"
11 TREE GRATE
Preliminary Design. Not For Construction Purposes. SEI Job No. 23204
LANDSCAPE
DETAILS AND
IMAGERY
163
R
Drawing No.
Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
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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
Architect of Record Contractor
BRIDGING DESIGN DOCUMENTS.
NOT FOR CONSTRUCTION
CLIENT
Project
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21 20 19 18 17
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RECONCILIATION SET
ALAMEDA COUNTY
FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
R1 07/30/2024 RECONCILIATION SET
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.
WALL FRONT ELEVATION
WALL PLAN VIEW
WALL SECTION
3X3 ACCOYA
WOOD PLANKS
2X3 ACCOYA
WOOD PLANKS,
MITERED EDGE
GABION MESH
GABION FILL
ADJACENT PAVING,
SEE PLANS
COMPACTED
BASE ROCK
COMPACTED
SUBGRADE
WOOD STAKES,
12-14" O.C. MAX
1'-3"
1'-6"
6"
1'-6" 1'-3"
SEE LAYOUT PLAN
SEE LAYOUT PLAN
2X3 ACCOYA
WOOD PLANKS,
MITERED EDGE
GABION MESH &
GABION FILL
BEYOND
FINISH SURFACE
3X3 ACCOYA
WOOD PLANKS
GABION MESH &
GABION FILL
BEYOND
STEEL
SUBSTRUCTURE
& BRACKETS
STEEL
SUBSTRUCTURE &
BRACKETS, BEYOND
1'-6"
1"
1 1/2"
1/4" GAP, TYP.
0-L5.2 3/4" = 1'-0"
1 GABION WALL & BENCH
WALL SECTION WALL ELEVATION
8"
FINISH GRADE OF
ADJACENT PAVING OR
PLANTING AREA
1/4" CONCAVE MORTAR
JOINT
WALL CAP: 2" X 8" X 16"
NOMINAL
FULL SIZE WALL
BLOCK: 8" x 8" x 16"
NOMINAL, PLASTER
FINISH ON ALL SIDES
8'-0" HEIGHT MIN. VERIFY IN FIELD
HINGE
PICKET
ADJACENT CMU WALL
2" TOP AND
BOTTOM RAILS
CLEARANCE 3' - 6"
3" LATCH CLEARANCE
2" HINGE
3"x2.75" POST,
I BEAM 12ga
2" POST
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
METAL GATE ELEVATION
2"
3 3/4" TYP.
PANIC BAR AND
MOUNTING PLATE,
MOUNTED ON
INSIDE/BUILDING SIDE
PULL LEVER, MOUNTED
ON OUTSIDE/PLAY
AREA SIDE
2'-10"
0-L5.2 3/4" = 1'-0"
2 CMU WALL & METAL SECURITY GATE
NOTES:
1. CONTRACTOR TO PROVIDE SHOP DRAWINGS AND STRUCTURAL ENGINEER SIGNED DRAWINGS OF FENCE FOOTINGS.
2. FENCE:
3. COLOR CHOSEN WITH CONSIDERATION OF VINES AT FENCE ALONG THE EAST AND WEST SIDE SO THEY DO NOT BURN ON DARK COLOR METALS.
4. DRAWING ABOVE PROVIDED FOR REFERENCE ONLY. MANUFACTURER TO PROVIDE SHOP DRAWINGS.
8' - 0"
8' - 0" O.C. TYP.
2" NOM.
2" TOP AND
BOTTOM RAILS
3"x2.75" POST,
I BEAM 12ga
PICKET
BRACKET
FINISH GRADE
0-L5.2 1/2" = 1'-0"
3 0-L5.3 Preliminary Design. Not For Construction Purposes. SEI Job No. 23204
LANDSCAPE
DETAILS 0-L5.2
METAL FENCE
AMERISTAR MONTAGE II CLASSIC 3-RAIL,
M, COLOR: SAND, S
BLACK
TYLE: CLASSIC
R1 10/02/2024 50% DESIGN DEVELOPMENT
164
R
Drawing No.
Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
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
Architect of Record Contractor
BRIDGING DESIGN DOCUMENTS.
NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
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21 20 19 18 17
R
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RECONCILIATION SET
ALAMEDA COUNTY
FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
R1 07/30/2024 RECONCILIATION SET
PLANTING DETAILS 0-L5.3
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
FINISH GRADE OF
ADJACENT PAVING
2 LAYERS OF CARDBOARD
BENEATH COMPOST
BACKFILL OR AMENDED
EXISTING SOIL WITH
COMPOST, PER SOILS REPORT
SUBGRADE
SECTION
OUTLINE OF ROOTBALL
TREE
TREE TIES
TREE STAKES
CROSS TIE
PROTECT TREE
FROM VANDALISM
PREVAILING
WIND
PLAN VIEW
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
AT OAK TREES IN LAWN AREA OR TREES IN AREAS OF
POOR DRAINAGE PROVIDE TREE DRAIN/CHMINEY
0-L5.3 1/2" = 1'-0"
1 PLANTING TREE PLANTING_W CARDBOARD MULCH 5' - 0"
(3) 2" DIA. x 12' LONG WOOD STAKES
TREE, SET PLUMB
IN PLANTER
ROOT BALL, CENTER
1/3 1/3
(3) MODEL 200 GREEN SLEEVES
BRACKETS, 2.37 I.D. FITS 2"
WOODEN STAKE TO SECURE THE
TREE TIES TO THE STAKES
48" 3 STAKE CROSS BRACE
RUBBER CORDED TREE TIE
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.
NOTES:
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.
AMENDED BACKFILL, AMEND & TILL
ENTIRE LENGTH OF PLANTING BED
UNDISTURBED SUBGRADE
SECTION
PLAN VIEW
TREE
ROOT BALL
CURB, S.C.D.
ROOT BARRIER
EDGE OF TREE WELL, SEE
LAYOUT PLAN FOR
DIMENSIONS
ADJACENT PAVING
ADJACENT CURB, S.C.D.
0-L5.3 1/2" = 1'-0"
2 PLANTING STREET TREE WITH ROOT BARRIER
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
SUBGRADE
SECTION
SET TREE ATOP
UNDISTRUBED SOIL FOR 3X
WIDTH OF THE ROOTBALL
ADJACENT CURB, S.C.D.
WIDTH OF ROOTBALL
UNDISTURBED SOIL 2X
0-L5.3 1/2" = 1'-0"
3 PLANTING TREE WITHIN STORMWATER TREATMENT AREA
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
PLANTING AT CONCRETE ENLARGEMENT
3" MULCH/COMPOST LAYER
CARDBOARD, FOLDED
DOWN AT PAVEMENT
EDGE
AMENDED SOIL
CONCRETE PAVING
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.
H LAYER
0-L5.3 3/4" = 1'-0"
4 PLANTING SHRUB_W CARDBOARD MULCH
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"
6 PLANTING VINE
EDGE OF GROUNDCOVER AREA
PLANT, TYP.
TRIANGULAR SPACING:
X = TYPICAL PLANT SPACING
SEE PLANT LEGEND
FINISH GRADE
PLANT, TYP.
CULTIVATED PLANTING BED
COMPOST AMENDED BACKFILL
SUBGRADE
3" THICK MULCH
PLAN
SECTION
X
X
X
PROVIDE POSITIVE DRAINAGE
OF PLANT PIT, SEE SPECS FOR
PERCOLATION TEST
PLANTING AT
CONCRETE
ENLARGEMENT
3" MULCH LAYER
CARDBOARD, FOLDED
DOWN AT PAVEMENT EDGE
AMENDED SOIL
CONCRETE PAVING
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.
2 LAYERS OF CARDBOARD
0-L5.3 3/4" = 1'-0"
5 PLANTING GROUNDCOVER_W CARDBOARD MULCH
Preliminary Design. Not For Construction Purposes. SEI Job No. 23204 165
DESIGN CRITERIA:
FLOOR LIVE LOAD:
ROOF LIVE LOAD:
SOLAR:
RISK CATEGORY:
WIND DATA:
EARTHQUAKE DATA:
SCOPE:
2022 CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 2 (CBC) 60 PSF (REDUCIBLE) + 15 PSF PARTITION
20 PSF (REDUCIBLE)
3 PSF
II
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, Ió: 1.0
MAPPED SPECTRAL RESPONSE ACCELERATIONS: Sš = 1.618; Sþ = 0.600 SITE CLASS: D
SPECTRAL RESPONSE COEFFICIENTS: SŽš = 1.079; SŽþ = 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), Cš = 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), Cš = 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.
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
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. 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 AND 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 2Ï"ø OR GREATER. TO BE PREPARED AND STAMPED BY A CALIFORNIA LICENSED MECHANICAL ENGINEER.
8/0-S1.21
D/0-S0.10
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 PER .
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 MIDDEPTH 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 MIDDEPTH 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 & AT DEPRESSED SLAB &
FOR PIPES AND CONDUITS.
8. PROVIDE CONTROL JOINTS PER (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. 8/0-S1.10 9/0-S1.10 7/0-S1.10
6/0-S1.10
5/0-S1.10
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.
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. HEADERS, BEAMS, POSTS, TOP PLATE SPLICES, AND ETC., ARE PER AND 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 = Ó" INDICATES MIDSPAN CAMBER IN INCHES.
4. 3Ï" AND 5Ï" WIDTHS MAY BE SUBSTITUTED FOR 3É" & 5É" WIDTHS, RESPECTIVELY, AT INDUSTRIAL APPEARANCE GRADE GLULAM MEMBERS UNO.
5. SEE FOR SHEATHING NAILING REQUIREMENTS. ALL NAILING NOT NOTED OR DETAILED OTHERWISE SHALL BE PER . 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 TO POSTS AT ALL EXTERIOR WALLS AND INTERIOR SHEAR WALLS. POSTS AT HOLDOWNS TO BE FULL HEIGHT AND PER
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 PER . 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 1Ï" LSL AND 1Ó" LVL REPETITIVE FRAMING WITH A DEPTH OF 11Ë" 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 È" OVERSIZE. SLOTTED HOLES IN STEEL PLATES SHALL BE È" 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 Ý" 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 1Ï" 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 , 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): â" 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): á" 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: ã" 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 1Ë" FRAMING/BLOCKING EMBEDMENT. SUBFLOOR GLUE NOT REQUIRED. 1/0-S1.20 3/0-S1.20
11/0-S1.20
10/0-S1.20
8/0-S1.20
G/0-S0.10
6/0-S1.21
4/0-S1.21
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 FOR NAIL STAGGER AT ALL 3x.
2. FIELD NAILING TO BE 12"oc UNO.
3. ALL SHEATHING NAILS TO BE COMMON WIRE. SEE AND 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 AND . 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 Ê" LARGER THAN THE AB DIAMETER AND A SLOT LENGTH NOT TO EXCEED 1Ó", PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND THE NUT. PLATE WASHER TO EXTEND WITHIN Ï" 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 4Ï" 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 . COORDINATE ANY OPENINGS NOT SHOWN WITH THE STRUCTURAL ENGINEER.
F/0-S0.10
11/0-S1.20
8/0-S1.20 9/0-S1.20
6/0-S1.20
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 Ï" 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 Ë" 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.
SAWN LUMBER MEMBER
6x POSTS DOUGLAS FIR - #1
2x JOISTS, RAFTERS DOUGLAS FIR - #2
2x STUDS DOUGLAS FIR - #2
£ MATERIAL DOUGLAS FIR - #2
6x BEAMS DOUGLAS FIR - #1
4x POSTS & BEAMS DOUGLAS FIR - #1
SPECIES AND
MINIMUM GRADE, UNO Fñ (PSI) FĂ (PSI) E (PSI)
1200
900
900
900
1350
1000
170
180
180
180
170
180
1.6x10ì
1.6x10ì
1.7x10ì
1.6x10ì
1.6x10ì
1.6x10ì
(INFORMATION SHOWN IS FOR STRUCTURAL DESIGN REFERENCE ONLY. SEE THE PROJECT SPECIFICATIONS FOR ALL MATERIAL SPECIFICATIONS.) CONCRETE 28-DAY MINIMUM DESIGN STRENGTH:
F'ò = 3,000 PSI FOUNDATIONS (DESIGNED FOR 2,500 PSI)
F'ò = 3,000 PSI INTERIOR SLAB ON GRADE
F'ò = 3,000 PSI COLUMNS
REINFORCING STEEL:
ASTM A615 GRADE 60 OR A706 GRADE 60 (Fü = 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:
Fü = 33,000 PSI 33 & 43 MILS (20 & 18 GAUGE)
Fü = 50,000 PSI 54, 68, & 97 MILS (16, 14, & 12 GAUGE)
MASONRY COMPRESSIVE STRENGTH:
F'õ = 2,000 PSI
WOOD BASE DESIGN STRESSES (UNO):
GLUE-LAMINATED WOOD DESIGN STRESSES:
Fñ = 2,400 PSI, FĂ = 265 PSI FOR SIMPLE SPAN BEAMS.
MANUFACTURED WOOD PRODUCTS:
LVL (JOISTS) Fñ = 2,600 PSI E = 2.0x10ì PSI
LSL (BLOCKING, LEDGERS) Fñ = 1,700 PSI E = 1.3x10ì PSI
PSL (BEAMS, JOISTS) Fñ = 2,900 PSI E = 2.2x10ì PSI
PSL (POSTS) Fò = 2,500 PSI E = 1.8x10ì PSI
(PARALLEL)
FOR METAL CONNECTOR DESIGNATION REFER TO SIMPSON STRONG-TIE PER SPECIFICATIONS.
ABBREVIATIONS
DOUGLAS FIR
MANUFACTURER
FRAMING
UP TRUSS
HOLE
CHANNEL
AB
BLK/BLKG
BM
BOT
BRG
BTWN
C
CB
¢
CJ
CLG
CLR
CONC
CONN
CONT
CMU
CSK
CW
DBL
DF
DIA or ø
DIAG
DIM
DJ
DL
DN
DO
DWG
EA
EE
EF
ELEC
ELEV
EMBED
ANCHOR BOLT
AIR CONDITIONING
ADJACENT
ALTERNATE
AT
BUILDING
BLOCK/BLOCKING
BEAM
BOTTOM
BEARING
BETWEEN
AMERICAN STANDARD
CARRIAGE BOLT
CENTERLINE
CONTROL JOINT
CEILING
CLEAR
CONCRETE
CONNECTION
CONTINUOUS
COORDINATION
CONCRETE MASONRY UNIT
COUNTERSINK
CUT WASHER
DOUBLE
DOUGLAS FIR
DIAMETER
DIAGONAL
DIMENSION
DOWEL JOINT
DEAD LOAD
DOWN
DITTO
DRAWING
EACH
EACH END
EACH FACE
ELECTRICAL
ELEVATOR/ELEVATION
EMBEDMENT
EQ
EQUIP
EW
(E)
EXP
FDN
FIN
FG
FLR
FN
FOM
FOS
FRMG
FTG
GA
GALV
GLB
GR
HD
HGR
HORIZ
HSB
HSG
HSH
HT
ID
IJ
JST
JT
LGMF
LGMFC
LL
LLV
MAX
MB
EQUAL
EQUIPMENT
EACH WAY
EXISTING
EXPANSION
FOUNDATION
FINISH
FINISH GRADE
FLOOR
FACE NAIL
FACE OF MASONRY
FACE OF STUD
FRAMING
FAR SIDE
GAGE or GAUGE
GALVANIZED
GLUE LAMINATED BEAM
GRADE
HOLD DOWN
HANGER
HORIZONTAL
HIGH STRENGTH BOLT
HIGH STRENGTH GROUT
HORIZONTAL SLOTTED
HEIGHT
INSIDE DIAMETER
I SHAPED WOOD BUILT
JOIST
JOINT
STEEL ANGLE
LIGHT GAGE METAL
LIGHT GAGE METAL
FRAMING CONTRACTOR
LONG LEG VERTICAL
MAXIMUM
MACHINE BOLT
LIVE LOAD
MBM
MC
MECH
MFR
MIN
MISC
MIW
MTL
MU
NO or #
NS
NTS
oc
OD
OPNG
OPP
£
PEN
PLF
PNL
PJP
PTDF
PT
R
RFTR
REF
REINF
REQD
REV
RF
SAD
SB
SCHED
SED
SIM
SMD
SPCG
SPEC
METAL BUILDING
MISCELLANEOUS CHANNEL
MECHANICAL
MANUFACTURER
MINIMUM
MISCELLANEOUS
MALLEABLE IRON WASHER
METAL
MECH UNIT
NUMBER
NEAR SIDE
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER
OPENING
OPPOSITE
PLATE or PROPERTY LINE
PANEL EDGE NAIL
POUNDS PER LINEAR FOOT
PANEL
PARTIAL JOINT PENETRATION
PRESSURE TREATED
POINT
RADIUS
RAFTER
REFERENCE
REINFORCING
REQUIRED
REVISION
ROOF
SEE ARCHITECTURAL
SOLID BLOCK
SCHEDULE
SEE ELECTRICAL DRAWINGS
SIMILAR
SEE MECHANICAL DRAWINGS
SPACING
SPECIFICATION
SQ
SS
STD
STIFF
STL
STRUCT
SW
SYM
T&B
T&G
THK
THRD
THRU
TL
TN
TOC
TOS
TOT
TU
TYP
UNO
VERT
VSH
W
W/
W/O
WD
WP
WT
WWR
SQUARE
SELECT STRUCTURAL
STANDARD
STIFFENER
STEEL
STRUCTURAL
SHEAR WALL
SYMMETRICAL
TOP AND BOTTOM
TONGUE AND GROOVE
THICK
THREADED
THROUGH
TOTAL LOAD
TOE NAIL
TOP OF CONCRETE
TOP OF STEEL
TOTAL
TILT UP
TYPICAL
UNLESS NOTED OTHERWISE
VERTICAL
VERTICAL SLOTTED HOLE
WIDE FLANGE STEEL BEAM
WITH
WITHOUT
WOOD
WORK POINT/WATERPROOF
WEIGHT
WELDED WIRE
ABOVE
BLW BELOW
Lb or # POUND(s)
OW OTHERWISE
or STAINLESS STEEL
TOF TOP OF FRAMING
TOP OF MASONRYTOM
TOP TOP OF PLYWOOD
WELDED THREADED STUD
WELDED HEADED STUD
WELDED
BUILT-UP
LAMINATED VENEER LUMBER
CERTIFIED GLUED LUMBER
INTERIOR
EXTERIOR
WTS
WHS
WLD
BU
LVL
CGL
INT
EXT
LLH LONG LEG HORIZONTAL
FOC FACE OF CONCRETE
HDR HEADER
SHTG SHEATHING
POWER ACTUATED
FASTENERS
PAF
OH OPPOSITE HAND
BN BOUNDARY NAIL
SECTION
HSS HOLLOW STRUCTURAL S AMERICAN STANDARD BEAM
O/ OVER
WS WOOD SCREW
SPD SEE PLUMBING DRAWINGS
PA POST ABOVE
PERP PERPENDICULAR
STGR STAGGERED
DRAWINGS
ES EACH SIDE
LOC LOCATION
NSG NON-SHRINK GROUT
VIF VERIFY IN FIELD
SMS SHEET METAL SCREW
DWL DOWEL
CIP CAST IN PLACE
BYND BEYOND
ADDITIONAL
LSL LAMINATED STRAND LUMBER
DCW DEMAND CRITICAL WELD
SCD SEE CIVIL DRAWINGS
SC SLIP CRITICAL
RET RETAINING
CANT CANTILEVER
SEOR STRUCTURAL ENGINEER OF
SOG SLAB ON GROUND
RWD REDWOOD
MEZZ MEZZANINE
RECORD
SKYLT SKYLIGHT
GB GRADE BEAM
ARCHITECT
CJP COMPLETE JOINT
COL COLUMN
COORD COORDINATE/
LS LAG SCREW
PENETRATION
ABV
AC
ADJ
ADDL
ALT
ARCH
@
BLDG HK HOOK
FS
FOOTING
MF MOMENT FRAME
OWT OPEN WEB TRUSS
ALUM ALUMINUM
KP KING POST
RBS REDUCED BEAM SECTION
SFRS SEISMIC FORCE RESISTING
SYSTEM
HDG HOT-DIP GALVANIZED
PES PANEL EDGE SCREWS
L
REINFORCEMENT
OVS OVERSIZED
DBA DEFORMED BAR ANCHOR
CFS COLD FORMED STEEL
SLD SEE LANDSCAPE DRAWINGS
LWC LIGHTWEIGHT CONCRETE
NWC NORMAL-WEIGHT CONCRETE
BF BRACED FRAME
AYC ALASKAN YELLOW CEDAR
CA CALIFORNIA
DIST DISTANCE
GL GRIDLINE
(N) NEW
N/A NOT APPLICABLE
PSF POUNDS PER SQUARE FOOT
PSL PARALLEL STRAND LUMBER
PSI POUNDS PER SQUARE INCH
SHEAR WALL SCHEDULE
SW APA RATED EXP 1
SHEATHING
NAILING
(PEN)
REMARKS
á" (32/16) CD 10d @ 6"oc 32"oc
á" (32/16) CD
á" (32/16) CD 10d @ 3"oc
á" (32/16) CD 10d @ 2"oc
á" (32/16) CD
BOTH SIDES 10d @ 3"oc
3x MIN AT
ALL
ADJOINING
PANEL
EDGES
10d @ 4"oc
ANCHORAGE
Ñ"ø BOLT FDN AT FRAMING 2
2x SILL 3x SILL
48"oc
24"oc 32"oc
24"oc
16"oc
12"oc
16"oc
8"oc
4"oc
4"oc
(2) ROWS
@ 3"oc
(2) ROWS
@ 2"oc
16"oc
12"oc
8"oc
6"oc
16d A35 SCREW 1
24"oc
16"oc
12"oc
6"oc
-
-
A
B
C
D
E
8"oc
(2) ROWS
@ 6"oc
NOTES:
1. 2x SILL: SDSËx4Ï" OR SDWS 0.22"x4". AT 3x SILL : SDSËx6" 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.
1. CONCRETE MASONRY UNIT CONSTRUCTION SHALL BE PER 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 PER .
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 . ALL DOWELS TO EXTEND TO THE LOWEST
FOUNDATION REINFORCEMENT AND END WITH A STANDARD HOOK.
4. WALL REINFORCING SHALL BE PER SCHEDULE BELOW AND 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 . 1" 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 .
3/0-S1.40
10/0-S1.40
2/0-S1.40
3/0-S1.40
3/0-S1.40
1/0-S1.40
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" (1Ñ")
54 - MATERIAL THICKNESS IN MILS (0.054")
3. TYPICAL METAL STUDS AND FRAMING ARE PER SCHEDULE 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 1Ï" 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 Ë" 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 .GYPSUM BOARD MAY NOT BE USED FOR BRACING AT BEARING STUDS.
9. TYPICAL STUD-TO-TRACK CONNECTIONS PER UNO. MAXIMUM GAP OF É" IS ALLOWED BETWEEN STUDS AND TRACK AT STANDARD WALLS. TRIM STUDS TO FULLY BEAR.
10. TYPICAL WALL INTERSECTIONS PER UNO.
11. PROVIDE LIGHT GAUGE METAL BACKING FOR ARCHITECTURAL FINISHES AND FURNISHINGS SAD.
12. CEILING FRAMING PER .
13. TYPICAL PUNCHOUTS PER .
14. WALLS AT SEISMIC SEPARATION JOINTS SHALL BE FRAMED AS EXTERIOR WALLS UNO.
15. FOR POWER ACTUATED FASTENERS (PAF) UNO:
16. ALL SHEATHING SHALL HAVE 1/8" GAP AT ALL EDGES AND JOINTS. TYPICAL SHEATHING:
A. FLAT ROOF SHEATHING (SLOPE 2:12 OR LESS): â" 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): á" 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: ã" 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.
1/0-S1.30
1/0-S1.31
6/0-S1.30
14/0-S1.30
7/0-S1.31
2/0-S1.31
BASE
MATERIAL
FASTENER
TYPE SIZE MINIMUM SPACING
MINIMUM
EDGE
DISTANCE
CONCRETE HILTI X-U
(ICC ESR-2269)
0.157"ø MIN
1Ë" LONG 4" 3"
NOTES
DO NOT USE PAF AT
CONCRETE CURB
STRUCTURAL
STEEL
HILTI X-U
(ICC ESR-2269)
0.157"øxÑ"
LONG 1" Ï"
A
DESIGN CRITERIA
B
GENERAL NOTES
C
FOUNDATION NOTES
D
SPECIAL INSPECTION BY OWNERS
TESTING AGENCY
F
WOOD FRAMING NOTES GSHEAR WALL NOTES
H
MANUFACTURED ROOF TRUSS NOTES
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Drawing No.
Drawing Title
SKA Project Number:
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.
Revision Number DATE ISSUE DESCRIPTION
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.
21 20 19 18 17 16 15 14 13 12 10 9 8 7 456 3 2 1
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B
A
N
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11 21 20 19 18 17 16 1415 13 12 11 10 9 8 7 6 5 4 3 12
M
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Architect of Record Contractor
CLIENT
© 2024 Shah Kawasaki Architects
RECONCILIATION SET
10/2/2024 4:53:39 PM
C: U\ sers\bretts O\ ne
Dr vi e - Z
F
A
Structural Eng ni e
ers D\ ocum
ents\23656_Ala
m
eda
C
ounty
Fire
Tra ni ni g_
S22C
_brett @s zfa.co
m.rvt
ALAMEDA COUNTY
FIRE TRAINING
CENTER
0-S0.10
GENERAL NOTES AND
SPECIFICATIONS
NOT FOR CONSTRUCTION
5053 GLEASON DRIVE, DUBLIN, CA
94568
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612
23656
J
MATERIAL DATA
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
E
CONCRETE MASONRY UNIT NOTES
I
COLD-FORMED STEEL FRAMING NOTES
10/02/2024 50% DESIGN DEVELOPMENT
10/02/2024 100% DESIGN DEVELOPMENT FDN & STL
166
SECOND CONC
PLACEMENT
FIRST CONC
PLACEMENT
SECOND CONC
PLACEMENT
FIRST CONC
PLACEMENT
(CLASS B TOP BAR)
BAR SPCG SHALL NOT BE LESS THAN 4x BAR DIA OR 4".
19" 94"
138"
115"
38"
61"
37"µ 77"
25"
#6 & LARGER
#5 & SMALLER
EXPOSED TO EARTH (FORMED) OR WEATHER
CAST AGAINST EARTH OR GR
1 MAX
6 NOT EXPOSED TO EARTH OR WEATHER
3"
1Ï"
2"
#8
#7
#6
#10
#11
#9#3
#4
#5
180° HOOK
90° HOOK
CONC COVER FOR REINF STL
STANDARD HOOKS & BENDS
COL BAR & STRUCT OFFSET SPLICE
'CLR'
135° STIRRUP
TIES #3, #4, #5
STIRRUP
#3, #4, #5
SIZE LAP LENGTH SIZE LAP LENGTH SIZE LAP LENGTH
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.
MINIMUM BAR LAPS FOR REINFORCING STEEL
CONCRETE STRENGTH: 2500 PSI OR GREATER (STAGGER SPLICES)
WIRE TOGETHER AT EA END
R = 2db R = 2db db
LAP
12db
4 db OR 2 1/2" MIN
6db, 3" MIN
db db
6db
3" MIN
R=3 db FOR #3 TO #8
R=4 db FOR #9 TO #11
135°
6db
3" MIN
µ WHERE COVER NOT LESS THAN 1Ï", #5 LAP LENGTH = 31"
#6 & LARGER, & ALL BM STIRRUPS, COL TIES & SPIRALS
#5 & SMALLER 1"
1Ï"
CROSSTIE
#3, #4, #5
PLAN VIEW
12" 12"
NOTES:
LOC VERT PIPES INSIDE WALL
DEEPEN FTG AS REQD
FOR PIPE COVER &
CLEARANCES TO REINF
STL PER NOTE #3
SEE NOTE #8
'PIPE' THRU FTG
IN 'PIPE' SLEEVE
OPTIONAL BUNDLED
'PIPE' SLEEVE
2 1
¢ 'PIPE'
"U" BARS, SIZE TO MATCH TYP FTG
REINF (#6 MAX), 18"oc, (2) MIN EXCEPT
WHERE FTG HAS ONLY (1) BAR T&B
TYP REINF 'PIPE' THRU FTG
VERT PIPE (WRAPPED)
'PIPE'
THICKEN AT 'PIPE' AS REQD
TO PROVIDE CLEARANCE
TO REINF & CONC COVER
TO 'PIPE'. PROVIDE #4 HORIZ
AT 'PIPE'.
48" MIN TO NEXT BUNDLE
CONT FTG PAD FTG SIMILAR
1 1/2"
MIN
1 1/2"
MIN
1 1/2"
DIA LAP
3d 8" MAX
d
PER NOTE #3
PER NOTE #3
d
3d
B
A
A
B
PER NOTE #3
'PIPE' = ANY PENETRATION THRU OR EMBEDDED IN FOUNDATION.
ALL PIPES THROUGH FOOTINGS TO BE WRAPPED OR SLEEVED AS FOLLOWS:
a. SLEEVES: PROVIDE 1" MIN CLEAR ALL AROUND O.D. PIPE TO I.D. SLEEVE, UNO.
SEAL SLEEVE ENDS W/ MASTIC OR PLASTIC BITUMINOUS CEMENT. b. WRAPPED VERTICAL PIPES: PROVIDE É" NOMINAL SHEET FOAM W/ (3) WRAPS MINIMUM, UNO.
c. WRAPPED HORIZONTAL PIPES: PROVIDE É" NOMINAL SHEET FOAM W/ (8) WRAPS MINIMUM, UNO.
d. UNDERGROUND FIRE LINES 4" AND LARGER:
1. SLEEVES: PROVIDE 2" MIN CLEAR ALL AROUND O.D. PIPE TO I.D. SLEEVE.
SEAL ENDS PER ABOVE.
2. WRAPPED: PROVIDE É" NOMINAL SHEET FOAM W/ (16) WRAPS MINIMUM.
WRAPPED AND SLEEVED PIPES SHALL HAVE 1Ï" MIN CLEAR TO REINF STEEL.
MINIMUM CONCRETE COVER AT PIPES TO BE 3".
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.
NO 'PIPE' TO RUN PARALLEL IN FOOTINGS, STEM OR CURB.
PVC CONDUIT ('PIPE') EMBEDDED IN CURB/STEM MAY BE WIRE TIED TO HORIZONTAL REINF.
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.
PROVIDE 18" MIN OF COMPACTED FILL ABOVE PIPES UP TO 12"ø, FOR LARGER PIPES INCREASE COMPACTED FILL DEPTH 1'-0" FOR EACH 6" INCREASE IN PIPE DIAMETER.
OTHERWISE DEEPEN FOOTING AS SHOWN.
1. 2.
3. 4.
5. 6.
7. 8.
TYP REINF
2. MINIMUM DISTANCE BETWEEN BLOCKOUTS OR OTHER PIPES TO BE 48".
DO NOT LOCATE BLOCKOUT WITHIN 48" OF SHEAR WALL HOLD DOWN, IN FRAME FOUNDATIONS OR COLUMN PAD FOOTINGS.
1. NOTES:
SYM
ABOUT
¢
LAP
'd' FTG DEPTH 'S''S'
18" 2x 'S'
12" MIN
'd'/2 30" MAX
12" MIN
'd'/2
40" MAX
STD HK
PROVIDE REINF TO
MATCH FTG REINF
TYP REINF
3" CLR TYP
18"
MAX
18"
MAX
12" MIN
TIES AS OCCUR
STEP W/ BOT OF FTG
PROVIDE REINF TO
MATCH FTG REINF
DEEPEN FTG W/
LEAN CONC
WHERE DEEPER
TRENCH IS REQD
2 1
'PIPE' IN BACKFILLED
TRENCH - LOCATE ONLY
ABV SLOPED LINE
CONC FTG
OR PAD FTG
b9"
18" MIN
NO 'PIPES'
PARALLEL TO
FTG THIS AREA
4xb
NO DEPTH RESTRICTIONS ON
TRENCHES OR DEEPENING OF FTGS
OUTSIDE THIS ZONE
FOR INFORMATION
NOT NOTED SEE
9"
2 0-S1.10
MAX
TYP
NOTE:
REMOVE ALL EARTH LOOSENED DURING
EXCAVATION AND FILL W/ CONCRETE.
REINF BARS TO
BE SAME SIZE
& NUMBER
AS TYP FTG
REINF
STD HK, TYP
TYP FTG
REINF
FTG
SLAB, CURB, OR STEMWALL
STEPS W/ REINF SIM TO FTG
STEPS
WHERE TOP OF FTG
CONTINUES THRU, EXTEND
REINF TO END AND HK
SLAB, CURB OR STEMWALL H, 18"
2H MIN LAP
LAP
LAP LAP
MIN
6"
'd'
OTHER DETAILS
'd' PER
'd' MIN
3"
TYP
3"
CLR
6" MIN
METAL JOINT FORMED JOINT
CONSTRUCTION/DOWEL JOINT
CONTROL JOINT
OR
8" MIN 8" MIN
MIN
2"
MIN
2"
D/4
TYP
REINF
JT CAP Ï"ø x 18" SMOOTH ROD @ 16"oc
Ï" SQ FLEXIBLE
SEALANT
KEY FROM
BEVELED 2x4
TYP SLAB ON GR
TYP REINF CONT THRU
TYP SLAB ON GR
TYP REINF CONT THRU
SAWCUT WITHIN 8 HOURS
OF CONC PLACEMENT.
USE JT SEALANT
COMPOUND TO FILL CUT
PLASTIC CJ OR
É" MASONITE OR
Ï" TOOLED JT FILLED
W/ FLEXIBLE SEALANT
D/4
D
A
B
ALT: SPEED DOWEL @ 16"oc W/
#4x24"
PIPE/CONDUIT IN
COMPACTED ROCK
PIPE/CONDUIT REQUIRING
EMBEDMENT IN CONC
MAX1"
PIPE/CONDUIT
SLAB PER PLAN
PIPE/CONDUIT
VAPOR RETARDER -
SEAL AT
PENETRATION, TYP
COMPACTED CRUSHED BASE ROCK
NOTES:
1. LOCATION OF PIPE/CONDUIT BY OTHERS.
2. PROVIDE SLEEVE AT PIPE PER SIM.
CONC
1" MIN OR
EMBED IN
1 1/2" MIN COVER
2 0-S1.10
1 1/2" MIN CLR
6" MIN
BUNDLED PIPE/CONDUIT
24" MAX
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 SUBGRADE
#4 CONT
REINF PER PLAN
MIN
8"
24"
#4 CONT
#3 @ 16"oc
STD HK SKEW TO FIT
VAPOR RETARDER CONT
6" 6"
SAD
12" MAX
2"
ALT CURB OPTION
1 MAX
SLOPE
#4 CONT
#3 @ 18"oc
PROVIDE THICKENED
SLAB WHERE AB
ARE USED
1 STUD WALL
DEPRESSED SLAB
AS OCCURS, SAD
#4x ADHESIVE
ANCHOR @ 18"oc IN
LIEU OF CIP DWL AT
CONTRACTORS OPTION, SEE
ROUGHEN TO Ë" AMPLITUDE
#4 CONT
8"
PAD GRADE
2x PTDF SILL £ W/
Ï"ø AB OR SCREW
AB W/ 5" EMBED
@ 48"oc
8"
3"
CLR
4" SAD
S
A
D
6" M
NI
ALT TO AB: HILTI XCP 72 OR SIMPSON
PDPAWL-287MG @
16"oc, EXCEPT AT
CURB
16 0-S1.10
4" EMBED AT
ADHESIVE ANCHOR
2" MIN COVER AT
ADHESIVE ANCHOR
PLAN VIEW - SINGLE LAYER
PLAN VIEW - 2 OR MORE LAYERS
NOTE:
FOOTING REINFORCING AT CORNER AND INTERSECTION TO BE SIMILAR LA
P
LAP HOOK
STD
CLR
T
Y
P
LA
P
S
T
D
H
K
(2) ADDL
VERT AS
REQD
STD HOOK
ADDL VERT
AS REQD
CORNER BAR TO
MATCH HORIZ BAR
TYP WALL OR
FTG REINF
LAP
STD HK STD HK LAP
STD HK AT ADDL BARS
U BAR TO
MATCH
HORIZ BAR
ADDL VERT
AS REQD
TYP WALL OR
FTG REINF
CORNER BAR
TO MATCH
HORIZ BAR
18"
18"
18"
ROUGHEN TO
Ë" AMPLITUDE
TYP SLAB REINF
HOUSEKEEPING PAD AS REQD,
SMD & SED FOR LOC & EXTENT
& THICKNESS
2" MIN
COVER AT
ADHESIVE
ANCHOR
THICKEN SLAB AS REQD
#4 @ 24"oc IN LIEU OF
ADHESIVE ANCHORS AT
CONTRACTORS OPTION
CONC SLAB PER PLAN
#4x ADHESIVE ANCHOR
@ 24"oc TYP AT PERIMETER
((3) MIN ES)
BOLT AT EQUIP
ANCHORAGE
COORD W/ EQUIP LAYOUT
10'-0" MAX
DIA 6" MIN
14 BOLT
#4 @ 16"oc EW
AT MID-DEPTH
#4 CONT
3" EMBED
AT ADHESIVE
ANCHOR,
SEE
16 0-S1.10
4" MIN
6" M
AX
ROUGHEN JT TO EXPOSE
AGGREGATE TO Ë"
AMPLITUDE
KEY FROM BEVELED 2x8
DO NOT LOCATE WITHIN
48" OF HOLDOWN OR COL
REINF CONT THRU
OR LAP PER
NOTE:
LOCATION OF JOINTS TO BE SUBMITTED TO
ARCHITECT/ENGINEER FOR REVIEW PRIOR
TO PLACEMENT OF CONCRETE
1 0-S1.10
CJ
BASE £
24"ø MIN SONOTUBE
BLOCKOUT SLAB FOR
COL
24" SQ MIN OPTIONAL
DIAMOND BLOCKOUT
COL PER PLAN
CJ
L = 12" MIN
BAR TO MATCH SLAB REING
ES BLOCKOUT (#4 MIN). T&B
AT DBL MAT AS OCCURS
LL
L L
L
L
AT SLAB EDGE
AT SLAB CORNER
NO RIENF IN
BLOCKOUT
3" MIN
1 1/2"
MIN
1Ó"
1Ó"
1Ó"
THRD
ROD
ANCHOR MIN
EMBED
UNO
4"
5"
-
Ó"ø
-
6" 3"
3"
3"
Hóô
MIN EDGE
DISTANCE
CõÙÜ
MIN
SPCG
SõÙÜ
MIN CONC
DEPTH
HõÙÜ
ADHESIVE
TYPE
SIMPSON
SET-3G
(ICC-ESR
4057)
ADHESIVE ANCHOR IN 2500 PSI MIN CONCRETE
NOTES:
Hóô
CõÙÜ SõÙÜ
ANCHOR PER
PLAN & DETAILS
EDGE OF CONC AS OCCURS
1. 2.
3. 4.
REBAR
#4
#6
#5
Õ"ø #7 7" 3" 1Ó"
1"ø #8 8" 3" 1Ó"
INSTALL ADHESIVE ANCHORS PER MANUFACTURER'S INFORMATION AND ICC REPORT.
CONTRACTOR TO VERIFY MINIMUM EDGE DISTANCES, SPACING, AND THICKNESS ARE IN ACCORDANCE W/ SCHEDULE PRIOR TO INSTALLING ANCHOR.
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 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. 1Ë"ø #10 10" 6" 2Ó"
- 3" 1Ó" 3"#3 Hef + 1Ë"
PILOT
HOLE
Ï"ø
1Í"ø
Ñ"ø
Ó"ø
Õ"ø
1"ø
1É"ø
TOP OF
CONC
6"
4" 2Ï"
3É"
3Ó"
HILTI HIT-HY
200R V3
(ICC-ESR
4868)
N/A
Ó"ø
Ñ"ø 5"
Í"ø 1Ó"3" 1Õ"
#4
#6
#5
N/A
Õ"ø #7 7" 4Í"
Î"ø
Ñ"ø
Ó"ø
Õ"ø
1"ø
1Ó"
1Ó"
1Ó"
1Ó"
1"ø #8 8" 5"
N/A #9 9" 5Ñ"
1Ë"ø N/A 10" 6Ë"
1Í"ø
1É"ø
1Í"ø
1Ó"
1Ó"
1Ó"
N/A #10 1Ï"ø 10" 1Ó" 6Ë"
Ï"ø N/A Ð"ø 4" 2Ï" 1Ó"
N/A #3 Ï"ø 3" 1Ó" 1Õ"
Hef + 1Ë"
Hef + 1Ï"
Hef + 1Ó"
Hef + 2"
Hef + 2Ë"
Hef + 2Ó"
Hef + 1Ë"
Hef + 1Ï"
Hef + 1Ó"
Hef + 2"
Hef + 2Ë"
Hef + 2Ó"
Hef + 3"
1Ó"
1Ó"4"
5"
Ï"ø
Ñ"ø 3"
- 3"
-
Í"ø - Î"ø 3" 1Ó" 3"
Ð"ø
Ò"ø
Hef + 1Ë"
Hef + 1Ë"
Hef + 1Í"
1Ó"
1Ó"
ANCHOR
AND PILOT
HOLE DIA
MINIMUM
EMBEDMENT
2Ï"
3Ë"
Í"
Ó"
Ï"
5Ï"
4"
5"
3" 8Ó"
3"
3"
HÜÛõ
MINIMUM
EDGE DIST
CõÙÜ
MINIMUM
SPCG
SõÙÜ HõÙÜ (FT-LB)
50 65
150
ANCHOR
TYPE
SIMPSON
TITEN HD
(ICC-ESR
2713)
CARBON SCREW ANCHOR IN 2500 PSI MIN CONCRETE
NOTES:
ANCHOR PER PLAN
& DETAILS
EDGE OF CONC
AS OCCURS
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.
CONTRACTOR TO VERIFY MINIMUM EDGE DISTANCES, SPACING AND THICKNESS ARE IN ACCORDANCE W/ SCHEDULE PRIOR TO INSTALLING ANCHOR.
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.
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.
MINIMUM
CONCRETE
THICKNESS
1. 2.
3. 4.
MAXIMUM
INSTALL
TORQUE
Ñ" 4" 1Ó" 3" 6" 100
1Ó"
2Ï" 1Ï"
3"
Í"
Ó"
Ï"
4"
4"
4Ó"
6"4"
3"
3" 40
45 95
HILTI
KH-EZ
(ICC-ESR
3027) Ñ" 3Ë" 1Ó" 4" 5" 85
TOP OF CONC
CõÙÜ SõÙÜ
HOLE DEPTH
PER MFR
1Ó"
1Ó"
HÜÛõ
(FT-LB)
10 10
20 INSTALL
& TEST
TORQUE
10 10
20 10
10 Ë" 1Ñ" 3" 3Ë" 10 18
Ë" 1Ñ" 1Ï" 1Ï" 3Ë" 10 24
Ê"ø OVS HOLE AT STL THICKER
THAN 12GA (É") MAX È"ø OVS
HOLES OTHERWISE
1Ï"
1Ó"
1Ó"2Ï"
3Ë"
Í"
Ó"
Ï"
5Ï"
4"
5"
8Ó"3"
4"
3" 40
70 150
SIMPSON
TITEN HDSS
(IAPMO UES
ER-493)
STAINLESS STEEL SCREW ANCHOR IN 2500 PSI MIN CONCRETE
Ñ" 4" 1Ó" 3" 6" 85
1Ó"
10 10
20 10
4"
5Ï"
4Ë"
6Ï"
6"
9Ï"
ANCHOR
& PILOT
HOLE DIA
4"
MIN
NOMINAL
EMBED
2Ó"
3Í"
Ï"
2Í"
Ó"
Ñ"
4É"
4"
5Ï"
10" 6"
5"
6"
8Ï" 4"
8" 5"
5" 5Ï"
HÜÛõ
MIN EDGE
DISTANCE
CõÙÜ
MIN
SPCG
SõÙÜ HõÙÜ
INSTALL
& TEST
TORQUE
(FT-LB)
40 60
110
Ï"
Ó"
Ñ" 3Ë"
ANCHOR
TYPE
SIMPSON
STRONG-BOLT
2 (ICC-ESR 3037)
HILTI KB1
(IAPMO-ER 678)
CARBON STEEL EXPANSION ANCHORS IN 2500 PSI MIN CONC
ANCHOR PER PLAN & DETAILS
EDGE OF CONC
AS OCCURS
Í" 1Õ" 8" 8" 3Í" 20
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.
MIN CONC
THICKNESS
Í" 1Õ" 6" 3" 3Ë"
1" 5Ë" 9" 8" 8" 230
150
90 60
30 HÜÛõ
PILOT HOLE
DEPTH PER MFR
CõÙÜ SõÙÜ
BASE £
TOP OF CONC
H
õÙÜ
AT FIXTURES È"ø OVS HOLE TYP
EXCEPT É"ø OVS AT Ó"ø AND 1"ø
SIMPSON STRONG-BOLT 2
2Ó"
4"
6"
4"
6Ï"
4" 5"
2Ó"
3Í"
Ï"
2Ï"
Ó"
Ñ"
4É"
4Ï"
5Ï"
6Ï" 6Ó"
8"
8"
5Ï" 4"
7" 5"
11" 5Ï"
40 60
125
Ï"
Ó"
Ñ" 3Ë"
SIMPSON
STRONG-BOLT
2 (ICC-ESR 3037)
HILTI KB-TZ2
(ICC-ESR 4266)
STAINLESS STL EXPANSION ANCHORS IN 2500 PSI MIN CONC
Í" 1Õ" 8" 5" 3Ë" 30
Í" 1Õ" 6" 10" 3Ë"
150
80 65
30 1212 fourth street | suite z
santa rosa ca 95404
zfa job no.
zfa.com
707.526.0992
copyright © 2024
Drawing No.
Drawing Title
SKA Project Number:
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.
Revision Number DATE ISSUE DESCRIPTION
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.
21 20 19 18 17 16 15 14 13 12 10 89 4567 3 2 1
M
L
K
J
H
G
F
E
D
C
B
A
N
P
Q
R
O
11 21 20 19 18 17 141516 13 12 11 10 9 8 7 6 5 4 3 12
M
L
K
J
H
G
F
E
D
C
B
A
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P
Q
R
O
Architect of Record Contractor
CLIENT
© 2024 Shah Kawasaki Architects
RECONCILIATION SET
10/2/2024 4:53:40 PM
C: U\ sers\bretts O\ ne
Dr vi e - Z
F
A
Structural Eng ni e
ers D\ ocum
ents\23656_Ala
m
eda
C
ounty
Fire
Tra ni ni g_
S22C
_brett @s zfa.co
m.rvt
ALAMEDA COUNTY
FIRE TRAINING
CENTER
0-S1.10
TYPICAL CONCRETE
DETAILS
NOT FOR CONSTRUCTION
5053 GLEASON DRIVE, DUBLIN, CA
94568
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612
23656
1 3/4" = 1'-0"
TYPICAL REINFORCING DETAILS (f'c = 2500psi MIN)
2 3/4" = 1'-0"
PIPES THRU FOOTING
3 3/4" = 1'-0"
FOUNDATION BLOCKOUT
4 3/4" = 1'-0"
TRENCHING ADJACENT TO FOOTING
5 3/4" = 1'-0"
STEPPED FOOTING
6 3/4" = 1'-0"
SLAB ON GRADE JOINTS
7 3/4" = 1'-0"
CONDUIT & PIPE AT SLAB ON GRADE
8 3/4" = 1'-0"
DEPRESSED SLAB - 4" MAX
9 3/4" = 1'-0"
DEPRESSED SLAB - 12" MAX
10 3/4" = 1'-0"
NON-BEARING STUD WALL AT SLAB
11 3/4" = 1'-0"
TYPICAL CORNER, INTERSECTION AND END REINFORCING
12 3/4" = 1'-0"
TYPICAL HOUSEKEEPING PAD AT SLAB ON GRADE
13 3/4" = 1'-0"
FOOTING CONSTRUCTION JOINT
14 1" = 1'-0"
SLAB BLOCKOUT
16 3/4" = 1'-0"
ADHESIVE ANCHOR IN CONCRETE
15 3/4" = 1'-0"
SCREW ANCHOR IN CONCRETE 17 3/4" = 1'-0"EXPANSION ANCHOR IN CONCRETE 10/02/2024 50% DESIGN DEVELOPMENT
10/02/2024 100% DESIGN DEVELOPMENT FDN & STL
167
NOTE: DO NOT NOTCH OR DRILL
STUDS AND JOISTS WITHIN
D' OR D OF KNOTS IN WOOD
D = DEPTH OF JOIST OR RAFTER
D' = STUD OR PLATE WIDTH
L = CLEAR SPAN
4'-0" MIN FROM
HOLE TO TOP £
SPLICE
ST2122 - CENTER
ON HOLES AND ON
DOUBLE £
¢ MEMBER
AND HOLE
JST OR RAFTER
D'
D' M NI
D/4 MAX
D/4 MAX
MAX
D/6
D MIN
D/5 & 2" MAX
2" MIN
2" MIN
L/2 MAX L/3 MIN
D MIN
3D MAX
D
MAX D'/3
INTERIOR END
POST TO MATCH BM WIDTH
AND WALL THICKNESS, TYP
A35
A35
16d @ 12"oc ES
TYP STUD ES
(4) 16d TO BM
A35 ES
CUT TO BEAR
BM PER PLAN
TYP DBL TOP £
(4) 16d TO BM
LAP STUDS TO BM
TOP £ SPLICE
STRAP PER SCHED
POST TO MATCH BM
WIDTH AND WALL
THICKNESS, TYP
TYP STUDS
BM
16d @ 12"oc ES
2x SB ES BM
EPCZ
DBL TOP £
LTP4
FULL HT STUD WALL
SHTG
STRUCT FRMG
SDPW19600
@ 48"oc MAX
2x MIN SB @ 48"oc
DBL TOP £ PROVIDE
SHAPED UPPER TOP £
TO MAINTAIN Ï" GAP
AT SLOPED RAFTERS
PARALLEL PERPENDICULAR
NOTE:
INSTALL SDPW AT ¢ OF BLOCKING OR STRUCTURAL FRAMING AND WITHIN MIDDLE
HALF OF DOUBLE TOP PLATES
1/2" GAP
1/2" GAP
TRUSS
2x MIN SB @ 48"oc
SHTG
FULL HT STUD WALL
1/2" GAP
PARALLEL PERPENDICULAR
SDPW19600 @
48"oc MAX
1/2" GAP
SDPW19600 EA BLK
PRE-MANUFACTURED TRUSS FRAMING
NOMINAL OR MANUFACTURED LUMBER FRAMING
SDPW19600 EA BLK
3/4" 3/4"
3/4"
3/4"
OPENING
2x FLAT BLKG, UNO
HGR, TYP
CS16 x "2W" LENGTH STRAP AT ES OF OPNG
GREATER THAN 24"x24" ON TOP OF SHTG
DBL FRMG MEMBERS
ES OF OPNG WHERE
FRMG IS
INTERRUPTED, UNO
PEN TO MEMBER AT
EDGE OF OPNG
FOR 3 TIMES LENGTH
OF OPNG
4x HDR TO MATCH
JST DEPTH, UNO
ISOLATED OPENING BETWEEN FRAMING UP TO 24"
CLOSELY SPACED OPENINGS BETWEEN FRAMING
PLAN
OPENING TO 4'-0" SQ
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
ROOF OR FLOOR JST DO
NOT CUT
PEN AROUND
OPNG
2x6 W/ A35 EA END (USE 4x
W/ HGR AT MECH EQUIP
ATTACHMENT)
STRAP PER
FRAME OPNG PER
PEN TO CONT
FRMG FOR 2
TIMES 'L'
OPNG
OPNG
OPNG
2x6 W/ A35 EA END (USE
4x W/ HGR AT MECH
EQUIP ATTACHMENT)
ABC
B
A
C
< 4'-0"
'W'
24" MAX
4'-0" MAX L
W/2
4'-0" MAX
W W/2
'L'
24" MAX
UNO SPECIFICALLY ON
STRUCT PLANS
CS16 x 3'W' T&B
BLK EDGES OF OPNG
OPENING
WALL PEN TO STUD
ES OF OPNG FOR
DISTANCE 'H' ABV
AND BLW OPNG
C
(14 1/2" MAX)
'W'
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 WHERE STUDS ARE INTERRUPTED. (2'-0" MAX) 'H' 1/0-S1.20
AB OR
THRD ROD
HOLDOWN WASHER
AT AB
MIN POST SIZE
UNO ON PLANS
POST OR TRIM STUD
A35 ES T&B AT WALL PEN TO SILL £
HDU8 & LARGER
WALL PEN PER SW SCHED TO POST W/ HD
HOLDOWN PER SCHEDULE
SCREWS TO
POST PER MFR
FULL HEIGHT POST
PER SCHED (4x MIN)
HDU5
Í"x3Ï" SQ
Ñ"ø Ë"x2Ï" SQ
Õ"ø
1"ø
HDU14*
HDU11
HDU8
HDU4
HDU2
1"ø
4x
4x
4x
6x6
6x6
6x6
TOP OF
FOOTING
FIN FLR OR TOP
OF CURB
SILL £ & ANCHORAGE PER SW SCHED
MIN3"
LOCALLY DEEPEN FTG
TO MAINTAIN CLR COVER
AB & WASHER PER SCHED
PROVIDE NUT ES WASHER
Ñ"ø
Ñ"ø
Í"x3Ï" SQ
12"
SHEAR WALL SHTG
NOT SHOWN
1" M NI
PIPES THRU FTG
12" MIN FROM HD
*NUTS AT ANCHOR ROD TO BE HEAVY HEX
EMBED £ BLW BOT REINF, 12" MIN
Ë"x2Ï" SQ
Ë"x2Ï" SQ
Ì"x3" SQ
WALL PEN TYP
3" CLR MIN
16d @ 12"oc
16d @ 12"oc
STUD WALL
16d COMMON
AT PEN SPCG
PEN
SHTG AS
OCCURS
PEN
POST & HD
STUDS AT INTERSECTION HD AT CORNER
STUDS AT CORNER HD AT CORNER AND END
STUDS AT INTERSECTION HD AT INTERSECTION
STUDS AT INTERSECTION HD AT INTERSECTION
POST & HD
POST & HD
16d AT PEN SPCG
STUD WALL
SHTG
STUD WALL
16d @ 12"oc
SHTG
10d @
12"oc
MIN
SHTG
PEN
SHTG
TRIMMER
PEN
STUD
WALL
SHTG
PEN
16d COMMON
AT PEN SPCG
SHTG
PEN
SHTG
16d AT PEN
SPCG
16d AT
PEN SPCG
16d COMMON
@ 12"oc
PEN
PEN
16d AT
PEN SPCG
SHTG
16d COMMON AT
PEN SPCG
16d AT PEN PEN
SPCG
SHTG
WHERE
OCCURS
PEN WHERE
OCCURS
PEN
GECA
BDFH
POST & HD
16d AT PEN
SPCG
SHTG
SHTG
SHTG
STUD WALL
STUD WALL
PEN
PEN
PEN
SHTG
16d @ 12"oc
RIM JOIST/BLKG TO TOP £, 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
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
STUD TO SOLE PLATE, TOE NAIL
DOUBLE STUDS AT EXTERIOR WALLS, FACE NAIL
DOUBLE STUDS, FACE NAIL
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
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
10d @ 6"oc
(2) 10d
(3) 16d
(1) 16d
(2) 10d
(2) 10d
(2) 10d OR (2) 16d
(2) 8d
(2) 16d
16d @ 16"oc
(3) 16d @ 16"oc
(2) 16d
(4) 8d
16d @ 12"oc
16d @ 24"oc
16d @ 12"oc
(3) 16d
16d @ 16"oc ALONG EACH EDGE
(3) 16d
(4) 8d
(3) 16d
(3) 16d
16d @ 12"oc
(4) 10d
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.
1Í" MIN PENETRATION AT 8d
1Ï" MIN PENETRATION AT 10d
INTO JST, STUD OR BLKG
É" GAP BTWN PANELS
SECTION AT TYPICAL NAIL SPACING
(4"oc OR MORE SPACING AT FLOOR OR ROOF)
(6"oc SPACING AT SHEAR WALL)
PEN, STGR ROWS
ON ES OF JT
PEN AT 2x/3x PEN AT 3x
3x
3/8" 1/2"
STGR ALONG EA
ROW OF PEN
PEN AT 4x
4x
1/2"
3/4"
2x/3x
É" GAP BTWN PANELS
1Í" MIN PENETRATION AT 8d
1Ï" MIN PENETRATION AT 10d
INTO JST, STUD OR BLKG
3/8" AT 2x 3/4" AT 3x PEN TYP
TYP
PEN
TYP
PEN
BRG NON-BRG
HEADER SCHEDULE
NOMINAL HEADER
MAX SPAN
4x12 OR 6x10 4x10 OR 6x8
6'-0" 4x8 OR 6x6
4x10 OR 6x8
6x12
4x6 OR 6x6
4x8 OR 6x6
4x10 OR 6x8
8'-0"
10'-0"
12'-0"
(2) 2x CONT TOP £, UNO
CONDITION WHERE
BOLT OCCURS AT STUD
A35 ONE SIDE T&B AT EXT OPENINGS Ä 6'-0"
A35 ES T&B AT OPENINGS > 6'-0"
A35 T&B TYP AT EXT OPENING Å 4'-0"
(1) 2x TRIMMER, TYP
(2) 2x TRIMMER AT OPENING > 6'-0", UNO ON PLANS
DBL £ AT OPENINGS > 4'-0"
NO SPLICES ALLOWED
NAILS TO MATCH LAP SPLICE,
ES OF SPLICE (16d @ 12"oc MIN)
PTDF SILL £
HDR PER
SCHED,
UNO ON PLAN
TYP DOOR
TOP £ BREAK
(AT STUD)
BOT £ BREAK
(AT STUD)
1. 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 £ AS REQD BY OPENING HEIGHT.
5. AT 2x8 WALLS, USE 6x HEADER + 2x + SHIM OR 6Ó" GLB + SHIM.
TREAT END W/
PRESERVATIVE
AT CURB
(4) 16d, TYP
#4x CURB
BAR AT DOOR
18"
(2) 16d AT 2x4 STUDS
(3) 16d AT 2x6 & 2x8 STUDS
(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
2x BLKG
A35
Ó"ø HOLE
CSK 1" MAX
FOR NUT &
WASHER
(2) 16d
AT EA £
TYP
WINDOW
* = 12" MAXIMUM
4Ï" MINIMUM
*
TYP UNO
AB PER * *
END OF SILL £ OR
NOTCH OR HOLE WIDER
THAN 1/3 £ WIDTH
CURB WHERE
OCCURS AT 3x SILL:
(4) 10d TN AT 2x6
(6) 10d TN AT 2x8
NOTCHING OF STUDS NOT PERMITTED.
FOR HOLES IN STUDS SEE
W/ (12) 16d, TYP UNO
4'-0" MIN LAP SPLICE
HDR PER
SCHED,
UNO ON PLAN
A35 T&B TYP AT EXT OPENING Å 4'-0" 2
0-S1.20
STUDS PER F
0-S0.10
2x BLKG AT SHTG
JOINTS, UNO
C
0-S0.10
SILL £ SIZE, AB SIZE, AND
AB SPCG PER SW SCHED,
GALV £ WASHER MIN
0.229" x 3" SQ
2x BLKG AT ALL UNSUPPORTED
EDGES, 3x BLKG AS REQD PER
SW SCHED AND WHERE SHTG
OCCURS ON ES OF WALL
M NI LENGTH PER PLAN SAD FOR ACTUAL LENGTH
12"oc FIELD NAILING, TYP
STGR WALL PEN AT SHTG
SPLICES PER
Ï" MAX CLR, £ WASHER
EDGE TO INSIDE FACE OF
SHTG
WALL PEN
TRIM STUD OR TRIM POST
AS OCCURS AT OPNG
STGR AB WHERE SHTG
OCCURS ES
SHTG ES AS OCCURS
4Ï" MIN AND 12" MAX AB TO £
END OR SPLICE
SHTG SPLICE ALIGNED W/ ¢
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 UNO PER PLAN
WALL CORNER/END/
INTERSECTION PER
SECTION
PLAN VIEW
NOTES:
1. PEN = PLYWOOD/OSB EDGE NAILING PER SW SCHED.
2. SILL £ AB WASHER HOLE MAY BE OVERSIZED UP TO Ê". WASHER MAY BE DIAG SLOTTED UP TO 1Ó" IN LENGTH. WHERE HOLE IS OVERSIZED OR SLOTTED, PROVIDE STD CUT WASHER.
AB TO OCCUR WITHIN
MIDDLE THIRD OF SILL £,
INCREASE £ WASHER
SIZE AS REQD
BOT OF WALL CONDITION
VARIES, SEE PLAN
WALL STUD PER PLAN TYP UNO
SILL £ SPLICE AS OCCURS
8 0-S1.20
8 0-S1.20
11 0-S1.20
9 0-S1.20
SW
SW
SW
SW
OPENING
FRMG
DBL TOP £
WALL PEN
HDR
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
WALL PEN
FRMG OR FDN
DBL ROW
PEN TO FULL
HEIGHT KING
STUD OR HD
POST, TYP
WALL PEN
HD AS
OCCURS
PER PLAN
NOTE:
FRAMING SHOWN IS SCHEMATIC,
SEE PLAN FOR SPECIFIC REQUIREMENTS
SLOPING TOP £ AS OCCURS
8 0-S1.20
1212 fourth street | suite z
santa rosa ca 95404
zfa job no.
zfa.com
707.526.0992
copyright © 2024
Drawing No.
Drawing Title
SKA Project Number:
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.
Revision Number DATE ISSUE DESCRIPTION
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.
21 20 19 18 17 16 15 14 13 12 10 89 4567
3 2
1 MLKJHGFEDCBANPQRO
11 21 20 19 18 17 141516 13 12 11 10
9 8
7 6
5 4
3 12
MLKJHGFEDCBANPQRO
Architect of Record Contractor
CLIENT
© 2024 Shah Kawasaki Architects
RECONCILIATION SET
10/2/2024 4:53:40 PM C: U\ sers\bretts O\ neDr vi e - ZFA Structural Eng ni eers D\ ocuments\23656_Alameda County Fire Tra ni ni g_S22C_brett @s zfa.com.rvt
ALAMEDA COUNTY
FIRE TRAINING
CENTER
0-S1.20
TYPICAL WOOD
DETAILS
NOT FOR CONSTRUCTION
5053 GLEASON DRIVE, DUBLIN, CA
94568
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612
23656
2 3/4" = 1'-0"
HOLES AND NOTCHES IN WOOD STUDS,
JOISTS, AND PLATES
3 3/4" = 1'-0"
TYPICAL BEAM IN AND THRU STUD WALL
4 3/4" = 1'-0"
TYPICAL NON-STRUCTURAL STUD WALL DETAILS
5 3/4" = 1'-0"
OPENING IN DIAPHRAGM
6 3/4" = 1'-0"
SMALL OPENINGS IN SHEAR WALLS
8 3/4" = 1'-0"
TYPICAL HOLDOWN
9 3/4" = 1'-0"
TYPICAL PLAN VIEW OF STUD WALL INTERSECTIONS
10 3/4" = 1'-0"
NAILING SCHEDULE
11 1 1/2" = 1'-0"
SHEATHING NAILING
1 3/8" = 1'-0"
TYPICAL STUD WALL AND OPENING FRAMING
7 3/4" = 1'-0"
SCHEMATIC SHEAR WALL CONSTRUCTION
12 1/4" = 1'-0"
SCHEMATIC SHEAR WALL ELEVATION
10/02/2024 50% DESIGN DEVELOPMENT 10/02/2024 100% DESIGN DEVELOPMENT FDN & STL 168
3. NAILS TO MATCH LAP SPLICE ES OF SPLICE (16d @ 12"oc MAX)
1. AT LAP SPLICES, SPACE NAILS @ 3"oc MIN (MAX 12"oc). STAGGER AT 2Ï" GAGE.
2. USE STRAP SPLICE WHERE BM INTERSECTS TOP £.
4. USE SPLICE TYPE A UNO.
NOTES:
SPLICE BOTH
£ HERE
2x SB W/ PEN & 16d AT
PEN SPCG TO £
STRAP
CASE 1 CASE 2
(1)
EQUAL # NAILS EE
EQ EQ
LAP
SEE
NOTE 3
SEE
NOTE 3
STUD ALIGNED UNDER
PLATE SPLICE, TYP
CASE 1 CASE 2
CASE 3 CASE 4
HUS HGR TO FIT
BLW STRAP
NOTCH TOP OF
JST AS REQD
STRAP
3Ï" MAX DEEP x Ë" MAX
WIDTH SLOT IN BM
DRILL STRAPS FOR HGR NAILS
STRAP
DBL STRAP
AS OCCURS
STRAP
¢
STRAP OVER
SHTG OPTION
SLOT BM NEAR END ONLY
PER CASE 3
BM AS OCCURS
SEE NOTE #3
1 1/2" 4" 7"
1 3/4" 1 3/4"
1" MIN 1" MIN
SPLICE NOTES:
1. 2.
3. 4.
PROVIDE 3x OR (2) 2x
STUDS AT SPLICE
ALL NAILS TO BE 10d
NAIL ALL HOLES
FOR CASE 1, SPLICE W/
MSTA36 AT BM
USE SPLICE TYPE 'A'
UNO
CASE 1 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.
CUT LENGTH
EQ EQ
CUT LENGTH
END LENGTH (EL) REMAINDER LENGTH (RL)
4 1/2" MIN
4 1/2" MIN
12" MAX, TYP
1.5D < L < 3D
4 1/2"
4 1/2" 4 1/2"
SW SCHED
SPCG PER
PER SCHED
4 1/2"
14 1/2" MAX 4 1/2"
SW SCHED
SPCG PER
M NI
2 1/2"
PER SCHED
4 1/2"
MAX
14 1/2" 4 1/2"
SW SCHED
SPCG PER
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 WHERE
NECESSARY. AB DIA AS REQD BY SW
SCHED. MATCH CAST-IN-PLACE EMBED.
CASE 3 CASE 4 CASE 5
D
PER SCHED
A
A
A
ABCD
SW
SW
SW
SW
48"
64"
80"
N/A
32"
48"
64"
N/A
48"
64"
N/A
N/A
SCHEDULE A
CASE 1 - SINGLE, CONDUIT DIAMETER Ä D/3, MIN SPCG = 16"oc CASE 2 - SPLIT IN SILL
CASE 3 - SINGLE, CONDUIT DIAMETER > D/3
CASE 4 - NOTCH FOR CONDUIT CASE 5 - MULTI CONDUIT, DIAMETER > D/3
CONDUIT - LOCATE ON SIDE
OPPOSITE FROM SW SHTG
SPLITS LONGER THAN 3D
REQUIRE REPLACEMENT OF SILL
SILL SPLICE
AS OCCURS
¢ SILL &
CONDUIT
OFFSET CONDUIT
15/0-S1.10
12" MAX
AND
HIGHER
HSS COLUMN AT END OF WALL
HSS COLUMN WITHIN WALL HSS COLUMN AT CORNER
WIDE FLANGE NAILER
(EDGE OF OPNG SIM) (CHANNEL & HSS SIM)
WALL PEN
HSS COL PER PLAN
2x TRIM STUD,
SAD FOR END OF
WALL LOC
2x OR 3x ES
SEE OTHERWISE
2x ES W/ Ñ"ø WTS
@ 32"oc, TYP UNO -
PROVIDE 3x ES W/ Ñ"ø
WTS @ 24"oc AT WALL
PEN LESS THAN 6"oc
NOTE: PROVIDE
BOLTS 4Ï" MIN &
12" MAX FROM EE
OF ALL NAILERS
WALL SHTG ES AS OCCURS 4x ES W/ Ñ"ø WELDED
THRD STUD @ 24"oc,
TYP UNO - PROVIDE
Ñ"ø WTS @ 12"oc AT
WALL PEN LESS THAN
4"oc, BEVEL CORNER
OF NAILERS
SEE OTHERWISE
3x W/ Ñ"ø WELDED
THRD STUD @ 32"oc,
CSK (1" MAX) , TYP
UNO
BLKS WHERE
REQUIRED ALIGN
W/ NAILER ABV
2x UNO, CSK NOT
PERMITTED AT 2x
PAF @ 24"oc SHIM AS
REQD
MB MAY BE USED IN LIEU
OF WELDED THRD STUD
AB
CD
A
SEE OTHERWISE A
A
Ì
TYP
MAX Ï"
ALTA
B
A
B
SECTION THRU PURLIN
SECTION THRU DECKING
AT STRUCT SHTG SPLICE
STRUCT
ROOF SHTG
NON STRUCT
ROOF SHTG
RIGID INSUL W/ SLEEPERS
AT INT SPACES, SAD
ROOF PEN
2x T&G DECKING
16d AT ROOF PEN
TO PURLIN PURLIN
8dx1Ï" AT PEN TO 2x
T&G DECKING
SPLICE STRUCT SHTG OVER
SUPPORTS ONLY
2x DECKING BLW CENTERED
AT STRUCT SHTG SPLICE
PURLIN BLW
PLAN VIEW
10d TN @ 12"oc STGR SLEEPER TO FRMG, TYP
VERIFY TN DOES NOT EXTEND WITHIN Ï" OF
UNDERSIDE OF 2x DECKING FOR APPEARANCE.
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 CURB PER MECH
DWGS
Ë"øx3" LAG BOLT @ 24"oc &
6" FROM ENDS (MIN (3) ES)
4x OR GLB
4x W/ Ï"ø LAG BOLT
@ 32"oc & 12" FROM ENDS
(MIN (2) ES)
OMIT WHERE NOT REQD
M NI
3Ï"
NOTES:
Í"ø LAG SCREW
(2) Ë"ø x 4" WS AT ¢ BM
CASE I CASE 2
(WHERE D IS LESS THAN
OR EQUAL TO 1Ï")
(WHERE D IS
GREATER THAN 1Ï")
SIM AT LOW
BM END
D
2 "
D
AB
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 + 2Ï". 2"
TOP PLATE SPLICE SCHEDULE
MARK LAP SPLICE (CASE 1) STRAP SPLICE (CASE 2)
(12) 16d PER 4'-0" MIN LAP MSTC28
(22) 16d PER 4'-0" MIN LAP
(26) 16d PER 6'-0" MIN LAP MSTC52
(32) 16d PER 6'-0" MIN LAP MSTC66
(36) 16d PER 8'-0" MIN LAP MSTC28 EA SIDE
MSTC40
MSTC40 EA SIDE
ABCDEFG (50) 16d PER 10'-0" MIN LAP MSTC52 EA SIDE
(44) 16d PER 8'-0" MIN LAP
LEDGER SPLICE SCHEDULE
MARK STRAP/PLATE 112 MSTI60 2 CMST14x6'-0" 2
£Ë" W/ (6) 1"ø MB
ES OF SPLICE
CASE STRAP/PLATE
MSTA24
MSTI48
CMST14x5'-6"
(2) MSTI48
MSTA30
CASE --334
ABCDE
TIE STRAP SCHEDULE
MARK STRAP
MIN.
NAILING
ES OF CASE 1
CASE 2
MAX. NAIL SPACING
EL RL
MIN. END
LENGTH
(EL)
(SEE NOTES #1 & #2)
CS16
CS14
CMSTC16
CMST14
CMST12
(10) 10d
(13) 10d
(25) 10d
(33) 10d
(43) 10d
FILL ALL NAIL
HOLES
FILL ALL NAIL
HOLES
FILL ALL NAIL
HOLES
FILL ALL NAIL
HOLES
FILL ALL NAIL
HOLES
10d @ 4"oc
STGR
10d @ 4"oc
STGR
10d @ 3"oc
STGR
10d @ 3Ï"oc
STGR
10d @
3Ï"oc STGR
12"
16"
24"
32"
48"
10d @ 4"oc
STGR
10d @ 4"oc
STGR
10d @ 3"oc
STGR
10d @ 3Ï"oc
STGR
10d @
3Ï"oc STGR
ABCDE
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 .
JOIST SIZE
CEILING JOIST SCHEDULE
MAX SPAN
HANGER IF
REQUIRED
LEDGER IF REQUIRED
2x8 @ 16"oc
9'-0" 2x4 @ 16"oc
2x6 @ 16"oc
2x10 @ 16"oc
12'-6"
14'-0"
19'-0"
LU24
LU26
LU28
LU210
2x4 W/ (2) 16d @ 16"oc
2x6 W/ (3) 16d @ 16"oc
2x8 W/ (4) 16d @ 16"oc
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.
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. 3x
(5) EQ SPACES
3x/4x LEDGER (OR
TOP £ AS OCCURS) M NI 1 1/2"
(2) ROWS PEN AT 3x
(SIM AT 4x)
(2) STAGGERED
ROWS PEN
4x
(7) EQ SPACES
(3) ROWS PEN AT 4x
M NI
1 1/2"
3x
(2) ROWS PEN AT 3x
3/8"
1/2"
4x
(2) ROWS PEN,
STGR, ES JT
(2) ROWS PEN AT 4x
1/2"
3/4"
4x
(3) ROWS PEN,
STGR, ES JT
(3) ROWS PEN AT 4x
3/8" 1/2"
1/2"
(3) STAGGERED
ROWS PEN
SECTION AT BOUNDARY MEMBER SECTION AT SHEATHING PANEL SPLICE É" GAP BTWN PANELS
(2) ROWS PEN,
STGR, ES JT
JST, BM, OR BLKG
1212 fourth street | suite z
santa rosa ca 95404
zfa job no.
zfa.com
707.526.0992
copyright © 2024
Drawing No.
Drawing Title
SKA Project Number:
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.
Revision Number DATE ISSUE DESCRIPTION
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.
21 20 19 18 17 16 15 14 13 12 10 89 4567
3 2
1 MLKJHGFEDCBANPQRO
11 21 20 19 18 17 141516 13 12 11 10
9 8
7 6
5 4
3 12
MLKJHGFEDCBANPQRO
Architect of Record Contractor
CLIENT
© 2024 Shah Kawasaki Architects
RECONCILIATION SET
10/2/2024 4:53:41 PM C: U\ sers\bretts O\ neDr vi e - ZFA Structural Eng ni eers D\ ocuments\23656_Alameda County Fire Tra ni ni g_S22C_brett @s zfa.com.rvt
ALAMEDA COUNTY
FIRE TRAINING
CENTER
0-S1.21
TYPICAL WOOD
DETAILS
NOT FOR CONSTRUCTION
5053 GLEASON DRIVE, DUBLIN, CA
94568
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612
23656
1 3/4" = 1'-0"
TOP PLATE SPLICE SCHEDULE AND DETAILS
2 3/4" = 1'-0"
LEDGER OR RIM SPLICE SCHEDULE
3 3/4" = 1'-0"
TIE STRAP SCHEDULE
4 3/4" = 1'-0"
CEILING JOIST SCHEDULE
5 3/4" = 1'-0"
HOLES IN PLATES AT SHEAR WALLS
6 3/4" = 1'-0"
TYPICAL STEEL BEAM/COLUMN NAILERS
7 3/4" = 1'-0"
RIGID INSULATION OVER 2x T&G DECKING W/ SLEEPERS
8 1 1/2" = 1'-0"
MECHANICAL CURB DETAIL ABOVE 4x OR GLB
9 3/4" = 1'-0"
BEAM SEAT CUT/NOTCH REINFORCEMENT
10 1 1/2" = 1'-0"
FLOOR/ROOF SHEATHING - MULTIPLE NAIL ROWS
10/02/2024 50% DESIGN DEVELOPMENT 10/02/2024 100% DESIGN DEVELOPMENT FDN & STL 169
"b"
ADDL FASTENER 4" EA
SIDE OF JAMB STUDS
AT DEFLECTION
TRACK PER
STUDS, JAMBS,
AND MULLIONS
PER SCHED
SEE
BRIDGING PER
#8 SMS TO EA
STUD TYP
AT HDR
FOR PARTIAL HT
WALL SEE
SYM
ABOUT ¢ 4" 4"
1 0-S1.31
___________
5 0-S1.30
___________
1 0-S1.30
___________
10 0-S1.31
___________
11 0-S1.30
___________
4 0-S1.30
___________
12 0-S1.30
11 0-S1.30
___________
11 0-S1.30
AT ___________
SILL
13 0-S1.30 7
0-S1.30
TRACK
PER
FOR CONN
TO CONC
SEE 1
0-S1.30
___________
8 0-S1.30
___________
9 0-S1.30
___________
3 0-S1.30
___________
1. TYPICAL TRACKS TO BE SAME GAUGE AS STUD, 43 MIL MIN (UNO). FLANGE TO BE 1Ï" MIN.
2. MULTIPLE ADJACENT WINDOWS TO EACH HAVE INDIVIDUAL HEADERS AND FULL JAMB STUDS BETWEEN WINDOWS.
3. TYP WALL BRIDGING/BLKG PER .
4. TYP STUD/JOIST TO TRACK PER .
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 .
7. JAMBS TO CONTINUE TO FOUNDATION AT MULTI-STORY CONDITIONS.
8. METAL STUD SECTIONS THAT ARE PART OF BUILT-UP HEADERS SHALL BE UNPUNCHED.
MINIMUM MEMBER SIZE
COLD FORMED FRAMING SCHEDULE
LOCATION
MAX
SPACING
UNO
MAX
SPAN/LENGTH
REFERENCE
DETAIL
400S162-43 18'-0" 16"oc
400S162-54 15'-0" 16"oc
INTERIOR STUDS
INTERIOR STUDS
W/ SHELVING
OR EQUIPMENT
ANCHORAGE
(2) 600S162-43 STUDS AND
(2) 400T150-43 TRACKS
INTERIOR HEADERS
(2) 400S162-33 STUDS AND
(2) 400T150-43 TRACKS
400T200-43
(OR 600T200-43)
b Ä 12'-0"
b Ä 8'-0"
b Ä 4'-0"
400S162-43 STUD AND
400T150-43 TRACK
(OR 600S162-33 AND
600T150-33)
INTERIOR SILLS
400T150-43
(OR 600T150-43)
b Ä 8'-0"
b Ä 14'-0"
b Ä 12'-0"
INTERIOR JAMBS
15'-0"
(2) 400S162-43
(OR (2) 600S162-33)
400S162-43
(OR 600S162-33)
15'-0"
b Ä 4-0"
CEILING 400S162-33
JOISTS
10'-0"
600S162-43 17'-0"
16"oc
16"oc
CEILING
HANGERS 400S162-43 &
400T150-43
400S162-43 h Ä 6'-0"
h Ä 8'-0"
SEE
SEE
SEE
SEE
11 0-S1.30
SEE
11 0-S1.30
600S162-33 30'-0" 16"oc
(2) 800S162-43 STUDS AND
(2) 600T150-33 TRACKS
1/0-S1.31
6/0-S1.30
2/0-S1.30
600S162-43 15'-0" 16"oc
7 0-S1.31 7
0-S1.31
11 0-S1.30
ANCHOR PER SCHED
NOTE;
NO POWDER
DRIVEN PINS
AT CURB
MIN EDGE
DISTANCE
PER SCHED
ES AT CURB
CONC OVER METAL DECK
ANCHOR PER
SCHED
CONC SLAB
PER PLAN
STUD & TRACK
PER SCHED
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 1Ï" AND MAX 3" OR MIN CONCRETE EDGE DISTANCE AS OCCURS.
STL FRAMING
AT CURB OR CONC WALL AT SLAB ON GRADE
STL FRAMING
PER PLAN
ANCHOR TYPE, DIAMETER AND SPACING
INTERIOR WALL
SLAB ON GRADE
LOCATION
SCREW
ANCHOR
Ï"ø @ 48"oc
CAST-INPLACE
Ï"ø @ 48"oc
Ï"ø @ 48"oc
Ï"ø @ 32"oc Ï"ø @ 32"oc
MIN CONC EDGE
DISTANCE
1Ó" 3"
POWDER
DRIVEN
PINS
3"
EXPANSION ANCHOR
3"
NOT
PERMITTED
0.157"ø @ 16"oc Ï"ø @ 48"oc
EXTERIOR WALL
SLAB ON GRADE
(H=15'-0" MAX)
INTERIOR WALL
SLAB ON MTL DECK
EXTERIOR WALL
SLAB ON MTL DECK
(H=15'-0" MAX)
STL FRAMING
(H=14'-0" MAX)
Í"ø @ 48"oc N/A
Í"ø @ 16"oc N/A
NOT
PERMITTED
N/A
0.157"ø @ 16"oc
0.157"ø @ 16"oc N/A N/A
REF DETAIL &
NOTES
BACCD
AB
CD
STAGGER
PINS
DETAIL
MIN EDGE
DISTANCE
PER SCHED
ANCHOR
PER SCHED
ANCHOR PER SCHED
NOTE #4
Í"ø @ 48"oc
Í"ø @ 16"oc
15 0-S1.10
17 0-S1.10
10" MIN TO FIRST
PUNCH-OUT TYP
NOTE:
STUDS TO HAVE FULL
BEARING ON TRACK TYP
WELD ATTACHMENT
SCREW ATTACHMENT
#8 SMS ES
(2) #8 SMS
IF PUNCH-OUT OCCURS
AT RUNNER - PROVIDE
1"x1Ï" END STIFF TO
MATCH STUD GA
Ó
BOTH
SIDES
É Ó
BOTH
SIDES
REPAIR AT PUNCH-OUT
#8 SMS ES
10" MIN TO FIRST
PUNCH-OUT TYP
OPTION A
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.
TOP TRACK "T150" TO MATCH
STUDS, 54 MILS MIN AT INT
STUDS, 68 MILS MIN AT EXT
STUDS UNO NO ATTACHMENT
TO TRACK BLW
STUDS PER ELEV OR DETAILS
"T200" TRACK TO MATCH SIZE
& THICKNESS OF TYP STUDS
UNO W/ #8 SMS ES TO EA
STUD OR JAMB PIECE IN BOT
Ï" OF TRACK
3/4" GAP
1 0-S1.31
___________
OPTION B
54 MILS MIN SLOTTED SLIP
TRACK W/ ALLOWANCE FOR
Ó" DEFLECTION INSTALL PER
MFR & ICC ES REPORT
STUDS PER ELEV OR DETAILS
(INTERIOR WALLS ONLY) 3/4" GAP
ATTACHMENT TO
STRUCTURE PER 2
0-S1.30
___________
2"xÑ"x54 MILS COLD
ROLLED @ 16"oc OR
Z @ 16"oc W/ (2) PAF
FIREPROOFING SAD
STL BM PER PLAN
TOP TRACK PER
(2) #10 SMS
WALL AT BM
WALL AT BM W/ FIREPROOFING É 4
OPTION
x 54 MILS
1Ï"
1Ï" 2"
B
TOP TRACK PER (2) PAF @ 16"oc
OR OPTIONAL WELD
STL BM PER PLAN
WALL OFFSET AT BM É 1-24
OPTION AC
1" MAX
2"xÑ"x54 MILS COLD
ROLLED @ 16"oc OR
Z @ 16"oc W/ (2) PAF
STL BM PER PLAN
TOP TRACK PER
(2) #10 SMS
x 54 MILS
1Ï"
1Ï" 2"
4" MAX
É 4
OPTION
4 0-S1.30
4 0-S1.30 4
0-S1.30
(2) PAF OR OPTIONAL WELD
(2) PAF OR OPTIONAL WELD
CLIP EA SIDE W/ CONNECTIONS
PER SCHED ABV
NOTCH TRACK
FOR CLIPS
TYP SLIP TRACK
PER OTHER DETAILS
CLIP
MIN JAMB
STUD THICKNESS
CONN TO
STUD
CONN TO
ABV
SIMPSON
SCW
(2) #14
SMS
(2) #12
STL NETWORK SL
CLIP
(3) #12
SMS
(3) #12
43 MILS
43 MILS
4"x2"x97MILSx4"
CLIP W/ Ë"x2" VSH
(2) #12
SMS
(2) #12 43 MILS
NOTES
NOTE: PROVIDE CLIP ES JAMB STUD AT ALL OPENING GREATER THAN 4'-0" GAP 3/4"
BM PER PLAN
DEFLECTION TRACK
(2) PAF @ 16"oc (2) ES AT
JAMBS OR OPTIONAL WELD
VERTICLIP CLIP SL600 JAMB
CLIP AT OPNG O/ 6'-0" WIDE,
PROVIDE CLIP ES AT OPNG O/
9'-0" WIDE, SHOOT EA CLIP TO
STL BM W/ (4) PAF TYP
3"
É 1Ï-16
INTERRUPT TRACK TO PASS
JAMB CLIPS
OPTION
2 WELDS ES JAMB
FOR INFORMATION
NOT NOTED SEE 5
0-S1.30
ALT TO WELDS:
#8 SMS @ 12"oc
(TYP 4 PLACES)
STUDS
É 2-12
ES
TRACK & STUD
TRACK & STUD
TRACK ONLY
TRACK ONLY
É 2-12
ES
É 2-12
ES
STUD
TRACK
TRACK
STUD
TRACK
TRACK
B
HEADER CONFIGURATIONS
C
SILL CONFIGURATIONS
TRACK T&B
1 0-S1.30
___________
ALT TO WELDS:
54 MILS x 2" x 4" £ W/
(4) #8 SMS @ 24"oc ES
NOTE:
SEE SCHEDULE
FOR REQD TRACK
AND STUD SIZES.
MULTIPLE TRACKS & STUDS
É 2-12
ES
1-12
TYP
OR
1Ï-18
A
#10 SMS @ 6"oc TYP
JAMB STUDS
PER SCHED
TRACK THICKNESS TO
MATCH JAMB STUDS
(4" MAX DEPTH)
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
JAMB STUD CONFIGURATIONS
WELDED CONNECTION
BACK-TO-BACK CONNECTION
BOXED CONNECTION
ALT SCREWED CONNECTION
(INTERIOR NON-BRG ONLY)
54 MILS £ 3" x HEADER HT ES W/ (3) #8 SMS
TO JAMB & HDR (OMIT AT TRACK & FLAT
STUD HEADER)
L1Ï"x1Ï"x TRACK GAUGE OR 54 MILS MIN x
(STUD WIDTH -Ï") W/ (3) #8 SMS EA LEG T&B
É
TYP T&B
É
1 TYP ES (T&B AT
TRACK & FLAT
STUD HDR)É 2-10
(2) WELDS
ES TYP
BEND AT
TRACK WEB
SCREWED CONNECTION
TRIMMER WHERE OCCURS
HEADER PER
SCHED
JAMB STUDS PER SCHED
CUT & BEND TRACK AS SHOWN
11 0-S1.30
___________
(3) #8 SMS TYP
CUT FLANGE ES & EXTEND WEB TO
OVERLAP W/ JAMB W/ (3) #8 SMS ES
WELDED CONNECTION
BCA
ALT CONNECTION
#8 SMS ES TYP
(3) #8 SMS TYP
CUT & BEND AS SHOWN T&B
JAMB STUDS PER SCHED
É 1
ES T&B
É
T&B
11 0-S1.30
___________
WELDED CONNECTION
AB
SILL PER
SCHED
HSS BRACE PER
ELEV, BOX BM
CONN NOT
PERMITTED AT
BRACE
PROTECTED ZONE
MTL STUD BOX BM
SEE OTHERWISE A
BA
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 @ 1Ï"oc
(3) MIN AT 6" HDR
(4) MIN AT 8" HDR
(6) #12 SELF DRILLING
SCREWS TO STL COL TYP
MTL STUD TRACK
MATCH THICKNESS OF
BOX BM 54 MILS MIN
MTL STUD BOX BM
WHERE OCCURS
W OR HSS COL PER PLAN
NOTE;
CONNECTIONS TO HSS BRACE W/ PROTECTED ZONE
REQUIREMENT ON S6.1.
L2x2x97 MILS x 3"
(3) #8 SMS
TRACK
PAF
#8 SMS
EA SIDE
JAMB STUD PER SCHED
#8 SMS ES
TRACK
PAF
#8 SMS ES
TRACK
PAF ES JAMB
BAC
AT DOOR < 4'-0" WIDE
AT DOOR > 4'-0" WIDE TYP
4" 2 1/2"
2 1/2"
4"
Í"ø x 4" SCREW
AB PER
2 0-S1.30
___________
JAMB STUDS
PER SCHED
JAMB STUDS
PER SCHED
FOR INFORMATION
NOT NOTED SEE
11 0-S1.30
___________
11 0-S1.30
___________
(INTERIOR ONLY)
PAF
PAF
15 0-S1.10
AT HSS COL AT CONC WALL
TRACK OR STUD W/ PAF @
16"oc OR ALT WELD
HSS PAF @ 16"oc
TYP STUD
OR TRACK
TYP STUD
#8 SMS AT 32"oc
STUDS TO STUD
TYP TRACK
#8 SMS AT 32"oc
STUDS TO STUD
TYP STUD
STUD OR TRACK
2" LARGER THAN
WALL STUDS TYP
TYP TRACK
TYP STUD
OR TRACK
É 1-16
TYP, ALT
3" MIN
TO EDGE
OF WALL
EDGE OF
WALL AS
OCCURS
1212 fourth street | suite z
santa rosa ca 95404
zfa job no.
zfa.com
707.526.0992
copyright © 2024
Drawing No.
Drawing Title
SKA Project Number:
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.
Revision Number DATE ISSUE DESCRIPTION
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.
21 20 19 18 17 16 15 14 13 12 10 89 4567
3 2
1 MLKJHGFEDCBANPQRO
11 21 20 19 18 17 141516 13 12 11 10
9 8
7 6
5 4
3 12
MLKJHGFEDCBANPQRO
Architect of Record Contractor
CLIENT
© 2024 Shah Kawasaki Architects
RECONCILIATION SET
10/2/2024 4:53:42 PM C: U\ sers\bretts O\ neDr vi e - ZFA Structural Eng ni eers D\ ocuments\23656_Alameda County Fire Tra ni ni g_S22C_brett @s zfa.com.rvt
ALAMEDA COUNTY
FIRE TRAINING
CENTER
0-S1.30
TYPICAL CFS
ELEVATION AND
CONNECTION DETAILS
NOT FOR CONSTRUCTION
5053 GLEASON DRIVE, DUBLIN, CA
94568
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612
23656
2 1" = 1'-0"
INTERIOR NON-BEARING WALL (OPENING AS OCCURS)
1 3/4" = 1'-0"
SCHEDULE - COLD FORMED METAL FRAMING, UNO
3 1" = 1'-0"
TYPICAL BOTTOM TRACK ANCHORS AT CONCRETE AND STEEL
6 1" = 1'-0"
STUD OR JOIST TO TRACK
4 1" = 1'-0"
NON-BEARING WALL TRACK AT TOP
5 1" = 1'-0"
ATTACHMENT OF NON-BEARING STUDS TO STEEL BEAM
8 1 1/2" = 1'-0"
JAMB STUD DEFLECTION TRACK
9 1" = 1'-0"
ATTACHMENT OF JAMB STUDS TO STEEL BEAM
11 1 1/2" = 1'-0"
TYPICAL NON-BEARING HEADERS AND SILLS
12 1" = 1'-0"
TYPICAL HEADER CONNECTION
13 1" = 1'-0"
TYPICAL SILL CONNECTION 10 1" = 1'-0"BOX HEADER CONN TO STEEL FRAMING 7 1" = 1'-0"
JAMB STUD BASE
14 1" = 1'-0"
TYPICAL CORNERS AND INTERSECTIONS
10/02/2024 50% DESIGN DEVELOPMENT 10/02/2024 100% DESIGN DEVELOPMENT FDN & STL 170
1/2"1/2"
1/2"
OPTION 2
OPTIONAL ATTACHMENT A
HORIZONTAL BRACING
OPTIONAL ATTACHMENT B
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 NONBEARING 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. 1Ï"x1Ï" x 54 MILS CLIP
ANGLE Ë" LESS THAN STUD
WIDTH W/ (4) #8 SMS
ALT: SIMPSON MSUBH3.25
PUNCH-OUT TAB BENT
DOWN W/ (2) #8 SMS
150U050-54
MTL 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)
(4) #8 SMS
PER BLK
33 MILS x 2" CONT STRAP OR
1Ï" CHANNEL WHERE NO
SHTG OCCURS
(1) #8 SMS AT EA
BLOCKING: INTERMEDIATE STUD
PIECE OF TRACK OR
STUD SAME GAUGE AS
STUD W/ WEB BENT
AND ATTACHED TO
STUDS W/ (2) #8 SMS
TO EA STUD
É
BOTH SIDES TYP EA STUD
SEE OPTIONAL ATTACHMENTS BLW
OPTION 1
É Ó
ALT CONN
TO SIDE
É Ó OF TAB
ALT CONN
TYP STUD/TRACK PUNCHOUT
SMALLER
d/2 OR 2" MAX
WHICHEVER IS
ACTUAL SHAPE
OF PUNCHOUT
MAY VARY; NOT
TO EXCEED
MAX DIM
24" oc M NI
d
4" MAX
10" M NI
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)
16 GA x 8" STRAP W/ (3) #10 SMS
AT EA STUD
TYPE 1
(MAX LOAD 50 PLF)
A
A
L 1Ï"x1Ï"x 54 MILS x (STUD WIDTH -Ï") 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
(MAX LOAD 400 PLF)
11 0-S1.30
4" MAX
MIN EQ EQ
BM PER PLAN
162S125-33 MIN STUDS
@ 16"oc AT BM DEPTH Å 14"
AS REQD FOR FINISH
ATTACHMENT, BOTH
SIDES AS OCCURS
PAF @ 24"oc TYP
TRACK TO STL BM
#8 SMS TYP
INCREASE STUD WIDTH
AS REQD
BRACE SIZE & SPACING
PER
TOP TRACK
ALT BRACE IF POSSIBLE A A12" MAX
1" MIN 1" MIN
¢ TOP TRACK SPLICE
NESTED S162 STUD SAME
MILS AS TRACK
(4) #10 SMS EA
SIDE OF SPLICE
3" 3"
L3x3x54 MILx0'-4" W/
(4) #10 SMS EA LEG 9
0-S1.31
WINDOW
ABV
TOP OF SLAB
WINDOW
CONT TRACK
(68 MILS MIN)
HSS4x4xË
@ 6'-0"oc MAX
UNO ON PLAN
OR ELEV
#12 SMS ES
EA VERT
STUD (68 MILS
MIN) ES W/ (4)
#12 SMS TO HSS
TRACK CONT
CUT TO ALLOW
HSS TO PASS
24"
#3
Ê
A
A
FOR INFORMATION
NOT NOTED SEE
B
1 1/2" 1 1/2"
TYP 1/2"
B
Ñ"ø x 6" SCREW
ANCHOR PER
UNO
£Í"
¢ HSS, BASE £ & AB
1 1/2" 1 1/2"
1/2"
¢
¢
AT CORNER
1/2"
15 1 1/2" 1 1/2"
0-S1.10
OPTIONAL ATTACHMENTS
CLG HGR
CONT BLKG
PER
(4) #8 SMS
CLG HGR AS REQD
CONN AT TOP
SEE OR
BRACE @ 48"oc PER UNO
CLG JSTS PER
WALL STUDS
CONT 400S162-43 CLG JST
STRONG BACK AT MID-SPAN OR
BLK SOFFIT JST PER
OMIT AT SPAN < 12'-0"
TRACK AT END
AS OCCURS
CLG JSTS
(4) #8 SMS
CONT TRACK
SIZE & GA TO
MATCH JSTS
WALL STUDS
AS OCCURS
#8 SMS ES
EA JST
É
ES
É 1
OPT AT EA STUD
1 0-S1.31
___________
1 0-S1.31
___________
9 0-S1.31
___________
8 0-S1.31
___________
BRACE AT CLG HGR
LINE WHERE OCCURS
PER
9 0-S1.31
___________
(2) #8 SMS
TYP
FOR CONN AT TOP
SEE AT SOFFIT
CONDITION TYP UNO
L1Ï"x1Ï" x 54 MILS W/ #8
SMS AT EA JST & STUD - AT
SOFFIT CONDITION
CONT 400S162 (MILS TO
MATCH JOIST) STRONG
BACK AT CLG HGR LINE
WHERE OCCURS
(3) #8 SMS AT
EA STUD OR
OPT WELD
6 0-S1.31
FOR CONN AT TOP
SEE 8
0-S1.31
1 0-S1.30
MAX SPAN PER
1 0-S1.30
BRACES
HANGER STUDS
L6x4x68 MILS x12"
MIN W/ (2) #8 SMS
AT ¢ OF LOW
FLUTE (4 SMS TOT)
CONT 68 MILS TRACK
(4) #8 SMS
HANGER STUDS
£ 97 MILS x6"x12" AT EA
HGR STUD W/ (2) #8 SMS,
ES (4 SMS TOT)
(2) #8 SMS @ 12"oc
AT ¢ OF LOW
FLUTE
CONT 68 MILS TRACK
HANGER STUDS
MTL DECKING
MTL DECKING
MTL DECKING
MTL DECKING
(4) #8 SMS
(4) #8 SMS
DIAG BRACE
DIAG BRACE
L6x4x12"x68
MILS W/ (4) #8
SMS
£ 97 MILS x12"x12"
W/ (2) #8 SMS AT
¢ OF LOW FLUTE
(4 SMS TOT) OMIT
£ IF L6x4 ALIGNS
W/ LOW FLUTE
BM AS OCCURS
CONT 68 MILS TRACK
É 3-12
OPTION
B
A
MIN1"
MIN1"
1 0-S1.30
___________
(2) PAF @ 12"oc OR WELD OPTION
FOR INFORMATION
NOT NOTED SEE
MAX 1/2"
MAX 1/2"
(2) #8 SMS TO EA HGR
400S162-43 BRACE
@ 4'-0"oc UNO
CONT STRONG BACK
PER
HANGER STUDS
PER
JST STUD OR HGR
400S162-43 BRACE AT
HGR LINE SPACING = 2x
HGR LENGTH
(4) #8 SMS
7 0-S1.31
___________ 7
0-S1.31
___________
1 1
1 1
PROVIDE 400S162-43
WHERE BRACE LENGTH
EXCEEDS 6'-0" TYP
É
TYP ALT CONN
1 1
A
A
400S162-43 BRACE
@ 4'-0"oc UNO
#8 SMS @ 16"oc
STUD WHERE
REQD
BRACE
6" MAX
1212 fourth street | suite z
santa rosa ca 95404
zfa job no.
zfa.com
707.526.0992
copyright © 2024
Drawing No.
Drawing Title
SKA Project Number:
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.
Revision Number DATE ISSUE DESCRIPTION
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.
21 20 19 18 17 16 15 14 13 12 10 89 4567
3 2
1 MLKJHGFEDCBANPQRO
11 21 20 19 18 17 141516 13 12 11 10
9 8
7 6
5 4
3 12
MLKJHGFEDCBANPQRO
Architect of Record Contractor
CLIENT
© 2024 Shah Kawasaki Architects
RECONCILIATION SET
10/2/2024 4:53:43 PM C: U\ sers\bretts O\ neDr vi e - ZFA Structural Eng ni eers D\ ocuments\23656_Alameda County Fire Tra ni ni g_S22C_brett @s zfa.com.rvt
ALAMEDA COUNTY
FIRE TRAINING
CENTER
0-S1.31
TYPICAL CFS SOFFIT &
MISCELLANEOUS
DETAILS
NOT FOR CONSTRUCTION
5053 GLEASON DRIVE, DUBLIN, CA
94568
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612
23656
1 1" = 1'-0"
WALL BRIDGING/BLOCKING
2 1" = 1'-0"
TYPICAL STUD PUNCHOUT
3 1" = 1'-0"
WALL BACKING PLATE
4 1" = 1'-0"
HEAVY DUTY WALL BACKING PLATE
5 1 1/2" = 1'-0"
INFILL AT STEEL BEAM
6 1 1/2" = 1'-0"
TYPICAL BRACE AT TOP OF PARTIAL HT WALL
10 1" = 1'-0"
TYPICAL SECTION AT PARTIAL HEIGHT WALL
7 1" = 1'-0"
TYPICAL CEILING JOIST FRMG AT FULL HEIGHT METAL STUDS
8 1" = 1'-0"
HANGERS & BRACES AT METAL DECK
9 1" = 1'-0"
TYPICAL BRACE CONNECTIONS
10/02/2024 50% DESIGN DEVELOPMENT 10/02/2024 100% DESIGN DEVELOPMENT FDN & STL 171
POUR ABV POUR BLW
NO CONDUIT IN
LAST CELL
CUT CMU FOR
ELECTRICAL
OUTLET BOX - DO
NOT OVER CUT
O
F
R
E
NI F
1 1/2" CLR
ALL AROUND
1/8" CLR MAX
OF REINF
1 1/2" CLR
1" CLR TYP
1" M
NI CLR
NOTES:
1. DETAILS SHOWN ARE FOR WALLS ONLY.
2. CONDUITS SHALL NOT BE LOCATED IN WALL PIERS PER .
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 .
ELECTRICAL CONDUIT
(2)1"ø OR (3) 3/4"ø MAX
FACE OF
CMU WEB
BLW
9/0-S1.40
8/0-S1.40
TYPE
¢ CJ (OCCURS AT BLK MODULE)
CMU WALL
TYP HORIZ REINF - CUT
50%µ OF BARS AT JT,
DO NOT CUT BARS AT
TOP OF WALL, OR AT RF
OR FLR LEVEL, OR
LINTEL REINF
TYP VERT REINF
ES JT
RAKE JT Ï" EF,
CAULKING ES FOR
WEATHER TIGHT
JT SAD
1 TYPE
ALL HORIZ REINF CONT
THROUGH JT
2 SITE WALL
ALLµ HORIZ REINF
CUT AT JT
CLOSED END BLK ES
OF JT
PRE MOLDED
CONTROL JT INSERT
TYPE
3 ALLµ HORIZ REINF CUT
AT JT
Ï"øx48" SMOOTH DOWEL
@ 32"oc W/ PVC SLEEVE
HALF OF DOWEL
µ 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
25'-0" MAX
MAX 75% H
25'-0" MAX
MAX 150% H
MIN 48" ES
OF OPNG
H
CONT LINTEL
REINF
JT ADJ TO
CORNER
WALL CORNER
JT AT
CHANGE IN
WALL HT
ELEVATION
2" CLR
E
S JT
CMU WALL
CMU WALL
CMU WALL
TYP VERT REINF ES
JT
TYP VERT REINF ES JT
RAKE JT Ï" EF, CAULKING
ES FOR WEATHER TIGHT
JT SAD
TYP VERT RINF ES JT
RAKE JT Ï" EF, CAULKING
ES FOR WEATHER TIGHT
JT SAD
HORIZ REINF AT RF
OR FLR LEDGER
TO BE CONT
NOTES:
1. "W" DENOTES WIDTH OF OPENINGS. SEE ARCH DWGS FOR SIZE & LOCATION. "b" DENOTES DIMENSION BETWEEN OPENINGS. SEE ARCH DWGS.
2. DO NOT PLACE ELECTRICAL CONDUIT IN THE SAME CELL AS VERTICAL JAMB BARS. SEE & .
3. MASONRY WALL PIERS SHALL NOT BE LESS THAN 16" WIDE SEE .
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.
STEP CMU AT SLOPED
ROOFS AS OCCURS PER
CJ AS
OCCURS
PER
TYP WALL
REINF SEE
SCHEDULE
TYP AT
CORNERS
2 4" M
NI
DOWEL ALL VERT WALL
REINF W/ STD HOOK & LAP
ADDL (3) #5 TOP AT OPNG
W/IN 48" OF END OF WALL
"W"
AT "b" Ä 48" SEE
"b"
TYP
LAP
48db MIN
TYP
LAP
LA
P
T
Y
P
TOP OF WALL
PER PLAN
TOC OR FTG
PER PLAN
TYP
INTERSECTION
12" SQ MAX
OPNG
24"
#4 ES T&B
5 0-S1.40
___________
6 0-S1.40
___________
8 0-S1.40
___________
6 0-S1.40
___________
8 0-S1.40
___________
5 0-S1.40
___________
(2) #5 AT TOP OF WALL
UNO PER OTHER DETAILS
8 0-S1.40
AT FREE END
9 0-S1.40
13 0-S1.40
(2) #5 AT BOT OF
WINDOW TYP UNO
CONT ALL LINTEL & SILL REINF
THROUGH CJ TYP AS OCCURS
4/0-S1.40 8/0-S1.40
2 0-S1.40
TOP OF WALL
REINF CONT
THRU CJ
9/0-S1.40
STD HK
(ALTERNATE
DIRECTION)
(2) #5 MIN
BREAK CELLS FOR FLOW OF GROUT TYP
CORNER INTERSECTION
SINGLE LAYER
STD HK
(2) #5 MIN
BREAK CELLS FOR FLOW OF GROUT TYP
CORNER INTERSECTION
DOUBLE LAYER
STD HK
ALTERNATE:
USE LAPPING CORNER BAR IN LIEU
OF HOOKED HORIZ BAR
LAP
LAP
LA
P
1/2" MIN CLR
3/4" MAX CLR TYP
STD HK DOWN
4'-0" MAX
OPNG
WIDTH
8'-0" MAX
OPNG
WIDTH
12'-0" MAX
OPNG
WIDTH
NOTE:
EXTEND SPECIFIED HORIZONTAL BARS BEYOND EACH SIDE OF THE OPENING PER .
WALL REINF SINGLE
OR DBL LAYER SEE
SCHED
(2) BARS TO MATCH
TYP HORIZ #5 MIN
(4 TOTAL)
LINTEL BLOCK TYP
(2) BARS TO MATCH
TYP HORIZ #5
(6 TOTAL)
(2) BARS TO MATCH
TYP HORIZ #5 MIN
TERMINATE TYP VERT
REINF IN 180° HK ALT
HK DIRECTION
DBL LAYER
REINF
CONDITION
ADDL REINF SAME
AS SINGLE LAYER
CONDITION
180° HK AT VERT
BAR EF
3 0-S1.40
CONT REINF THRU
AS OCCURS
ALT OPEN PILASTER BLK BTWN
CLOSED 16x16 W/
(2) OPEN 8x16
1/2" CLR
#3 135° CLOSED TIES @ 8"oc
UNO
(8) #5 VERT UNO PER PLAN
TYPICAL COURSES
ALTERNATING COURSES
(6) BARS TO MATCH TYP VERT #5 MIN
(4) BARS TO MATCH TYP VERT #5 MIN
12'-0" MAX OPNG
8'-0" MAX OPNG
(2) BARS TO MATCH TYP VERT #5 MIN
END OF WALL OR 4'-0" MAX OPNG
NOTES:
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.
DBL LAYER REINF CONDITION
180° HK ALT DIRECTION SEE A TYP WALL REINF
180° HK AT HORIZ BAR EF
ADDL REINF SAME AS SINGLE LAYER CONDITION
EXCEPT LOC ON FACES INSTEAD OF CENTERLINE
A
SINGLE LAYER DOUBLE LAYER
ROTATED HOOK
VERTICAL REINF
HORIZ REINF 180° HOOK AT END OF WALL
#3 œ TIES @ 8"oc
24" < b ≤ 48"
16" < b ≤ 24"
#3 œ TIES @ 8"oc
(2) #5 EA END OF PIER
(2) #5 @ 8"oc MIN BTWN ENDS
(2) #5 EA END (2) #4 @ 8"oc
b
12" 54" 82"
64"
36" 72"
24"
BAR TO BAR
CMU TO BAR
1 MAX
6 Ï"
2"
#8
#7
#6 #9#3
#4
#5
180° HOOK
90° HOOK
MINIMUM CLEARANCES
STANDARD HOOKS & BENDS
COL BAR & STRUCT OFFSET SPLICE
'CLR'
135° STIRRUP
TIES #3, #4, #5
STIRRUP
#3, #4, #5
SIZE LAP LENGTH SIZE LAP LENGTH SIZE LAP LENGTH
ALL REINFORCING BARS SHALL EXTEND AS FAR AS POSSIBLE
MINIMUM BAR LAPS FOR REINFORCING STEEL AT
MASONRY STRENGTH: 2000 PSI OR GREATER (STAGGER SPLICES)
WIRE TOGETHER AT EA
END
R = 3db
db
LAP
12db
4 db OR 2 1/2" MIN
6db, 2 1/2" MIN TYP
db
R=3 db FOR #3 TO #8
R=4 db FOR #9 TO #11
135°
CROSSTIE
#3, #4, #5
NOTE:
1. USE TEMPLATE TO SET ALL BOLTS.
2. EMBEDMENT TOLERANCE IS ±Ï" AND AS REQUIRED FOR CLEARANCE TO CMU.
3. AB SHALL PROJECT NOT LESS THAN Ë" OR MORE THAN 1" BEYOND NUT.
REMOVE EXCESS THREADS WHERE NUT IS TO BE COUNTERSUNK FLUSH 1" MIN GROUT ALL
AROUND BOLTS IN
MASONRY - FORM
AS REQD
EMBEDMENT
8" CMU WALL
EMBEDMENT
16" MIN PILASTER
5Ï" 9Ï" 12"
12" CMU WALL
EMBEDMENT
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
HEADED AB
EMBED PER SCHED 1/2" MIN CLR FOR GROUT
NOTE:
1. SEE SPECIFICATIONS FOR MAX LIFT AND POUR HEIGHTS.
CMU WALL &
REINF PER PLAN
CLEANOUTS PER
SPECIFICATIONS
DEPTH BELOW
TOP OF BLOCK
1 1/2" MIN
4" M
AX
3" MIN REMAINING AT RIPPED BLK, OTHERWISE
FORM & FILL W/ GROUT (SHOWN SHADED),
INCLUDE FACE SHELL WHERE EXPOSED TO VIEW
RIP CMU TO MATCH SLOPE
FILL W/ GROUT (SHOWN SHADED)
CONT TOP OF WALL REINF PER OTHER
DETAILS
BLK LAYOUT VARIES
4Í"
5Ë"
3Ï"
2Ñ"
SIMPSON
STRONG-BOLT 2
(IAPMO ER-240)
4"
CARBON STL EXP ANCHORS IN 2000 PSI MIN CMU
NOTES:
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.
ANCHOR TYPE
ANCHOR &
PILOT HOLE
DIA
Ó"
Ñ"
Ï"
Í"
MINIMUM
EMBEDMENT
DEPTH*
MIN
SPCG SõÙÜ
20 35
55 100
INSTALL
TORQUE
(FT-LB)
HILTI KB1
(IAPMO-ER 677) 4Ï"
5Ï"
3Ñ"
2Í" 6"
5"
5"
Ó" 6"
Ñ"
Ï"
Í" 15
25 35
50 ELEVATION
DISTANCE
4" MIN
EDGE
D
SI T
A
N
C
E
4" MIN
E
D
G
E
NO INSTALLATION W/IN
1Í" OF HEAD JT TYP
END OF CMU WALL
8x8x16 MIN NOMINAL
BLK SIZE
NO INSTALLATION
W/IN THIS ZONE
TOP OF CMU WALL
MIN SPCG MAX (1)
ANCHOR PER CMU CELL
* PILOT HOLE DEPTH = MIN (1) DIAMETER GREATER THAN EMBEDMENT DEPTH AT FIXTURES È"ø
OVS HOLE TYP
EXCEPT É"ø OVS AT
Ó"ø AND 1"ø
SIMPSON STRONGBOLT 2
THRD ROD
MINIMUM
EMBEDMENT
DEPTH
4"
Ó"
Ï"
- 6"
#4
REBAR
ADHESIVE
TYPE
SIMPSON
SET-3G
(ICC ESR-4844)
ADHESIVE ANCHOR IN FACE OF 2000 PSI MIN CMU
Ñ" 5"
#5
4"
6"
HILTI
HIT-HY 270
(ICC ESR-4143) 5"
3"
ELEVATION
DISTANCE
4" MIN
EDGE
D
SI T
A
N
C
E
4" MIN
E
D
G
E
NO INSTALLATION WITHIN 2"
OF HEAD JT WERE JT IS
HOLLOW
EDGE OF CMU WALL 8x8x16
MIN NOMINAL BLK SIZE
NO INSTALLATION WITHIN
THIS ZONE
TOP OF CMU WALL
MAX (1) ANCHOR
PER CMU CELL
4" MIN SPCG TYP
Í"
Ó"
Ï"
Ñ"
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.
PILOT
HOLE
DIAMETER
Ò"
Ð"
Õ"
Ó"
Õ"
Í" 3"
#3
Î"
#5
#6
ANCHOR
-
-
-
-
-
-
-
-
Ó"
Ñ"
Ï"
4"
5"
3"
-
-
#3
#4 4"
3"
Ñ"
Ï"
Ð"
Î"
ANCHOR
AND PILOT
HOLE DIAMETER
MINIMUM
EMBEDMENT
DEPTH *
2Ó"
3Ï"
Í"
Ó"
Ï"
5Ï" 6"
4"
3"
MINIMUM
SPACING
ANCHOR
TYPE
SIMPSON
TITEN HD
(ICC ESR-1056)
SCREW ANCHOR IN FACE OF 2000 PSI MIN CMU
Ñ" 4Ï" 5"
2Ë"
4" 4"
4"
HILTI 4"
KH-EZ
(ICC ESR-3056) 3Ë" 4"
Ë" 1Ñ" 4"
1Ñ"
ELEVATION 4" MIN
EDGE
DISTANCE
4" M
NI
EDGE
DISTANCE
NO INSTALLATION
W/IN 1Ï" OF HEAD
JT TYP
EDGE OF CMU WALL
8x8x16 MIN NOMINAL
BLK SIZE
NO INSTALLATION
WITHIN THIS ZONE
TOP OF CMU WALL
* PILOT HOLE DEPTH = Ï" GREATER THAN EMBEDMENT DEPTH
MIN SPCG
Í"
Ó"
Ï"
Ñ"
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.
Ë" 2Ï" 2"
AT FIXTURES Ê"ø OVS
HOLE AT STL THICKER
THAN 12GA (É") MAX
È"ø OVS HOLES
OTHERWISE
1212 fourth street | suite z
santa rosa ca 95404
zfa job no.
zfa.com
707.526.0992
copyright © 2024
Drawing No.
Drawing Title
SKA Project Number:
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.
Revision Number DATE ISSUE DESCRIPTION
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.
21 20 19 18 17 16 15 14 13 12 10 89 4567 3 2 1
M
L
K
J
H
G
F
E
D
C
B
A
N
P
Q
R
O
11 21 20 19 18 17 141516 13 12 11 10 9 8 7 6 5 4 3 12
M
L
K
J
H
G
F
E
D
C
B
A
N
P
Q
R
O
Architect of Record Contractor
CLIENT
© 2024 Shah Kawasaki Architects
RECONCILIATION SET
10/2/2024 4:53:43 PM
C: U\ sers\bretts O\ ne
Dr vi e - Z
F
A
Structural Eng ni e
ers D\ ocum
ents\23656_Ala
m
eda
C
ounty
Fire
Tra ni ni g_
S22C
_brett @s zfa.co
m.rvt
ALAMEDA COUNTY
FIRE TRAINING
CENTER
0-S1.40
TYPICAL CMU DETAILS
NOT FOR CONSTRUCTION
5053 GLEASON DRIVE, DUBLIN, CA
94568
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612
23656
4 1" = 1'-0"
PIPES, CONDUIT, AND JUNCTION BOXES
2 3/4" = 1'-0"
CMU WALL CONTROL JOINT
3 3/8" = 1'-0"
TYPICAL CMU WALL REINFORCING
5 1" = 1'-0"
REINFORCING AT WALL INTERSECTIONS
6 1" = 1'-0"
REINFORCING AT LINTELS
7 1" = 1'-0"
CMU PILASTER REINFORCING
8 1" = 1'-0"
REINFORCING AT JAMB OR END OF WALL
9 1 1/2" = 1'-0"
REINFORCING AT SHORT WALL SEGMENTS - PLAN VIEW
1 3/4" = 1'-0"
TYPICAL CMU REINFORCING DETAILS (f'm = 2000psi MIN)
10 1" = 1'-0"
BOLT EMBEDMENT SCHEDULE
11 1" = 1'-0"
HORIZONTAL CONSTRUCTION JOINT
13 3/4" = 1'-0"
SLOPED TOP OF MASONRY WALL
12 3/4" = 1'-0"
EXPANSION ANCHORS IN CMU
14 3/4" = 1'-0"
ADHESIVE ANCHOR IN FACE OF CMU
15 3/4" = 1'-0"
SCREW ANCHOR IN FACE OF CMU
10/02/2024 50% DESIGN DEVELOPMENT
10/02/2024 100% DESIGN DEVELOPMENT FDN & STL
172
3.1 3.1
3.2 3.2
3.C 3.C
3.B 3.B
3.A 3.A
600S250-54 @ 24"oc
W12x40
SAD FOR PENETRATIONS
THROUGH CMU WALL
3.1 3.1
3.2 3.2
3.C 3.C
3.B 3.B
3.A 3.A
HSS6x6xË
F4.0
HSS6x6xË
F4.0
CF24
CF24
CF24CF24CF24
PARTIAL HT 8" CMU 8" CMU WALL TYP
WALL, SAD
CF24CF24
CF24
PARTIAL HEIGHT CONC SONOTUBE
PIER AROUND HSS COL, SAD
SOG PER
C
0-S0.10
NONSTRUCTURAL
SLAB
CF24
CF24
CF24
HSS4x4xÉ
HSS4x4xÉ
HSS4x4xÉ
HSS4x4xÉ
HSS4x4xÉ
HSS4x4xË
F4.0
DRAIN, SAD
8" PARTIAL HEIGHT
CMU WALL
NONSTRUCTURAL
SLAB
SAD FOR CMU
SCREEN WALL
HSS8x4xÏHSS8x4xÏ
SAD FOR PERIMETER
FINISH AT TOP OF
CMU, TYP
CF156
4'-0" 4'-0"
F6.0 F6.0
F6.0 F6.0
F6.0 F6.0
W10x45 W10x45
W10x45 W10x45
W10x45 W10x45
SLD FOR SLATS
W10x45
W10x45
W10x45
W10x45
W10x45
W10x45
2x8
@
8"oc
2x8
@
8"oc
W10x54
W10x45W10x45
W10x45
W10x54
W10x45
W10x54
STEEL
CABLE
@
EA
COL,
SAD
FOR
CANOPY
PUMP TEST PIT
12" CONC MAT W/ #5@12"oc
EW T&B O/ 4" GRAVEL
8" CONC WALL ALL AROUND W/
DBL CURTAIN #5 @16"oc VERT
& #5 @ 32"oc HORIZ REINF
8" CONC INT WALL ALL
12" CONC MAT W/ #5@12"oc
EW T&B O/ 4" GRAVEL
OPEN
PUMP TEST PIT
8" CONC SLAB LID
4" CONC SLAB LID W/ #5@12"oc EW
W/ #5@12"oc EW
PENETRATIONS
IN CONC LID
SAD, TYP
1212 fourth street | suite z
santa rosa ca 95404
zfa job no.
zfa.com
707.526.0992
copyright © 2024
Drawing No.
Drawing Title
SKA Project Number:
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.
Revision Number DATE ISSUE DESCRIPTION
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.
21 20 19 18 17 16 15 14 13 12 10 89 4567 3 2 1
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Architect of Record Contractor
CLIENT
© 2024 Shah Kawasaki Architects
RECONCILIATION SET
10/2/2024 4:53:44 PM
C: U\ sers\bretts O\ ne
Dr vi e - Z
F
A
Structural Eng ni e
ers D\ ocum
ents\23656_Ala
m
eda
C
ounty
Fire
Tra ni ni g_
S22C
_brett @s zfa.co
m.rvt
ALAMEDA COUNTY
FIRE TRAINING
CENTER
0-S2.10
FDN AND ROOF
FRAMING PLANS - SITE
STRUCTURES
NOT FOR CONSTRUCTION
5053 GLEASON DRIVE, DUBLIN, CA
94568
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612
23656
NORTH
1/8" = 1'-0"
SCBA ROOF
NORTH
1/8" = 1'-0"
NORTH
SCBA FOUNDATION
1/8" = 1'-0"
TRASH ENCLOSURE FOUNDATION
NORTH
1/8" = 1'-0"
TRASH ENCLOSURE ROOF
NORTH
1/8" = 1'-0"
SHADE STRUCTURE FOUNDATION
NORTH
1/8" = 1'-0"
SHADE STRUCTURE ROOF
NORTH
3/16" = 1'-0"
TEST PUMP PIT FOUNDATION PLAN
NORTH
3/16" = 1'-0"
TEST PUMP PIT SLAB AND CURB PLAN
10/02/2024 50% DESIGN DEVELOPMENT
10/02/2024 100% DESIGN DEVELOPMENT FDN & STL
173
SHEAR WALL SCHEDULE
SW APA RATED EXP 1
SHEATHING
NAILING
(PEN)
REMARKS
á" (32/16) CD 10d @ 6"oc 32"oc
á" (32/16) CD
á" (32/16) CD 10d @ 3"oc
á" (32/16) CD 10d @ 2"oc
á" (32/16) CD
BOTH SIDES
10d @ 3"oc
3x MIN AT
ALL
ADJOINING
PANEL
EDGES
10d @ 4"oc
ANCHORAGE
Ñ"ø BOLT FDN AT FRAMING
2 2x SILL 3x SILL
48"oc
24"oc 32"oc
24"oc
16"oc
12"oc
16"oc
8"oc
4"oc
4"oc
(2) ROWS
@ 3"oc
(2) ROWS
@ 2"oc
16"oc
12"oc
8"oc
6"oc
16d A35 SCREW
1 24"oc
16"oc
12"oc
6"oc
-
-
A
B
C
D
E
8"oc
(2) ROWS
@ 6"oc
NOTES:
1. 2x SILL: SDSËx4Ï" OR SDWS 0.22"x4". AT 3x SILL : SDSËx6" 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.
1.1 1.1
1.2 1.2
1.3 1.3
1.4 1.4
1.5 1.5
1.6 1.6
1.A 1.A
1.B 1.B
1.C 1.C
1.D 1.D
1.E 1.E
7'-6"
sw
SW
7'-6" 14'-6"
SW
12'-0"
SW
23'-0"
SW
ST SW
31'-0"
35'-6"
SW
36'-0"
SW
78'-0"
ST SW
36'-0"
SW
82'-0"
ST SW
7'-6"
SW
10'-6"
SW
7'-6"
SW
HSS5x5xÏ
HSS5x5xÏ
HSS5x5xÏ HSS5x5xÏ
HSS5x5xÏ
HSS5x5xÏ
CONC SLAB ON
GRADE PER
8" CMU PARTIAL HT WALL
W/ #5 @ 16"oc VERT AND
HORIZ TYP, SAD FOR ELEV
HSS5x5xÏ
1 2-S3.00
___________
4 2-S3.00
___________
5 2-S3.00
___________
10 2-S3.00
___________
TYP AT CMU
TYP AT PERIMETER &
INT STRUCTURAL WALLS
2 2-S3.00
___________ TYP AT
INT
3 2-S3.00
___________TYP AT
EXT
CF36
CF36
CF36
CF36
CF36
CF36
CF36
CF36
CF36 CF36
CF36
CF36
CF36
F6.0
1.7 1.7
1.8 1.8
12'-6"
SW
12'-6"
SW
12'-6"
SW
HSS5x5xÏ HSS5x5xÏ
HSS5x5xÏ HSS5x5xÏ
HSS5x5xÏ HSS5x5xÏ HSS5x5xÏ HSS5x5xÏ
C
0-S0.10
FOUNDATION PLAN NOTES:
PLAN LEGEND
SYMBOL
REFERENCE
DETAIL
DESCRIPTION
2/0-S1.10 3/0-S1.10
4/0-S1.10
7/0-S1.10
2/0-S1.20 5/0-S1.21
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 STRUCTURAL WALL.
10'-0"
A
INDICATES POST WITH
HOLDOWN. POSTS WITH
HOLDOWN ARE FULL HEIGHT
FROM SILL TO TOP PLATE.
,
20'-0"
A ST
INDICATES STRAPPED SHEAR WALL WITH TYPE
AND OVERALL WALL LENGTH, SEE ARCHITECTURAL
DRAWINGS FOR OPENINGS."HDUx" INDICATES
SIMPSON HOLDOWN AT EACH END UNO.
1/0-S1.20
7/0-S1.20
8/0-S1.20
F/0-S0.10 INDICATES WOOD POST.
6/0-S1.21
12/0-S1.20
G/0-S0.10
,
5/0-S1.10
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 .
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 AND .
PIPES PARALLEL TO FOOTINGS SHALL BE PER .
PIPES AT SLAB ON GRADE SHALL BE PER .
PIPES THROUGH WOOD FRAMING SHALL BE PER AND .
6. CONTRACTOR SHALL DETERMINE FOUNDATION STEP LOCATIONS BASED ON GEOTECHNICAL REPORT, CIVIL, ARCHITECTURAL AND LANDSCAPE DRAWINGS.
STEP FOOTING PER .
INDICATES STEEL COLUMN. LOCATE COLUMN AT ¢
OF WALL FRAMING (EACH WAY AS OCCURS) UNO.
C/0-S0.10 HDUx
HDUx
AT FOUNDATION
AT BEAM
DS
88 1
S3.1
INDICATES DEPRESSED SLAB, SEE
ARCHITECTURAL AND PLUMBING DRAWINGS FOR
COMPLETE LOCATIONS, DEPTH AND SLOPE
INFORMATION.
INDICATES FOUNDATION.
INDICATES GRIDLINE
INDICATES STEP IN ELEVATION, SEE
ARCHITECTURAL DRAWINGS.
INDICATES ELEVATION.
CF24
F2.0
INDICATES CONTINUOUS FOOTING SIZE
AND REINFORCING PER SCHEDULE.
INDICATES PAD FOOTING SIZE AND REINFORCING
PER SCHEDULE.
2'-8"
A 3
INDICATES SHEAR WALL TYPE, MINIMUM
NUMBER OF SILL BOLTS (IN ADDITION TO
HOLDOWN BOLTS) AND MINIMUM WALL LENGTH.
8/0-S1.10
9/0-S1.10
7/0-S1.20
SYMBOL
REFERENCE
DETAIL
DESCRIPTION
1212 fourth street | suite z
santa rosa ca 95404
zfa job no.
zfa.com
707.526.0992
copyright © 2024
Drawing No.
Drawing Title
SKA Project Number:
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.
Revision Number DATE ISSUE DESCRIPTION
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.
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Architect of Record Contractor
CLIENT
© 2024 Shah Kawasaki Architects
RECONCILIATION SET
10/2/2024 4:53:44 PM
C: U\ sers\bretts O\ ne
Dr vi e - Z
F
A
Structural Eng ni e
ers D\ ocum
ents\23656_Ala
m
eda
C
ounty
Fire
Tra ni ni g_
S22C
_brett @s zfa.co
m.rvt
ALAMEDA COUNTY
FIRE TRAINING
CENTER
1-S2.10
FOUNDATION PLAN -
CLASSROOMS
NOT FOR CONSTRUCTION
5053 GLEASON DRIVE, DUBLIN, CA
94568
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612
23656
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
NORTH
3/16" = 1'-0"
FOUNDATION PLAN - CLASSROOM BUILDING
10/02/2024 50% DESIGN DEVELOPMENT
10/02/2024 100% DESIGN DEVELOPMENT FDN & STL
174
FRAMING PLAN NOTES:
PLAN LEGEND
SYMBOL REFERENCE
DETAIL
DESCRIPTION
6/0-S1.20
5/0-S1.20
. . . . .
INDICATES STRUCTURAL WALL ABOVE.
, INDICATES STEEL COLUMN.
INDICATES STRUCTURAL WALL.
INDICATES PANEL EDGE NAILING ALONG FULL
LENGTH OF MEMBER.
INDICATES HANGER.
1/0-S1.20
1/0-S1.20
6/0-S1.21
11/0-S1.20
,
F/0-S0.10
INDICATES GLULAM BEAM SIZE AND CAMBER.
WHERE NO CAMBER IS SPECIFIED SEE WOOD
FRAMING NOTES FOR TYPICAL GLULAM BEAM
CAMBER.
3Éx12 GLB C=1" F/0-S0.10
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
PENETRATIONS THROUGH FLOORS/ROOFS SHALL BE PER
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.
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.
10'-0"
A
INDICATES POST WITH
HOLDOWN. POSTS WITH
HOLDOWN ARE FULL HEIGHT
FROM SILL TO TOP PLATE.
20'-0"
A ST
INDICATES STRAPPED SHEAR WALL WITH TYPE
AND OVERALL WALL LENGTH, SEE
ARCHITECTURAL DRAWINGS FOR
OPENINGS."HDUx" INDICATES SIMPSON HOLDOWN
AT EACH END UNO.
7/0-S1.20
8/0-S1.20
F/0-S0.10 INDICATES WOOD POST.
12/0-S1.20
G/0-S0.10
HDUx
HDUx
AT FOUNDATION
AT BEAM
88 1
S3.1
INDICATES APPROXIMATE LOCATION, SIZE AND
MAXIMUM WEIGHT OF MECHANICAL UNIT. SEE
MECHANICAL DRAWINGS FOR ANCHORAGE AND
ADDITIONAL INFORMATION.
INDICATES GRIDLINE
INDICATES STEP IN ELEVATION, SEE
ARCHITECTURAL DRAWINGS.
INDICATES ELEVATION.
INDICATES LEDGER. SEE PLAN FOR SIZE AND
ANCHORAGE.
INDICATES POST WITH VERTICAL STRAP. POSTS
WITH STRAP ARE FULL HEIGHT FROM SILL TO TOP
PLATE.
STRAP
A
A
A 4'-0"
INDICATES TIE STRAP. SEE SCHEDULE FOR
STRAP, NAILING AND LENGTH.
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.
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.
MU
1,000#
1/0-S1.21
2/0-S1.21
3/0-S1.21
8/0-S1.21
INDICATES CONCRETE MASONRY UNIT 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.
SYMBOL
REFERENCE
DETAIL
DESCRIPTION
SHEAR WALL SCHEDULE
SW APA RATED EXP 1
SHEATHING
NAILING
(PEN)
REMARKS
á" (32/16) CD 10d @ 6"oc 32"oc
á" (32/16) CD
á" (32/16) CD 10d @ 3"oc
á" (32/16) CD 10d @ 2"oc
á" (32/16) CD
BOTH SIDES
10d @ 3"oc
3x MIN AT
ALL
ADJOINING
PANEL
EDGES
10d @ 4"oc
ANCHORAGE
Ñ"ø BOLT FDN AT FRAMING
2 2x SILL 3x SILL
48"oc
24"oc 32"oc
24"oc
16"oc
12"oc
16"oc
8"oc
4"oc
4"oc
(2) ROWS
@ 3"oc
(2) ROWS
@ 2"oc
16"oc
12"oc
8"oc
6"oc
16d A35 SCREW
1 24"oc
16"oc
12"oc
6"oc
-
-
A
B
C
D
E
8"oc
(2) ROWS
@ 6"oc
NOTES:
1. 2x SILL: SDSËx4Ï" OR SDWS 0.22"x4". AT 3x SILL : SDSËx6" 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.
TOP PLATE SPLICE SCHEDULE
MARK LAP SPLICE (CASE 1) STRAP SPLICE (CASE 2)
(12) 16d PER 4'-0" MIN LAP MSTC28
(22) 16d PER 4'-0" MIN LAP
(26) 16d PER 6'-0" MIN LAP MSTC52
(32) 16d PER 6'-0" MIN LAP MSTC66
(36) 16d PER 8'-0" MIN LAP MSTC28 EA SIDE
MSTC40
MSTC40 EA SIDE
A
B
C
D
E
F
G (50) 16d PER 10'-0" MIN LAP MSTC52 EA SIDE
(44) 16d PER 8'-0" MIN LAP
TIE STRAP SCHEDULE
MARK STRAP
MIN.
NAILING
ES OF CASE 1
CASE 2
MAX. NAIL SPACING
EL RL
MIN. END
LENGTH
(EL)
(SEE NOTES #1 & #2)
CS16
CS14
CMSTC16
CMST14
CMST12
(10) 10d
(13) 10d
(25) 10d
(33) 10d
(43) 10d
FILL ALL NAIL
HOLES
FILL ALL NAIL
HOLES
FILL ALL NAIL
HOLES
FILL ALL NAIL
HOLES
FILL ALL NAIL
HOLES
10d @ 4"oc
STGR
10d @ 4"oc
STGR
10d @ 3"oc
STGR
10d @ 3Ï"oc
STGR
10d @
3Ï"oc STGR
12"
16"
24"
32"
48"
10d @ 4"oc
STGR
10d @ 4"oc
STGR
10d @ 3"oc
STGR
10d @ 3Ï"oc
STGR
10d @
3Ï"oc STGR
A
B
C
D
E
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 .
LEDGER SPLICE SCHEDULE
MARK STRAP/PLATE
1 1
2 MSTI60
2 CMST14x6'-0"
2 £Ë" W/ (6) 1"ø MB
ES OF SPLICE
CASE STRAP/PLATE
MSTA24
MSTI48
CMST14x5'-6"
(2) MSTI48
MSTA30
CASE
-
-
3 3
4 A
B
C
D
E
1.1 1.1
1.2 1.2
1.3 1.3
1.4 1.4
1.5 1.5
1.6 1.6
1.A 1.A
1.B 1.B
1.C 1.C
1.D 1.D
1.E 1.E
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
EXTEND 2x12 TOP CHORD
FOR EAVE OR SISTER 2x12
OUTRIGGERS TO TRUSS
TOP CHORD
48" MAX SKYLIGHT
AT 10"oc MIN IN
HALLWAY, SAD
ST SW
36'-0"
32'-0"
SW
32'-0"
SW
W24x55
5Éx15 GLB W16x31
W16x45
6x10
5Éx15 GLB 6x12 6x12
6x12 6x12 6x8
W18x46 5Éx18 GLB 6x12 6x12 6x12 W18x46
W16x26
W16x26
6x10
ALIGNED 3Ï LSL
FLAT BOTTOM GABLE MFR TRUSSES @ 24"oc
1Ó"x11Õ" @ 24"oc
FLAT ROOF SHEATHING:
19/32" APA RATED SHEATHING
(32/16) EXP 1 W/ 10d @ 6"oc
EDGES (PEN) AND 12"oc FIELD
1Óx16 LVL @ 24"oc
1 Ó"x11
Õ" @
24"oc
FLAT BOTTOM GABLE MFR TRUSSES @ 24"oc 36'-0" ST SW
GIRDER TRUSSGIRDER TRUSS
GIRDER TRUSSGIRDER TRUSS
HUNG SOFFIT AND
WINDOW SUPPORT
BEAM BELOW
GIRDER TRUSSGIRDER TRUSSGIRDER TRUSSGIRDER TRUSSGIRDER TRUSSGIRDER TRUSSGIRDER TRUSSGIRDER TRUSSGIRDER TRUSSGIRDER TRUSS GIRDER
TRUSS
GIRDER TRUSSGIRDER TRUSS
DRAG TRUSSDRAG TRUSSDRAG TRUSS
GABLE END DRAG TRUSSGABLE END DRAG TRUSS
GABLE END DRAG TRUSS
GIRDER DRAG TRUSS
GIRDER DRAG TRUSS
GIRDER TRUSS
6x12
1.7 1.7
1.8 1.8
GIRDER
TRUSS
GIRDER
TRUSS
GIRDER
TRUSS
BRG WALL BLW
TYP THIS LINE
BRG WALL BLW
TYP THIS LINE
1212 fourth street | suite z
santa rosa ca 95404
zfa job no.
zfa.com
707.526.0992
copyright © 2024
Drawing No.
Drawing Title
SKA Project Number:
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.
Revision Number DATE ISSUE DESCRIPTION
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.
21 20 19 18 17 16 15 14 13 12 10 89 4567 3 2 1
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Architect of Record Contractor
CLIENT
© 2024 Shah Kawasaki Architects
RECONCILIATION SET
10/2/2024 4:53:44 PM
C: U\ sers\bretts O\ ne
Dr vi e - Z
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A
Structural Eng ni e
ers D\ ocum
ents\23656_Ala
m
eda
C
ounty
Fire
Tra ni ni g_
S22C
_brett @s zfa.co
m.rvt
ALAMEDA COUNTY
FIRE TRAINING
CENTER
1-S2.20
ROOF FRAMING PLAN -
CLASSROOMS
NOT FOR CONSTRUCTION
5053 GLEASON DRIVE, DUBLIN, CA
94568
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612
23656
NORTH
3/16" = 1'-0"
ROOF PLAN - CLASSROOM BUILDING
175
FOUNDATION PLAN NOTES:
PLAN LEGEND
SYMBOL
REFERENCE
DETAIL
DESCRIPTION
2/0-S1.10 3/0-S1.10
4/0-S1.10
7/0-S1.10
2/0-S1.20 5/0-S1.21
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.
DS
88 1
S3.1
INDICATES STRUCTURAL WALL.
INDICATES DEPRESSED SLAB, SEE
ARCHITECTURAL AND PLUMBING DRAWINGS FOR
COMPLETE LOCATIONS, DEPTH AND SLOPE
INFORMATION.
INDICATES FOUNDATION.
INDICATES GRIDLINE
INDICATES STEP IN ELEVATION, SEE
ARCHITECTURAL DRAWINGS.
INDICATES ELEVATION.
10'-0"
A
INDICATES POST WITH
HOLDOWN. POSTS WITH
HOLDOWN ARE FULL HEIGHT
FROM SILL TO TOP PLATE.
,
CF24
F2.0
INDICATES CONTINUOUS FOOTING SIZE
AND REINFORCING PER SCHEDULE.
INDICATES PAD FOOTING SIZE AND REINFORCING
PER SCHEDULE.
2'-8"
A 3
20'-0"
A ST
INDICATES SHEAR WALL TYPE, MINIMUM
NUMBER OF SILL BOLTS (IN ADDITION TO
HOLDOWN BOLTS) AND MINIMUM WALL LENGTH.
INDICATES STRAPPED SHEAR WALL WITH TYPE
AND OVERALL WALL LENGTH, SEE
ARCHITECTURAL DRAWINGS FOR
OPENINGS."HDUx" INDICATES SIMPSON HOLDOWN
AT EACH END UNO.
1/0-S1.20
7/0-S1.20
8/0-S1.20
F/0-S0.10 INDICATES WOOD POST.
6/0-S1.21
8/0-S1.10
9/0-S1.10
7/0-S1.20
12/0-S1.20
G/0-S0.10
,
5/0-S1.10
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 .
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 AND .
PIPES PARALLEL TO FOOTINGS SHALL BE PER .
PIPES AT SLAB ON GRADE SHALL BE PER .
PIPES THROUGH WOOD FRAMING SHALL BE PER AND .
6. CONTRACTOR SHALL DETERMINE FOUNDATION STEP LOCATIONS BASED ON GEOTECHNICAL REPORT, CIVIL, ARCHITECTURAL AND LANDSCAPE DRAWINGS.
STEP FOOTING PER .
INDICATES STEEL COLUMN. LOCATE COLUMN AT
¢ OF WALL FRAMING (EACH WAY AS OCCURS)
UNO.
C/0-S0.10
HDUx
HDUx
AT FOUNDATION
AT BEAM
2.1 2.1
2.2 2.2
2.3 2.3
2.4 2.4
2.B 2.B
2.A1 2.A1
2.A 2.A
FIRE BRICK FLOOR
DEPRESSION, TYP SAD
CONC SLAB ON
GRADE PER
INDICATES 16" SQ CONC
COLUMN/PILASTER TYP
8" CMU PERIMETER
SHEAR WALL W/ #6
@ 16"oc VERT AND
#6 @ 8"oc HORIZ
REINF TYP
5'-0" x 36" DEEP
CONT CONC FTG
W/ (5) #6 REINF
T&B TYP
STAIRS BY OTHERS
F10.0
F8.0
HSS4x4xË
HSS4x4xË
HSS4x4xË
CF60
F3.0
F3.0
F3.0
CF60
CF60
CF60
CF60CF60
CF60
INDICATES 16" SQ CONC
COL/PILASTER, TYP
DS
DS
DS
C
0-S0.10
2.1 2.1
2.2 2.2
2.3 2.3
2.4 2.4
2.B 2.B
2.A1 2.A1
2.A 2.A
16" WIDE x 16" DEEP
CONC BEAM BELOW
BOTTOM OF SLAB
8" CMU PERIMETER SHEAR
WALL W/ #6 @ 16"oc VERT AND
#6 @ 8"oc HORIZ REINF TYP
12"x14" CONC SLAB
W/ #6 @ 10"oc N/S
AND #5 @ 12"oc E/W
TYP AT ALL LEVELS
(2) L2Ïx2xË
KICKERS TYP
GRATING
BY OTHERS
OPENING AT
FLOOR ABOVE
INTERIOR FULLY GROUTED
CMU NON-BEARING WALL W/
TOP DEFLECTION GAP, TYP
SAD
OPEN
OPEN OPEN
OPEN
C8x11.5
C8x11.5
C8x11.5
C8x11.5
C8x11.5
C8x11.5
C8x11.5 C8x11.5 C8x11.5 C8x11.5 C8x11.5 C8x11.5 C8x11.5 C8x11.5 C8x11.5 C8x11.5
C8x11.5
C8x11.5
C8x11.5 C8x11.5 C8x11.5 C8x11.5 C8x11.5
C8x11.5
2' MIN
C8x11.5 AT ¢ TYP
C8x11.5 C8x11.5
¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢
STAIRS BY OTHERS
10 2-S3.01
___________
1212 fourth street | suite z
santa rosa ca 95404
zfa job no.
zfa.com
707.526.0992
copyright © 2024
Drawing No.
Drawing Title
SKA Project Number:
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.
Revision Number DATE ISSUE DESCRIPTION
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.
21 20 19 18 17 16 15 14 13 12 10 89 4567 3 2 1
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11 21 20 19 18 17 141516 13 12 11 10 9 8 7 6 5 4 3 12
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Architect of Record Contractor
CLIENT
© 2024 Shah Kawasaki Architects
RECONCILIATION SET
10/2/2024 4:53:44 PM
C: U\ sers\bretts O\ ne
Dr vi e - Z
F
A
Structural Eng ni e
ers D\ ocum
ents\23656_Ala
m
eda
C
ounty
Fire
Tra ni ni g_
S22C
_brett @s zfa.co
m.rvt
ALAMEDA COUNTY
FIRE TRAINING
CENTER
2-S2.10
FOUNDATION AND 2ND
FLOOR FRAMING PLAN
- TOWER
NOT FOR CONSTRUCTION
5053 GLEASON DRIVE, DUBLIN, CA
94568
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612
23656
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
NORTH
1/4" = 1'-0"
FOUNDATION PLAN - TRAINING TOWER
NORTH
1/4" = 1'-0"
SECOND LEVEL FRAMING PLAN - TRAINING TOWER
10/02/2024 50% DESIGN DEVELOPMENT
10/02/2024 100% DESIGN DEVELOPMENT FDN & STL
176
FRAMING PLAN NOTES:
PLAN LEGEND
SYMBOL
REFERENCE
DETAIL
DESCRIPTION
6/0-S1.20
5/0-S1.20
. . . . .
88 1
S3.1
INDICATES STRUCTURAL WALL ABOVE.
INDICATES APPROXIMATE LOCATION, SIZE AND
MAXIMUM WEIGHT OF MECHANICAL UNIT. SEE
MECHANICAL DRAWINGS FOR ANCHORAGE AND
ADDITIONAL INFORMATION.
INDICATES GRIDLINE
INDICATES STEP IN ELEVATION, SEE
ARCHITECTURAL DRAWINGS.
INDICATES ELEVATION.
, INDICATES STEEL COLUMN.
INDICATES LEDGER. SEE PLAN FOR SIZE AND
ANCHORAGE.
INDICATES STRUCTURAL WALL.
INDICATES POST WITH VERTICAL STRAP. POSTS
WITH STRAP ARE FULL HEIGHT FROM SILL TO TOP
PLATE.
STRAP
A
A
A 4'-0"
INDICATES TIE STRAP. SEE SCHEDULE FOR
STRAP, NAILING AND LENGTH.
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.
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.
MU
1,000#
INDICATES PANEL EDGE NAILING ALONG FULL
LENGTH OF MEMBER.
INDICATES HANGER.
1/0-S1.20
1/0-S1.20
6/0-S1.21
11/0-S1.20
1/0-S1.21
2/0-S1.21
3/0-S1.21
8/0-S1.21
,
F/0-S0.10
INDICATES GLULAM BEAM SIZE AND CAMBER.
WHERE NO CAMBER IS SPECIFIED SEE WOOD
FRAMING NOTES FOR TYPICAL GLULAM BEAM
CAMBER.
3Éx12 GLB C=1"
F/0-S0.10
1. REFER TO SHEETS0-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
PENETRATIONS THROUGH FLOORS/ROOFS SHALL BE PER
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.
INDICATES CONCRETE MASONRY UNIT WALL.
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.
10'-0"
A
INDICATES POST WITH
HOLDOWN. POSTS WITH
HOLDOWN ARE FULL HEIGHT
FROM SILL TO TOP PLATE.
20'-0"
A ST
INDICATES STRAPPED SHEAR WALL WITH TYPE
AND OVERALL WALL LENGTH, SEE
ARCHITECTURAL DRAWINGS FOR
OPENINGS."HDUx" INDICATES SIMPSON HOLDOWN
AT EACH END UNO.
7/0-S1.20
8/0-S1.20
F/0-S0.10 INDICATES WOOD POST.
12/0-S1.20
G/0-S0.10
HDUx
HDUx
AT FOUNDATION
AT BEAM
. . . . . . .
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.
2.1 2.1
2.2 2.2
2.3 2.3
2.4 2.4
2.B 2.B
2.A1 2.A1
2.A 2.A
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
8" CMU PARAPET WALL,
SAD FOR HEIGHT, 48" MAX
TYP
EXTEND SLAB
TO BALCONY
8" CMU PERIMETER SHEAR
WALL W/ #6 @ 16"oc VERT
AND #6 @ 16"oc HORIZ REINF
TYP
OPEN
16" WIDE x 16" DEEP
CONC BEAM BELOW
BOTTOM OF SLAB
(2) 600S250-54
OPENING BELOW 8" CONC
SLAB AT THIRD FLOOR W/
1Ï" METAL GRATING
8" WIDE CONC
CURB TYP OF (4)
PONYWALL 4" METAL
STUD OVER 8" WIDE
CONC CURB SAD
ELEVATED FLAT CUTDOWN ROOF: RAISED
TRAINING SURFACE W/
REPLACEABLE 4x8 PLY
PONYWALL 4"
METAL STUD
SAD
16" WIDE x 16" DEEP
CONC BEAM BELOW
BOTTOM OF SLAB
INDICATES 16" SQ CONC
COLUMN/PILASTER TYP
(2) 600S250-54
600S250-54 @ 24"oc
METAL STUD JOISTS
AT ROOF SHADE
OPEN
OPEN OPEN
8" CMU WALL
BELOW
2.1 2.1
2.2 2.2
2.3 2.3
2.4 2.4
2.B 2.B
2.A1 2.A1
2.A
2.A
8" CMU PERIMETER SHEAR
WALL W/ #6 @ 16"oc VERT AND
#6 @ 16"oc HORIZ REINF TYP
OPEN
16" WIDE x 16" DEEP
CONC BEAM BELOW
BOTTOM OF SLAB
INDICATES 16" SQ CONC
COLUMN/PILASTER TYP
OPEN
EXTEND SLAB
TO BALCONY
2.3 2.3
2.4 2.4
2.B 2.B
2.A1 2.A1
2.A 2.A
8" CMU PERIMETER SHEAR
WALL W/ #6 @ 16"oc VERT
AND #6 @ 16"oc HORIZ REINF
TYP
OPEN
16" WIDE x 16" DEEP
CONC BEAM BELOW
BOTTOM OF SLAB
600S250-54 @ 24"oc
METAL STUD JOISTS
AT ROOF SHADE
OPEN
(2) 600S250-54 (2) 600S250-54
1212 fourth street | suite z
santa rosa ca 95404
zfa job no.
zfa.com
707.526.0992
copyright © 2024
Drawing No.
Drawing Title
SKA Project Number:
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.
Revision Number DATE ISSUE DESCRIPTION
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.
21 20 19 18 17 16 15 14 13 12 10 89 4567 3 2 1
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11 21 20 19 18 17 141516 13 12 11 10 9 8 7 6 5 4 3 12
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Architect of Record Contractor
CLIENT
© 2024 Shah Kawasaki Architects
RECONCILIATION SET
10/2/2024 4:53:44 PM
C: U\ sers\bretts O\ ne
Dr vi e - Z
F
A
Structural Eng ni e
ers D\ ocum
ents\23656_Ala
m
eda
C
ounty
Fire
Tra ni ni g_
S22C
_brett @s zfa.co
m.rvt
ALAMEDA COUNTY
FIRE TRAINING
CENTER
2-S2.20
3RD, 4TH, 5TH,
FLOOR/ROOF
FRAMING PLAN -
TOWER
NOT FOR CONSTRUCTION
5053 GLEASON DRIVE, DUBLIN, CA
94568
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612
23656
NORTH
1/4" = 1'-0"
THIRD LEVEL FRAMING PLAN - TRAINING TOWER
NORTH
1/4" = 1'-0"
FOURTH LEVEL FRAMING PLAN - TRAINING TOWER
NORTH
1/4" = 1'-0"
FIFTH LEVEL FRAMING PLAN - TRAINING TOWER
10/02/2024 50% DESIGN DEVELOPMENT
10/02/2024 100% DESIGN DEVELOPMENT FDN & STL
177
ENGINEER NOTE:
1. REF 26-03-01S IF STD CONDITION W/ CURB.
2. COORDINATE SLAB DOWEL SPACING W/ SLAB REINF SPACING. 24"
8" MIN
CLR
3"
MIN
'd'
'b'
£ WASHER PER
AT SW
2x PTDF SILL £ UNO W/
BOLT PER UNO
#4 @ 32"oc
CONC SLAB PER PLAN
LOWEST ADJ PAD SUBGRADE
#4 CONT
2x4 x 12" KEY @ 24"oc
REINF 'a' WHERE (4) OR MORE
BARS ARE USED PROVIDE #3
@ 24"oc UNO & #3 AS REQD
TO SUPPORT ADDL TOP BAR
EXT SLAB SAD
WALL PEN
WALL SHTG OR SW PER
PLAN & SW SCHED
¢ WALL & FTG
2" MIN
3" MAX
FG
STUDS PER
UNO ON PLAN
SEE SW SCHED FOR 3x
SILL £ & AB SPCG AT SW
3" CLR
F
0-S0.10 F
0-S0.10
F
0-S0.10
E
0-S0.10
C
0-S0.10
24"
24"
DWL JT AS OCCURS
#4 @ 16"oc ALT SLAB
DWL EXCEPT AT DWL JT
FOR INFORMATION
NOT NOTED SEE
ENGINEER NOTE: COORDINATE SLAB DOWEL SPACING .
1 2-S3.00
PLAN VIEW
18" MIN
3" CLR
3" CLR
PER PLAN
FIN EDGES OF JOINT
W/ É"R TOOL
BASE £Ñ W/ (4) ABÑø
W/ DBL NUTS
1Ï" HSG
SUBGRADE
#5 @ 12"oc EW UNO
FTG BYND AS OCCURS
W/ REINF CONT THRU
COL
¢ FTG & COL
BLOCKOUT PER
4" MIN
TYP1 1/2" TYP1 1/2"
A
A
Ë
EMBED
12"
#4 EA CORNER ((4)
TOTAL)
HK
14 0-S1.10
¢ FTG, WALL, COL
CONT FTG CONT FTG
REINF PER
PLAN &
FOR INFORMATION
NOT NOTED SEE 3
2-S3.00
1 2-S3.00
24"
¢ FTG, WALL, POST
STL POST
WALL BEYOND
#4 EA ANCHOR PAIR (2) TOT
BASE £Ñ W/ (4) ABÑø (SEE BASE £ OPTIONS)
1Ï" HSG
Ê
FG
BASE PLATE OPTIONS (PLAN VIEW)
NOTE TO ENGINEER:
FOR USE WHERE COLUMN WEIGHT EXCEEDS 300 LBS (REQUIRES (4) AB). WHERE COLUMN WEIGHT IS LESS THAN 300 LBS - USE DETAIL 25-03-02.
FOR INFORMATION
NOT NOTED SEE
¢
1 1/2" 4" 2"
1/4" ES
1 1/2"
4" 2"
1/4" ES
1/4" ES 2"4"4"4"1 1/2"
¢
¢
¢
WD SILL
AB
1/2" MAX
AT CORNER AT END
6 1/2"
ABC
9" EMBED
1 2-S3.00
*
¢ WALL, FTG & VERT STL
12"
24"
8"
IF SLAB LEVEL IS TO MATCH
CMU JOINT, LOWER TOP OF
FDN AS NECESSARY BLW
INT PAD SUBGRADE
CMU WALL PER PLAN
INVERT BOND UNIT - BREAK
OUT CELLS
FOR CLEAN
OUTS AS REQD
FOR CLEAN
BOND SURFACE
AT FDN
FG
DWL TO MATCH SIZE
AND SPCG OF
VERT STL
HORIZ REINF TIED TO VERT (ALL ON SAME SIDE) SET IN
BOND UNITS
WD FLOAT TOP OF FTG
#4 @ 24"oc
SLAB
LOWEST ADJ PAD SUBGRADE
#3 AS REQD TO SUPPORT TOP BAR
PER PLAN
3" CLR
CLR
3"
LAP PER CONT
FTG SCHED
2" MIN
3" MAX
EQEQ
*
*
FOR INFORMATION
NOT NOTED SEE 1
2-S3.00
PLAN VIEW
¢ COL & FTG
18" MIN
CLR
3"
3" CLR
PER PLAN
12" SQ
#6 DOWEL
EXT SLAB SAD
(4) #6 VERT Ó" CHAMFER TYP
#5 @ 12"oc EW
#3 @ 6"oc
LAP PER
1 1/2" CLR
A
A
1 0-S1.10
EXT SLAB SAD
BLOCKOUT
1Ï" HSG
BASE £1 W/ (4) ABÓø W/ WASHER £Ïx3 SQ
COL
¢ FTG & COL
#4 @ 12"oc EW (3 MIN) UNO
#5 @ 12" oc EW (3 MIN) UNO
18" MIN
PER PLAN
TYP1 1/2" TYP1 1/2"
EMBED
12"
Ë
t
3" CLR
COVER 3" MIN
CONC A
A
PLAN VIEW
Ë
X=6" MIN OR D/2+2"
WHICHEVER IS GREATER
EXT SLAB SAD
1Ï" HSG
BASE £1Ë W/ (4) AB1ø W/ WASHER £Ïx3 SQ
FG AS OCCURS
SUBGRADE
REINF PER PAD FOOTING SCHEDULE
CONT FTG & REINF BYND AS OCCURS
COL
¢ FTG & COL
PER PLAN
3" CLR
3" CLR
18" MIN
2" MIN
3" MAX
EMBED
12"
2"
MIN
3" MIN TYP
CONC COVER
PJP T-É
t
2"
TYP
X X
EW
2"
t
D
#3 (IF NO SLAB)
1 1/2"
CLR
1 1/2" CLR
SAD
FG
¢ FTG, WALL, REINF STL
#4 @ 12"oc
CMU - SOLID GROUT
INVERTED BOND BLK
DWL TO MATCH VERT REINF
ALT BENDS
VERT REINF
#4 @ 16"oc
CONC SLAB AS
OCCURS SAD
#4 HORIZ @ 24"oc
8"8'-6" #4 @ 16"oc 4'-0" H VERT REINF FTG WIDTH
SCHEDULE
Tµ
36"
FTG WIDTH
CLR
3"
H
T
LAP PER
µ NOMINAL
LOWEST ADJ
SUBGRADE
MIN
6"
2"
CLR
3" CLR TYP
#4 @ 16"oc EW
2x4x12" KEY @ 24"oc
1 0-S1.10
1212 fourth street | suite z
santa rosa ca 95404
zfa job no.
zfa.com
707.526.0992
copyright © 2024
Drawing No.
Drawing Title
SKA Project Number:
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.
Revision Number DATE ISSUE DESCRIPTION
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.
21 20 19 18 17 16 15 14 13 12 10 89 4567
3 2
1 MLKJHGFEDCBANPQRO
11 21 20 19 18 17 141516 13 12 11 10
9 8
7 6
5 4
3 12
MLKJHGFEDCBANPQRO
Architect of Record Contractor
CLIENT
© 2024 Shah Kawasaki Architects
RECONCILIATION SET
10/2/2024 4:53:45 PM C: U\ sers\bretts O\ neDr vi e - ZFA Structural Eng ni eers D\ ocuments\23656_Alameda County Fire Tra ni ni g_S22C_brett @s zfa.com.rvt
ALAMEDA COUNTY
FIRE TRAINING
CENTER
2-S3.00
FOUNDATION DETAILS
NOT FOR CONSTRUCTION
5053 GLEASON DRIVE, DUBLIN, CA
94568
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612
23656
1 3/4" = 1'-0"
TYPICAL EXTERIOR FOOTING
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
2 3/4" = 1'-0"
INTERIOR FOOTING AT SHEAR WALL
5 3/4" = 1'-0"
HSS COLUMN PAD FOOTING
4 3/4" = 1'-0"
HSS COLUMN AT INTERIOR FOOTING
3 3/4" = 1'-0"
HSS COLUMN AT EXTERIOR FOOTING
10 3/4" = 1'-0"
CMU WALL FOOTING
8 3/4" = 1'-0"
CONCRETE COLUMN PAD FOOTING
7 3/4" = 1'-0"
HSS COLUMN PAD FOOTING
9 3/4" = 1'-0"
HSS COLUMN PAD FOOTING
11 3/4" = 1'-0"
CMU SITE WALL
10/02/2024 50% DESIGN DEVELOPMENT 10/02/2024 100% DESIGN DEVELOPMENT FDN & STL 178
12 18
24 30
36 36
42 48
KIPS (ASD)
CONN. CAP
PLATE
WELD
SIZE
NO. BOLTS
PER ROW
2 W12, W14
W16
W18
W21
W24
BEAM
DEPTH
2 3
4 5
6 6
W27
W8, W10
7 Ì"
W30 8
£Ï
£Í
Ì"
Ì"
Ì"
Ì"
Ì"
Ì"
Ì"
TYPICALLY FOR LIGHTLY LOADED STRUCT STL, OR LIGHT FRAMED BLDG W/ STL.
COLLECTOR CAPACITIES ARE SIGNIFICANTLY REDUCED FROM HSB SCHED. SEE SPREAD SHEET S:\_CalcSpreadsheets & Design Tables\_CalcSpreadsheets\CBC16_IBC15\Steel\Steel-w beam collector connection.
ENG MUST DESIGNATE (ON PLANS OR DETAILS) WHERE SFRS CONNECTIONS ARE REQD.
SEE SPREADSHEET S:\_CalcSpreadsheets & Design Tables\_CalcSpreadsheets\CBC16_IBC15\Steel\Steel Shear Tab Design.
ENGINEER SEE X-ARCHIVE FOR OLD SCHEDULES.
1. 2.
3. 4.
5. W33
W36
9 10
Ì"
Ì"
54 60
NOTES:
1. R = 1Ï" SEE TYP CONNECTION DETAILS. BOLT SPACING AND EDGE DISTANCE SHALL CONFORM TO AISC SPECIFICATIONS.
2. GRADE A307 GRADE A Ó"ø 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 + È". SHORT SLOTTED HOLES (+ È" VERT, + Ë" 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, WELD & BOLT SIZE PER W8 & SEE .
£Í
£Í
£Í
£Í
£Ï
£Ï
£Ï
£Ï
4/2-S3.01
(PARTIAL HT CONN £ ARE NOT APPROVED BY DSA)
FOR BMS BOTH SIDES
SEE FOR CONN £, BOLTS, & WELD
CONN £
COPE LOWER FLANGE AT
FULL DEPTH CONN £
x
PROVIDE FULL DEPTH
CONN £ PER FOR:
TYP
R MIN
3" TYP
R MIN
DBL ROWS OF BOLTS
ES OF BM AT
* ONE SIDED CONN
* CONN WHERE BM
DEPTH VARIATION, x,
EXCEEDS 6"
* CONN INTO BM OR
GIRDER ON SFRS LINES
3"
R
R
MIN
R 3/4"
(51-01-02)
3 2-S3.01
___________
1 2-S3.01
___________
(FOR ALL STL BLDGs & DSA 1-SIDE)
SEE FOR CONN £, BOLTS, & WELD
FULL DEPTH CONN £
COPE LOWER FLANGE AS
REQD FOR INSTALLATION
BM WHERE OCCURS
3" TYP
MINR
R MIN
TYP
Ó" R R MIN
1 2-S3.01
___________
SEE FOR CONN £, BOLTS, & WELD
CONN £
W6, C6 AND
SMALLER OR L
R 3" R MIN
R
R MIN
1 2-S3.01
___________
PARTIAL DEPTH STIFF £ TYP
UNO £ TO BE SAME
THICKNESS (t) AS BM WEB (Í"
MIN, Ï" MAX), Ó" MAX AT W40.
MATCH WIDTH OF BM FLANGE.
CHAMFER £ AT BM FILLETS
TYP (NO WELD AT FILLETS)
(Ê" MIN, Ì" MAX)
FULL DEPTH STIFF/CONN £
WHERE NOTED
k det
t-É" 3-8
k det
k1
STIFF £ ES WHERE NOTED
SEE FOR DIMENSIONS, ETC
& FOR CONN £, BOLTS & WELDS
BM AS OCCURS
CAP £ SAME THICKNESS
AS COL WEB (Ë" MIN, Ï" MAX)
CONN £
COL
Ë
COL FLANGE
TO CAP £ TYP
DBL ROWS OF BOLTS
ES OF COL AT
6 2-S3.01
___________
1 2-S3.01
___________
Ë
SEE FOR CONN £, BOLTS, & WELD
BM AS OCCURS BM
COL
CONN £
R
3" TYP
R
3/4" MAX R
3" R
DBL ROWS OF BOLTS
ES OF COL AT
1 2-S3.01
___________
CONN £
SEE FOR CONN £, BOLTS, & WELD
NOTE:
WHERE CONTINUITY PLATES CONFLICT W/ THIS DETAIL, USE THICKER PLATE & DEEPEN CONNECTION £ AS SHOWN DASHED
W COL
BEAM
CROSS £Ï T&B
(OR CONTINUITY £
PER OTHER DETAILS)
Ë
CROSS £ TO
COL FLANGE
3/4" MAX
R
DBL ROWS OF BOLTS ES OF
COL AT
BM AS OCCURS
1 2-S3.01
___________
CONN £ TO CROSS £
AND COL WEB TYP
Ë
CROSS £ TO
COL WEB
SEE FOR DIMENSIONS, ETC
& FOR CONN £, BOLTS & WELDS
COL
BM AS OCCURS CAP £ SAME THICKNESS AS
COL WEB (Ë" MIN, Ï" MAX)
CONN £
CROSS £ SAME THICKNESS
AS COL WEB (Ë" MIN, Ï"
MAX)
Ë
ES PER SCHED
DBL ROWS OF BOLTS
ES OF COL AT
7 2-S3.01
___________
1 2-S3.01
___________
AT COLUMN AT BEAM
£ TO MATCH HSS
WALL THICKNESS
(Ë" MIN, Ï" MAX) TYP
SEAL WELD
SEAL WELD
AT COLUMN AT BEAM
É
SEAL WELD
ALTERNATE
"t"
"t"
(3/16" MIN)
"t" - 1/16"
(3/16" MIN)
"t" - 1/16
É
SEAL WELD
1/2" MAX OVERSLOT
£ THICKNESS
+1/8" MAX
1/2" MAX OVERSLOT
EA END
SLOT AT END OF HSS SLOT IN MIDDLE OF HSS
KNIFE £
HSS MEMBER
A
1/2" MAX
1/2" ES
1/2"
COVER £ THICKNESS
"t" = HSS WALL
THICKNESS (Í" MIN)
OVER SLOT DUE TO
KNIFE £ GEOMETRY
FOR USE ONLY WHERE
SPECIFICALLY NOTED
£ THICKNESS
+ 1/8" MAX
t-É
PREDRILL HOLE PRIOR TO CUTTING
SLOT. HOLE ø = £ THICKNESS + Ë" TYP
£ THICKNESS
+ 1/8" MAX
¢ BM & COL
¢ BM & COL
OFFSET CONN £
"T" £ CONN PER
BM PERP AS OCCURS
PLAN VIEW A
SLOT COL FOR £ THRU
PER
DBL ROWS OF BOLTS ES COL
AT
CONN £
W BM
COL PER PLAN
SEE FOR
CONN £, BOLTS
& WELD
CONTINUE £ FOR
BM BOTH SIDES
1/2"
BM AS OCCURS
TYP NS & FS
TOP OF COL AS OCCURS
W/ CAP £ PER
A
14 2-S3.01
___________
12 2-S3.01
___________
3/4"
MAX R R
R
3" TYP
1 2-S3.01
11 2-S3.01
3" R
ENGINEER NOTES:
SINGLE PLATE CONN PERMITTED WHERE COL IS NON-SLENDER IN COMPRESSION (SEE AISC MANUAL PAGE 10-167) AND WHERE WALL PUNCHING SHEAR CRITERIA IS SATISFIED, SEE AISC EQUATION (K1-3). USE T-PLATE WHERE THESE CRITERIA ARE NOT SATISFIED FOR ROUND COLUMNS THE REQUIREMENTS IN NOTE 2a ARE REPLACED WITH D/t Ä 0.11 E/Fü
IF WT IS SUBSTITUTED FOR T-PLATE, VERIFY THAT WELD OF WT TO HSS WILL DEVELOP SHEAR YIELDING OF WEB (MIN 5/8 tú ES)
PLAN VIEW
¢ BM & COL
tö + 1/4"
1" MAX tö
BM AS OCCURS
CONN £ PER
FOR CONN £, BOLTS
& WELD SEE
1Ï" RETURN AT TOP, TYP
A
A
B
t
T-PLATE AS REQD, SEE NOTE 2 BLW
CONN £ WELDED DIRECTLY
TO HSS AS PERMITTED,
SEE NOTE 2 BLW TYP
NOTES:
1. DETAIL IS NOT PERMITTED AS SFRS CONNECTIONS UNO.
2. IT IS PERMITTED TO OMIT T-PLATE AND WELD CONN £ DIRECTLY TO FACE OF HSS COL WHERE BOTH OF THE FOLLOWING ARE SATISFIED:
a. B/t Ä 40 AND (B-3t) / t Ä 33.7
b. t Å Ñtö (OR Õtö FOR 50 KSI £)
3/4" MAX
FOR INFORMATION
NOT NOTED SEE 13
2-S3.01
1 2-S3.01
1 2-S3.01
¢ COL & STIFF £
FULL DEPTH
STIFF £ ES PER
BM
END £Ï TYP
BRACE ANGLE
PER TYP
COL TYP
¢ COL & BM SPLICE
A B
BM GA
1" MIN TYP
Ë
TYP
Ë
(3) SIDES
NS & FS
3"
3"
(50-00-03)
(50-00-02)
ENGINEER TO DETERMINE NEED FOR BRACING.
ENGINEER MUST PROVIDE ADDITIONAL DETAILS FOR ATTACHMENT OF THE "OTHER END" OF THE BRACE.
2" 3" 1 1/2"
A B C
2" 1 1/2"
COL AS OCCURS TYP
NOTES:
ALL COLUMN CAP PLATES SHALL BE THE SAME WIDTH AS BEAM FLANGE (OR COLUMN DIMENSION +Ï", WHICHEVER IS GREATER), THICKNESS SAME AS BEAM FLANGE, Ï" MINIMUM.
ALL FASTENERS TO BE MBÓø.
1. 2.
MB ES
5 2-S3.01
NOT 9
USED
17-50-01
1/2"
C
A
A
CASE 1
t
HSS
HSS
t
TYP
TYP
t
TYP
END
90° CORNER
HSS
HSS
45° MITER CORNER
A
CASE 2
INTERIOR
HSS
HSS
Ë
CJP (3) SIDES
GRIND SMOOTH
CAP £PER 12
2-S3.01
52-01-02
t + È"
A
GRATING BY OTHERS
CHANNEL PER PLAN
W/ Í"ø AB @ 48"oc
6" EMBED MIN
DBL L ANGLE BRACE
PER PLAN
CONC FLOOR
PER PLAN
2 1/2"
£Ëx3x6 W/ (2) Í"ø
SCREW ANCHOR
EA KICKER
LOCATE BTWN
Ê
Ê
£Ëx3x6 W/
(2) Ï"ø MB EA
STRINGER
1 1/2"
3"
1 1/2"
Ê
£Ëx3x5 W/ (2) Ï"ø MB
EA STRINGER
1"
3"
1"
Ê
1 DECK PARALLEL TO BEAM
END JOINT LAP JOINT
END BEARING AT BLOCKOUT (18" MAX) CHANGE IN DIRECTION
WELDING (OR OTHER DECK FASTENING)
BUTT JOINT
SEE FOR TYP
EDGE ANGLE AT
CONC TOPPING
PURLIN OR
BM
BM, ANGLE,
ETC
£Ï x BLOCKOUT
WIDTH + 6" AND/OR
PROVIDE FULL BRG
FOR DECK FLUTES
ES OPNG
TYP
2" MIN
2" MIN
EDGE OF FLANGE
DECK BLOCKOUT TO
SHIM £TO
MATCH BM
FLANGE
MAX)
Ë
(3) SIDES
1" TYP
BRG
2" MIN
K
A
TYP
2" MIN
TYP
1/2" MIN
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 " " PER .
2" MIN
TYP
1/2" MIN
Ë
DECK PERPENDICULAR TO BEAM
SPLIT DECK AT PARALLEL BEAM
16 GA CONT CLOSURE £
REMOVE FLUTE AS REQD
CLOSURE £
1" MIN
OR EXTEND
1" MIN
CONN CONN
CONN
CONN CONN CONN
CONN
CONN CONN
SCREWS OR PW AT
CONN SPACING
CONN
SCREWS OR PW AT
CONN SPACING ES
ENG NOTE:
CHECK AND MODIFY
SCREW SPACING AS
REQD FOR DECK SHEAR
ENG NOTE:
CHECK AND MODIFY
SCREW SPACING AS
REQD FOR DECK SHEAR
B B
B
B
B
B
A A A
A B A
RIBBED DECK:
CRIMP BEFORE WELDING
TOP SEAM
WELD
EPICORE DECK:
LAYOUT DECK SHEETS SO THAT
SIDE SPLICES OCCUR ONLY AT
SEAMED EDGES, AS SHOWN
Í 1Ï
ALT WELD
OPTION
DEEP VERCOR
INVERTED DEEP VERCOR
OR MINI-V-BM
CONN
CONN
RIBBED DECK:
CRIMP BEFORE WELDING
NOTE:
BUTTON PUNCH AND VERCO SIDE LAP CONN NOT SHOWN.
É 2
CONN
1/8"
CONN
RIBBED SS DECK:
LAYOUT DECK SHEETS SO THAT SIDE
SPLICES OCCUR ONLY AT SEAMED
EDGES, AS SHOWN
CONN
C
C
C
C
C
C
BM
2" MIN
16" MAX
SEE PLAN
BENT £Ë
Ê 2-12
UNTOPPED DECK AT BYPASS WALL
METAL DECK
DIRECTION AS
OCCURS TYP
BM
2" MIN
16" MAX
SAD
CLOSURE ANGLE
SEE SCHED
É 2-12
UNTOPPED DECK AT OPENING
'D'
4" 16 GA
8" 12 GA
12" Ë"
D MAX ANGLE
BM BENT £Ë
Ê 2-12
TOPPED DECK AT BYPASS WALL
BM
2" MIN
16" MAX
SAD
CLOSURE ANGLE
SEE SCHED
É 2-12
TOPPED DECK AT OPENING
'D'
4" 16 GA
8" 12 GA
12" Ë"
D MAX ANGLE
2" MIN
16" MAX
SAD 24" MIN
Ï"ø LONG
DEFORMED BAR
ANCHOR @ 36"oc
CONC FILL CONC FILL
TOPPED DECK AT LARGE OVERHANG
BYPASS
WALL SAD
BYPASS
WALL SAD
BYPASS
WALL SAD
AT BYPASS WALL CONDITIONS, CHECK PLATE AND CONNECTION FOR OUT-OF-PLANE FORCES.
ENGINEER TO COORD BYPASS WALL ATTACHMENT W/ EDGE OF DECK DETAIL.
BM
Ë" BENT £
Ê 2-12 2" MIN
32" MAX
SAD
CONC FILL
36" MIN
L TO FLANGE
L5x3xÌ (LLV) @
4'-0"oc, COPE TOP
FLANGE
Ê 1-4
L TO BENT £
2" MAX
STIFF £Ë
Ï"ø DEFORMED BAR
ANCHOR @ 36"oc
Ê
L TO WEB
METAL DECK
DIRECTION AS
OCCURS TYP
2"
1" CLR
1" CLR
RIDGE/HIP
VALLEY
Ê 2-12
TYP
Ê 2-12
CONT BENT £Ê
2Ï" MAX,
CONTRACTOR
TO DETERMINE
DIM REQD FOR
BMS AND
DECKING TO
PROPERLY
INTERFACE
STL BM
Ê 2-12
¢ ¢
VALLEY ALT
RIDGE/HIP ALT
2" MIN
2" MIN
2" MAX
EXTEND £Ê
2" MIN
CONT BENT
£Ê
CONT BENT
£Ê TYP
CONT BENT £Ê
CONT £Ê ES
Ê 2-12
TYP
NOTE:
OMIT ADDITIONAL BEARING £ WHERE DECK SLOPE < Ë" PER 12" SAD
12 ¢
METAL DECK, SEE PLAN
FOR ORIENTATION
CONT BENT £Ê
Ê 2-12
SINGLE SLOPE
2" MIN
CONN OR
CONN OR
CONN OR
CONN OR
CONN OR
CONN OR
OPTION 1
SAD
¢ 12
METAL DECK,
SEE PLAN FOR
ORIENTATION
CONT £Ê
2-12
CONN OR
OPTION 2 (LOW SLOPE)
2" MIN
2" MIN
ROUND BAR, SIZE
AS REQD (1"ø MAX)
Ê 2-12
A B
A B
A B A B
A B
A B
A B
1212 fourth street | suite z
santa rosa ca 95404
zfa job no.
zfa.com
707.526.0992
copyright © 2024
Drawing No.
Drawing Title
SKA Project Number:
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.
Revision Number DATE ISSUE DESCRIPTION
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.
21 20 19 18 17 16 15 14 13 12 10 89 4567 3 2 1
M
L
K
J
H
G
F
E
D
C
B
A
N
P
Q
R
O
11 21 20 19 18 17 141516 13 12 11 10 9 8 7 6 5 4 3 12
M
L
K
J
H
G
F
E
D
C
B
A
N
P
Q
R
O
Architect of Record Contractor
CLIENT
© 2024 Shah Kawasaki Architects
RECONCILIATION SET
10/2/2024 4:53:47 PM
C: U\ sers\bretts O\ ne
Dr vi e - Z
F
A
Structural Eng ni e
ers D\ ocum
ents\23656_Ala
m
eda
C
ounty
Fire
Tra ni ni g_
S22C
_brett @s zfa.co
m.rvt
ALAMEDA COUNTY
FIRE TRAINING
CENTER
2-S3.01
STEEL DETAILS
NOT FOR CONSTRUCTION
5053 GLEASON DRIVE, DUBLIN, CA
94568
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612
23656
1 3/4" = 1'-0"
Ó"ø MACHINE BOLT (MB) CONNECTION SCHEDULE
2 3/4" = 1'-0"
TYPICAL BEAM TO BEAM CONNECTION
3 3/4" = 1'-0"
TYPICAL FULL DEPTH BEAM TO BEAM CONNECTION
4 3/4" = 1'-0"
TYPICAL SHALLOW BEAM DETAIL
5 3/4" = 1'-0"
TYPICAL BEAM WEB STIFFENER PLATE DETAIL
8 3/4" = 1'-0"
BEAM TO COLUMN CONNECTION
6 3/4" = 1'-0"
BEAM TO COLUMN FLANGE CONNECTION
7 3/4" = 1'-0"
BEAM TO COLUMN WEB
9 3/4" = 1'-0"
BEAM TO COLUMN CONNECTION
12 3/4" = 1'-0"
TYPICAL CAP PLATE
11 1 1/2" = 1'-0"
TYPICAL SLOTTED HSS FOR GUSSET CONNECTION
13 3/4" = 1'-0"
BEAM EACH SIDE TO HSS COLUMN
14 3/4" = 1'-0"
BEAM TO HSS COLUMN ('T' PLATE)
15 3/4" = 1'-0"
COLUMN ABOVE AND BELOW
16 3/4" = 1'-0"
TYPICAL HSS TO HSS CONNECTION
10 3/4" = 1'-0"
TYPICAL KICKER
17 3/4" = 1'-0"
TYPICAL STEEL DECK SUPPORT AND WELDING
18 3" = 1'-0"
TYPICAL DECK SIDE LAP CONNECTION
19 1" = 1'-0"
TYPICAL EDGE OF DECK
20 1 1/2" = 1'-0"
TYPICAL SLOPED DECK SUPPORT
10/02/2024 50% DESIGN DEVELOPMENT
10/02/2024 100% DESIGN DEVELOPMENT FDN & STL
179
AT END OF WALL
1 1/2" 3" 1 1/2"
1 1/2" 1 1/2"
HSS PER PLAN OR ELEV
£ Ë" x COL WIDTH + Ï"
CENTERED ON COL W/ (2) Ñ"ø
MB AT ¢ OF £. SLOPE CAP £
AS REQD AT SLOPED TOP £
Ê
TRIM STUD ES PER
F
0-S0.10
NOTE:
NO TOP PLATE SPLICES
WITHIN 24" ES OF COL
1 1/2"
3" 2"
MIN
RF PEN TO BLKG
OR TO RAFTERS
ADD (2) 4x BLK OR
RAFTERS AT COL
AS REQD
£Ë" x COL WIDTH + Ï"
CENTERED ON COL
(4) Ó"ø MB AT ¢ £
DBL TOP £
TRIM STUD ES PER HSS PER PLAN OR ELEV
A35 ES
Ê
A
FOR INFORMATION
NOT NOTED SEE
F
0-S0.10
1212 fourth street | suite z
santa rosa ca 95404
zfa job no.
zfa.com
707.526.0992
copyright © 2024
Drawing No.
Drawing Title
SKA Project Number:
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.
Revision Number DATE ISSUE DESCRIPTION
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.
21 20 19 18 17 16 15 14 13 12 10 89 4567 3 2 1
M
L
K
J
H
G
F
E
D
C
B
A
N
P
Q
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11 21 20 19 18 17 141516 13 12 11 10 9 8 7 6 5 4 3 12
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Architect of Record Contractor
CLIENT
© 2024 Shah Kawasaki Architects
RECONCILIATION SET
10/2/2024 4:53:47 PM
C: U\ sers\bretts O\ ne
Dr vi e - Z
F
A
Structural Eng ni e
ers D\ ocum
ents\23656_Ala
m
eda
C
ounty
Fire
Tra ni ni g_
S22C
_brett @s zfa.co
m.rvt
ALAMEDA COUNTY
FIRE TRAINING
CENTER
3-S2.10
SITE FRAMING PLANS
AND DETAILS
NOT FOR CONSTRUCTION
5053 GLEASON DRIVE, DUBLIN, CA
94568
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612
23656
1 3/4" = 1'-0"
HSS COLUMN AT TOP PLATE
2 3/4" = 1'-0"
HSS COLUMN AT TOP PLATE
10/02/2024 50% DESIGN DEVELOPMENT
10/02/2024 100% DESIGN DEVELOPMENT FDN & STL
180
B B B B B B B B B
B B B
EV EV
EV
CHARGING
ONLY
EV
CHARGING
ONLY
VEHICLE
PERMEABLE PAVER
SYSTEM, SCD
PEDESTRIAN
CONCRETE
PAVING, SCD
VEHICULAR
CONCRETE PAVING,
SCD FOR TYPES
TRUNCATED
DOMES; SCD
EX-1
SITE SIGNAGE &
TAG; SEE SCHEDULE
ON A-###
PROPERTY LINE
(SEE CIVIL DRAWINGS FOR LIMITS OF WORK)
(E) TREE, SLD
S1
SITE LIGHT
POLE; SED
(N) TREE; SLD
STRIPED
ACCESSIBLE
PATHWAY
LANDSCAPE,
SLD
LEGEND
FIRE ACCESS
LANE, TYPICAL
PAVERS, SCD
EXTERIOR
FITNESS AREA
GRAVEL, SCD
NEAREST BUS
STOP LOCATION
GENERAL NOTES
32.010
33.002
32.002
32.010
32.007
02.002 33.001 10.015
32.007
32.015
26.010
32.014
32.009
32.008
32.007
32.001
26.009
32.004
32.021
32.020
32.010
32.011
32.012
CLEAN AIR/
VANPOOL/EV
CLEAN AIR/
VANPOOL/EV
CLEAN AIR/
VANPOOL/EV
CLEAN AIR/
VANPOOL/EV
GLEASON DRIVE
(E) FIRE STATION
MADIGAN ROAD
BRODER BOULEVARD
UNDEVELOPED AREA
(E) CHP
02.003
32.019
32.001
CLASSROOM
BUILDING
TRAINING
TOWER SCBA
BUILDING
PG&E
XFMR
PROJECT BASE POINT
PROJECT SURVEY
POINT @ P/L CORNER
32.022
32.018
32.022
32.003
32.018
32.018
32.018
32.018
17' - 3 1/4"
30' - 0"
108' - 10 1/2"
45' - 3 5/8"
(3) 8'x8.5'x20'
Conex Boxes
(3) 8'x8.5'x20'
Conex Boxes
(5) 8'x8.5'x40'
Conex Boxes
10' - 0"9' - 0" 9' - 0" 9' - 0" 8' - 4"9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0"
9' - 0"
9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0" 9' - 0"
9' - 0 1/4"
9' - 3 3/4" 9' - 0" 9' - 0" 9' - 0" 9' - 0"
12' - 0"
5' - 0"
9' - 0"
9' - 0"
9' - 0" 11' - 0 1/4" 12' - 0"
5' - 0"
9' - 0"
TYP
20' - 0"
TYP
20' - 0"
4' - 1 1/4"
28' - 0"
20' - 0" 26' - 0"
26' - 0"
21.006
45' - 3"
295' - 10"
288' - 3"
140' - 7"
APARTMENT PARKING LOT PROP
4" AC PAVED TRAINING AREA
PUMP TEST PIT
32.015
T
YP
20' - 0"
26' - 4"
S.RG01
S.WF01
S.RG04
S.RG02
S.WF02
S.RG03
I.RG01
I.RG03
I.RG01
S.RG03
I.RG02
S-ID01
12' - 0"
R
Drawing No.
Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
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
Architect of Record Contractor
NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
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B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
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M
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21 20 19 18 17
R
Q
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ARCHITECTURAL SITE
PLAN
A -101
SKA Project Number: 24702
ALAMEDA COUNTY
FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
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.O.I. 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
RE: A4/ A-2-201 1" = 30'-0"
ARCHITECTURAL SITE PLAN - Dependent 1 A1
PROJECT
NORTH
Revision Number DATE ISSUE DESCRIPTION
R1 09/13/2024 CITY OF DUBLIN SDR
10/02/2024 50% DESIGN DEVELOPMENT
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.RG02 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.RG02 MAXIMUM OCCUPANCY SIGN
I.RG03 AUTHORIZED PERSONNEL ONLY SIGN
I.RG04 RESTRICTED ACCESS
I.WF01 DIRECTIONAL
S-ID01 MONUMENT ID
S-ID02 BUILDING ID
S.RG01 PARKING REGULATORY SIGN
S.RG02 ACCESSIBLE PARKING ID
S.RG03 EGRESS SITE ID
S.RG04 AUTHORIZED PERSONNEL SITE SIGN
S.WF01 VEHICLE DIRECTIONAL
S.WF02 PEDESTRIAN DIRECTIONAL
181
A10
A -102
PAINTED STEEL BEAMS
PREFINISHED FASCIA TO MATCH
CLASSROOM BUILDING
9' - 6" 9' - 6"
PAINTED STEEL COLUMNS, TYP
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 8' - 0"
24' - 0"
A10
A -102
MILD STEEL, GALVANIZED
WELDED
WIRE MESH W/ 1.5" HOLES;
PAINTED.
2x2 TUBE STEEL FRAMES,
TYP.
PAINTED GROUNDFACE CMU BLOCK
WALL, TYPICAL
3" DEEP LONG SPAN TYPE N
METAL ROOF DECK
(N) PAINTED STEEL
BEAM, TYP.
STANDING SEAM ROOF TO
MATCH CLASSROOM
BUILDING O/ 3/4" EXTERIOR
GRADE PLYWOOD
6' - 0"
MILD STEEL,
GALVANIZED WELDED
WIRE MESH W/ 1.5"
HOLES; PAINTED.
2x2 TUBE STEEL
FRAMES, TYP.
PAINTED CMU BLOCK
WALL, TYP.
(N) PAINTED STEEL
HSS BEAMS, TYP.
STANDING SEAM
ROOF TO MATCH
CLASSROOM BUILDING
O/ 3/4" EXTERIOR
GRADE PLYWOOD
A12
A-1-803
FASCIA FLASHING TO MATCH
CLASSROOM BUILDING STANDING
SEAM ROOF
N-SERIES STRUCTURAL DECKING
DECK END CLOSURE METAL
SCREWED TO FASCIA NAILER
BLOCK
EXTERIOR GRADE PLYWOOD
SUBSTRATE FOR STANDING SEAM
ROOF
SINGLE PLY TYPE "D"
BUILDING PAPER
2x P.T. FASCIA NAILER BLOCKING
PAINTED 3" TYPE N GALVANIZED
METAL ROOF DECK
HSS 2x2 WELDED WIRE MESH
FRAME
VERTICALLY ORIENTED TYPE "B"
METAL DECKING GATE
LIGHTING ON MOTION SENSOR, SEE
ELECTRICAL
PAINTED HSS 12" x 4" BEAMS w/ WELDED COLUMN
CONNECTIONS, SEE STRUCTURAL
PAINTED HSS 4" x 4" COLUMNS, SEE
STRUCTURAL DRAWINGS
6' - 0"
A -102
A16
3" / 1'-0"
1' - 10 3/4" 1' - 10 3/4"
1/8" / 1'-0"
GALVANIZED STEEL GRATE AND DRAIN TO
STORMWATER SYSTEM, SEE CIVIL
DRAWINGS
10' - 3"
6" x 8" CONCRETE CURB
GALVANIZED WELDED WIRE MESH WITH
2x2 TUBE STEEL FRAME
STANDING SEAM ROOF TO MATCH
CLASSROOM BUILDING O/ 3/4" EXTERIOR
A12 GRADE PLYWOOD
A-1-803
A10
A -102
A -102
O4
A -102
J4
A -102
A4
9' - 11 7/8"
20' - 0"
TRASH
4-YD
RECYCLE
4-YD
FOOD
WASTE/COMPOST
3-YD
STRIPED PEDESTRIAN PATH
OF TRAVEL w/ TRUNCATED
DOMES
CONCRETE APRON,
SEE CIVIL
DRAWINGS
RECESSED LOCKING
GATE STOPS AT EA.
GATE
6' H. x 8" GROUNDFACE CMU WALL
AROUND ENCLOSURE
8' H. x 8" GROUND-FACE
CMU SITE WALL w/
PLASTER FINISH ON
EXTERIOR SURFACE
8' H. x 8" GROUND-FACE
CMU SITE WALL w/ PLASTER
FINISH ON EXTERIOR
SURFACE
SLOPE SLAB TO FLOOR
DRAIN, TYP.
A -102
E4
0-010.1
0-010.2
CMU WALL w/ PLASTER FINISH BEYOND
SITE ENTRY GATE
3" / 1'-0"
GENERAL NOTES
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.
LEGEND
GROUND or SMOOTH FACE CMU;
PTD TAUPE (CMU-1)
KEYNOTE
MATERIAL TAG; SEE SHEET A-###
FOR EXTERIOR FINISH INFORMATION
(XXX(?)-#)
08.003
A-3-801
LOUVER & TAG; SMD; (###) FINISH;
TYP
L1
STANDING SEAM METAL ROOF;
CHARCOAL (R-1)
CMU; 2-COAT STUCCO - PTD TAUPE;
(CMU-2)
R
Drawing No.
Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
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
Architect of Record Contractor
NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
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M
N
21 20 19 18 17
R
Q
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J
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TRASH ENCLOSURE
DETAILS
A -102
SKA Project Number: 24702
ALAMEDA COUNTY
FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
RE: L10/ A -102 1/4" = 1'-0"
TRASH - EAST ELEVATION O4
RE: L10/ A -102 1/4" = 1'-0"
TRASH - WEST ELEVATION J4
RE: L10/ A -102 1/4" = 1'-0"
TRASH - ELEVATION NORTH A4
RE: A10/ A -102 6" = 1'-0"
TRASH - SECTION - ROOF ASSEMBLY A16
1/4" = 1'-0"
3D VIEW - TRASH ENCLOSURE REAR E16
RE: A4/ A-2-201 1/4" = 1'-0"
FIRST FLOOR REFLECTED CEILING PLAN E10
RE: J4/ A -102 1/4" = 1'-0"
TRASH - SECTION A10
RE: A4/ A-2-201 1/4" = 1'-0"
FLOOR PLAN - WASTE ENCLOSURE L10
KEYNOTE
Revision Number DATE ISSUE DESCRIPTION
09/13/2024 CITY OF DUBLIN SDR
3D VIEW - TRASH ENCLOSURE FRONT L16
RE: L10/ A -102 1/4" = 1'-0"
TRASH - ELEVATION SOUTH E4
PROJECT
NORTH
DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
182
Level 1 T.O. Slab
383' - 9 19/32"
SECURITY FENCE, PER PLAN
HYDRANT, S.C.D.
6"ø x 36" TALL REMOVABLE
PROTECTIVE PIPE BOLLARDS, TYP.
BELOW-GRADE PUMP TEST PIT
PAINTED GALVANIZED HEAVY-DUTY
FABRICATED STEEL "TARGET" HOOD
w/ UNDERGROUND WATER RETURN
TROUGH TO TEST PIT
9' - 0" 3' - 0"
9' - 4"
1' - 2" 5' - 4" 7' - 6"
24" SQUARE OPENINGS THROUGH
TOP SLAB w/ S.S. DIAMOND-PLATE
FLUSH FLOOR HATCH MOUNTED TO
GALV. STEEL ANGLES EMBEDDED IN
CONCRETE SLAB, TYPICAL U.N.O.
18" SQ.
18" SQ.
MINIMUM 2'-2" DEEP OPENING IN SLAB UNDER
HOOD TO WATER RETURN TROUGH w/ REMOVABLE
HEAVY-DUTY GALV. STEEL GRATE COVER
8' - 0"
12' - 0"
EQ EQ EQ EQ EQ EQ EQ EQ
10 1/2" 10 1/2" 10 1/2"
PAINTED GALVANIZED HEAVY-DUTY
FABRICATED STEEL "DISCHARGE" HOOD
32" x 18" OPENING IN TOP SLAB UNDER
HOOD w/ REMOVABLE HEAVY-DUTY
GALV. STEEL GRATE COVER
CUSTOM FABRICATED STEEL HOSE
MANIFOLD BOLTED TO CONC. SLAB
SWIVEL TIE-OFF ANCHORS
EMBEDDED IN TOP OF PUMP
TEST PIT (5 TOTAL)
4' - 6" 1' - 0"
3' - 0" 8"
1' - 8"
TYP
7' - 0" 14' - 0" 14' - 0" 7' - 0"
11' - 0" 15' - 0" 16' - 0"
PROVIDE 1/2"/FT SLOPE BETWEEN
FRONT CURB & OPENING
42' - 0"
14' - 0"
0-A1.21
J6
0-A1.21
J1
0-A1.21
N16
0-A1.21
N8
N1
0-A1.21
FABRICATED STEEL DEFLECTION "TARGET" HOOD
PROTECTIVE PIPE BOLLARD
8' - 0" 6" 6"
FABRICATED STEEL DEFLECTION "TARGET" HOOD
SEAL & BOLT BASE ANGLE OF HOOD
TO CONCRETE CURB, TYPICAL
FIRE HYDRANT PER PLAN, S.C.D.
PROTECTIVE PIPE BOLLARDS, TYPICAL
CUSTOM HOSE MAFIFOLD
2' - 9 1/2" 6"
3' - 6"
2' - 11 1/8"
2-1/2"ø MALE NST
COUPLING, TYP.
2-1/2"ø GATE VALVE, TYP.
2-1/2"ø FEMALE NST COUPLING, TYP. DISCHARGE HOOD
(4) 6" SQUARE OPENINGS EQUALLY
SPACED ACROSS TOP OF WALL
INTERIOR CONCRETE BAFFLE WALL
(2) 36" SQUARE OPENINGS AT
BOTTOM OF WALL
(4) 6" SQUARE OPENINGS EQUALLY
SPACED ACROSS TOP OF WALL
INTERIOR CONCRETE BAFFLE WALL
(2) 24" SQUARE OPENINGS AT
BOTTOM OF WALL
11' - 8" 6" 8' - 0"
CONCRETE MAT SLAB, S.S.D.
CONCRETE PERIMETER &
INTERIOR SUPPORT WALLS
SUSPENDED CONCRETE
TOP SLAB, S.S.D.
SECURITY FENCE
FABRICATED STEEL
DEFLECTION "TARGET" HOOD
OPENING IN END WALL FOR TROUGH
4' - 0" 8' - 0"
REMOVABLE BOLLARDS
w/ CONTIN. FTG
R
Drawing No.
Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
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
Architect of Record Contractor
BRIDGING DESIGN DOCUMENTS.
NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
K
L
M
N
21 20 19 18 17
R
Q
P
O
J
K
L
M
N
RECONCILIATION SET
PUMP TEST PIT
DETAILS
0-A1.21
SKA Project Number: 24702
ALAMEDA COUNTY
FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
R1 07/30/2024 RECONCILIATION DRAWINGS
1/4" = 1'-0"
3D - PUMP TEST PIT D15 PUMP TEST PIT PLAN D1
1/4" = 1'-0"
WEST ELEVATION - PUMP TEST PIT J16
RE: D1/ 0-A1.21 1/4" = 1'-0"
SOUTH ELEVATION - PUMP TEST PIT J6
RE: D1/ 0-A1.21 1/4" = 1'-0"
EAST ELEVATION - PUMP TEST PIT J1
RE: D1/ 0-A1.21 1/4" = 1'-0"
INTERIOR BAFFLE WALL - WEST N16
RE: D1/ 0-A1.21 1/4" = 1'-0"
INTERIOR BAFFLE WALL - EAST N8
RE: D1/ 0-A1.21 3/16" = 1'-0"
CROSS SECTION - PUMP TEST PIT N1
GENERAL NOTES
R1
1. HOSE MANIFOLD BASE PLATE: 5/8" X 12" X 3'-0" GALVANIZED STEEL WITH (12) 1/2"Ø "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"Ø (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 "DYNAPOXY 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.
A-103 A-103 A-103 A-103
Drawing No.
Drawing Title
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
Architect of Record Contractor
NOT FOR CONSTRUCTION
Project
F
E
D
C
B
A
PUMP TEST PIT DETAILS
A -103
SKA Project Number: 24702
ALAMEDA COUNTY
FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
"
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
O
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612
O
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612
183
18" DIAMETER x 4' DEEP
CONCRETE "SONOTUBE"
PIER
3" DIAMETER w/ 1/4" WALL
GALVANIZED POST
GALVANIZED PIPE ADJUSTABLE
ARMATURE WITH METAL
MOUNTING TABS
GRADE
4'-6"
TBD ARTIST MEDIUM, N.I.C.
CAP TOP OF PIPE ASSEMBLY
3/4" THREADED HEX HEAD BOLT
HEX HEAD RECEIVER NUT
WELDED TO PIPE SLEEVE
ART ATTACHMENT TABS
ADJUSTABLE PIPE SLEEVE
EMBEDDED GALVANIZED
POST
METAL CLIPS WELDED TO HSS TO
CAPTURE ART MEDIUM FRAME.
BASIS OF DESIGN IS FOR BUDGETING ONLY.
TBD ARTIST MEDIUM, N.I.C.
PRE-FINISHED,
POWDER COATED
3"x3"x1/4" HSS POST
TBD ARTIST MEDIUM, N.I.C.
ATTACHMENT CLIPS
BELOW GRADE CAST-IN-PLACE
POST FOUNDATION
PRE-FINISHED, POWDER
COATED POSTS EMBEDDED
IN FOUNDATION
GRADE
6' - 0"
2' - 6" 4'-6" ABV. FINISH GRADE
12" CLR.
CAP TOP OF PIPE ASSEMBLY
R
Drawing No.
Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
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P
O
H
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D
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B
A
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
Architect of Record Contractor
BRIDGING DESIGN DOCUMENTS.
NOT FOR CONSTRUCTION
CLIENT
Project
H
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A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
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RECONCILIATION SET
PUBLIC ARTWORK
CONCRETE FOUNDATION
PROTOTYPE
0-A1.22
SKA Project Number: 24702
ALAMEDA COUNTY
FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
ART INSTALLATION PROTOTYPE "B" - LINEAR FOUNDATION A11 ART INSTALLATION PROTOTYPE "A" - ADJUSTABLE ARMATURES W/ "SONOTUBE" FORMED PIER A1 1'
-
-0"
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 'A' 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.
Revision Number DATE ISSUE DESCRIPTION
Drawing No.
Drawing Title
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
Architect of Record Contractor
NOT FOR CONSTRUCTION
Project
F
E
D
C
B
A
PUBLIC ARTWORK
CONCRETE FOUNDATION
PROTOTYPE
A -104
SKA Project Number: 24702
ALAMEDA COUNTY
FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
O
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612
O
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612
184
R
Drawing No.
Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
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
Architect of Record Contractor
BRIDGING DESIGN DOCUMENTS.
NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
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21 20 19 18 17
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RECONCILIATION SET
ALAMEDA COUNTY
FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, SUITE
800 OAKLAND, CA 94612
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
R1 07/30/2024 RECONCILIATION SET
LANDSCAPE
DETAILS 0-L5.1
Preliminary Design. Not For Construction Purposes.
5'-5" 10" 20'-8"
15'-1"
1'-4"
42'-2"
2'-6"
11'-1" O.C.
10X45 'W-BEAM' POST, TYP.
10X54 'W-BEAM' FRAME BEAMS, TYP.
2X8 RECLAIMED WOOD JOISTS, PLACED
BETWEEN OUTER 'W-BEAM' FLANGES, TYP.
PLAN VIEW EAST/FRONT SECTION ELEVATION
2X8 VERTICAL RECLAIMED WOOD, BETWEEN THE
BOTTOM OF THE BEAM TO THE TOP OF BACKSPLASH
BBQ & COUNTER TOP BELOW
COUNTER TOP 'BACK SPLASH' WALL BELOW
10X54 'W-BEAM' BEAM, TYP.
CEMENT PLASTER, FINISH AND COLOR
TO MATCH BUILDING EXTERIOR
(4) REFRIGERATORS, SEE NOTES.
COUNTER TOP TO WRAP AROUND REFRIGERATORS ON 3 SIDES
DOUBLE ACCESS DOOR CABINET
FOR PROPANE TANK
2'-10" 6'-2"
2X8 VERTICAL RECLAIMED WOOD, PLACED
BELOW OUTER 'W-BEAM' FLANGES, TYP.
2X8 RECLAIMED WOOD JOISTS, PLACED
BETWEEN OUTER 'W-BEAM' FLANGES, TYP.
COUNTER TOP BAR,
WATERFALL EDGE AT POST TO
EXTEND TO PAVING
2'-6" 4'-0" 1'-0"
1'-0" 6'-0" 1'-0"
10X45 'W-BEAM' FRAME BEAMS, TYP.
GFCI OUTLETS WITH COVER, TYP.
COUNTER TOP 'BACK SPLASH' WITH
METAL PANEL VENEER TO MATCH
THE BUILDING PANELS
-
---
Sim
METAL PANEL VENEER, FINISH
AND COLOR TO MATCH THE
BUILDING PANELS
-
---
Sim
BBQ GRILL UNIT, PROPANE. SEE
NOTES & SPECIFICATIONS.
9'-10"
6" 2'-10"
10"
3'-0"
CEMENT PLASTER TO
MATCH BUILDING
EXTERIOR, CEMENT
PLASTER FINISH ON ALL
SIDES OF KNEE CLEARANCE
ADA KNEE CLEARANCE
COUNTER TOP, ADD FINSIHED EDGE
PIECE ALONG EDGES AS SHOWN
COUNTER TOP TO WRAP
AROUND (2) REFRIGERATORS
COUNTER TOP 'BACK SPLASH'
WITH METAL PANEL VENEER TO
MATCH THE BUILDING PANELS
STEEL FRAMING
BBQ GRILL BEYOND
SECTION A- BBQ COUNTER
14'-5"
SECTION B- WHITEBOARD & COUNTER TOP
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
1'-4"
2"
2'-10" 4'-8"
9'-10"
NOTES:
1. S.S.D FOR FOOTINGS & ADDITIONAL STRUCTURAL DETAILS.
2. COUNTER TOP TO BE 34" MAX HEIGHT FOR ADA WORK SURFACE PER CBC 11B-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.
6. MOUNT THE DRY ERASE BACK-PAINTED GLASS TO THE FRAMING OF THE STRUCTURE SHOWN.
SECTION A
SECTION B
1"
ADA KNEE CLEARANCE CUT OUT,
CEMENT PLASTER FINISH ON ALL SIDES
2'-3"
2'-6" 1'-8" 2'-10" 2'-3"
1'-2" 1'-2"
2" EDGE
2"
GFCI OUTLET AT POST, S.E.D.
COUNTER TOP, WATERFALL EDGE AT
POST TO EXTEND TO PAVING
SHELF TOPPED WITH COUNTER TOP
MATERIAL TO HOLD UP (2) REFRIGERATORS
DRY ERASE BACK-PAINTED GLASS,
SEE NOTES
ADA SINK UNIT, 15" x 15" x 6",
BRUSHED SS FAUCET
EQ. 2'-6" EQ.
SINK AND SS FAUCET
SINK VENT TO RUN UP AND BEHIND THIS POST
ADA SINK UNIT, 15" x 15" x 6", BRUSHED SS FAUCET
PLAN VIEW
10X45 'W-BEAM' POST, 10' HIGH, TYP.
CABLE ATTACHEMENTS TO POSTS PER
MANUFACTURERS RECOMMENDATION,
HEIGHT TO MATCH AT HEIGHT OF
ATTACHMENTS AT SHADE STRUCTURE BEAM
STAINLESS STEEL CABLES TO RUN
RETRACTABLE SHADES ALONG, TYP.
RETRACTABLE CANOPY SHADE
FABRIC, (2) 4' WIDE FABRIC SEGMENTS
ATTACHED TOGETHER, ATTACHED TO
CABLES PER MANUFACTURERS
INSTRUCTION, TYP.
EQ. TYP. 8'-4" O.C.
DOWNLIGHTS ATTACHED
TO POSTS, S.E.D.
SHADE STRUCTURE, SEE DETAIL 1/L5.1
CONCRETE PAVING, SEE PLANS
CONCRETE CURB, S.C.D.
4'-0" TYP.
3'-0" 3'-4"
PRECEDENT IMAGES
41'-8"
CABLES TO ATTACH TO FRONT BEAM
OF SHADE STRUCTURE
FACE OF BUILDING
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 0-L5.1 1/4" = 1'-0"
1 SHADE STRUCTURE
0-L5.1 1/4" = 1'-0"
2 POST & CABLE STRUCTURE
0-L5.1 1" = 1'-0"
3 PICNIC TABLE
NTS NTS NTS SEI Job No. 23204
NOTES:
1. SEE PLAN FOR LOCATION.
2. LUBEK TUSCAN BROWN DINING SET
3. MANUFACTURER: LUBEK TELEPHONE: +1-88-746-3455 WEB:
HTTPS://WWW.ARTICLE.COM/PLA/16596/LUBEK-TUSCAN-BROWN-DINING-SET R1
Drawing No.
Drawing Title
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
Architect of Record Contractor
NOT FOR CONSTRUCTION
CLIENT
Project
H
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OUTDOOR SHADE
CANOPY DETAILS
A -105
SKA Project Number: 24702
ALAMEDA COUNTY
FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
Revision Number DATE ISSUE DESCRIPTION
10/02/2024 50% DESIGN DEVELOPMENT
185
DW
(40)
GENERATOR
MAIN ENTRANCE
TRAINING
CLASSROOM-LARGE
1-102
TRAINERS/ADMIN OPEN
OFFICE AREA
1-106
TRAINING DEPUTY
CHIEF OFFICE
1-106A
LOCKER ROOM (ALL
GENDER)
1-107
JANITOR CLOSET
1-105
PUBLIC RESTROOM
1-104
TURNOUT ROOM
1-108
EXERCISE/FITNESS
ROOM
1-109
LOCKER ROOM
(FEMALE)
1-111
TELECOM/SERVER
CLOSET
1-110
ELEC. MAIN PANEL
ROOM
TRAINING CLASSROOM 1-113
- SMALL
1-101
GEN OFFICE STORAGE
1-106B
PUBLIC LOBBY
1-100
COMMONS/BREAKROOM
1-100C
TRAINING COMMONS
1-100B
CORRIDOR B
1-103B
LOCKER ROOM (MALE)
1-112
M5
A-1-301
G1
A-1-301
LARGE CLASSROOM -
STORAGE
1-102A
A-1-201
D1
A-1-202
A-1-202 D11
D1
A-1-201
L1
A1
A-1-301
MECH. ROOM
1-114
TEMP
GEN TAP
BOX
A-1-406
A4
MAIN SWITCH
BOARD
SCREEN WALL
MATERIAL TO MATCH
STANDING SEAM ROOF
CORRIDOR A
1-103A
CORRIDOR C
1-103C
COVERED UTILITY
YARD
1-115
RECEPTION AREA
1-100A
A-1-403 N13
A-1-403
A-1-401 F10
A-1-402
N13
E4
E13 A4
A13
J4
N4
J13
F4
M4
F16
1-102.2
G12
A-1-301
A16
A-1-312
A1
A-1-313 08.031
08.031
1-102A.1
12.031
22.041
06.043
A
03.031
1-102.3
1-102.1
1-102.4
27.052
1-103A.1
1-103B.1
1-104.1
1-105.1
1-107.2
1-107.1
1-106.1
1-106A.1
1-108.1
1-108.3
1-108.2
1-103C.1
1-109.1
1-109.2
1-109.4
1-109.3
1-103C.2
1-110.1
1-103B.2
1-112.1 1-112A.1 1-111.1
12.031
05.076
1-114.1
1-113.1
1-111.2
1-100.1
1-115.1
1-115.2
EXTRACTOR DRYER
11.961
WATER
HEATER
22.012
WALL
MOUNT
BIKE
RACKS
10.052
08.023
08.023 08.023 08.023
10.013
10.013
10.013
-
---
C1
B1
J I
H
L
A1
D E
A2
A-1-404
A4
A-1-411
A4
1.4 1.7
1.D
1-101.1
1-109.5
08.032
A A
A
1-107.3
LOCKER ROOM (MALE)
1-112A
10.023
1.1 1.2 1.3 1.5 1.6 1.8
1.E
1.B
1.A
32' - 0 7/16" 7' - 6 3/8" 7' - 7" 44' - 3 1/4" 6' - 9" 15' - 7 7/8" 6' - 9 1/8"
1.C
7' - 4 1/8" 23' - 0 3/4" 5' - 4 3/4" 35' - 1 1/8"
22.015
22.015
22.015
W/D
27.041
22.011 22.011
10.014
zA-1-204
M1
10.029
10.013
23.061
(S.E.D. FOR
MORE INFO)
23.062
23.034
22 31
A-1-405
A4
A-1-402
A4
A-1-401
A4
A-1-407
A4
A-1-409
A4
A9
A-1-312
A-1-408
N13
G4
N4
G13
A-1-410
A4
B2
B2
A-1-402
K13
K18
G13
G18
zA-1-205
M1
zA-1-206
M1
ZA-1-207
ZA-1-207 N12
N1
5' - 2 5/16" 11.963
08.003 KEYNOTE
1-106
APP BAY
ROOM NAME / NUMBER
AA
106-7 DOOR TAG, SEE
LEGEND
WINDOW / STOREFRONT / CURTAIN
WALL TAG, SEE A-1-841
GENERAL NOTES
1. DIMENSIONS ARE FROM FACE OF STRUCTURE OR GRID LINE UON
2. SEE ENLARGED PLANS FOR ITEMS NOT CALLED OUT HERE
3. SEE INTERIOR ELEVATIONS FOR ALL WALL MOUNTED ITEMS AND
CABINET TYPES
4. SEE A-012 FOR ROOM AREAS, INDICATION OF FIRE RATED
ASSEMBLIES, & FIRE EXTINGUISHER CABINET LOCATIONS
5. SEE A-021 FOR BUILDING SIGNAGE INFORMATION
6. SEE A-1-122 FOR DIMENSIONED FLOOR PLAN & INTERIOR WALL TYPES
7. SEE A-1-131 FOR REFLECTED CEILING PLAN
8. SEE A-1-141 FOR ROOF PLAN AND ADDITIONAL INFORMATION
9. 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.
R
Drawing No.
Drawing Title
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
Q
P
O
H
G
F
E
D
C
B
A
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
Architect of Record Contractor
NOT FOR CONSTRUCTION
CLIENT
Project
H
G
F
E
D
C
B
A
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
21 20 19 18 17
J
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21 20 19 18 17
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FLOOR PLAN -
CLASSROOM BLDG.
A-1-121
SKA Project Number: 24702
ALAMEDA COUNTY
FIRE TRAINING
CENTER
5053 GLEASON DRIVE, DUBLIN, CA
94568
1401 LAKESIDE DRIVE, 10TH
FLOOR, OAKLAND, CA 94612
ALAMEDA COUNTY
GENERAL SERVICES
AGENCY
RE: A4/ A-2-201 3/16" = 1'-0"
FLOOR PLAN - CLASSROOM BUILDING D1
KEYNOTE
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 STORAGE HEAT PUMP ELECTRIC WATER HEATER, S.P.D.
22.011 RAIN WATER LEADER ROUTE INTO WALL, S.P.D.
22.012 HOSE BIBB, S.P.D.
22.015 RAIN WATER LEADER DOWN SPOUT, S.P.D.
KEYNOTE
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