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Krista Bernasconi, Mayor
Karen Alvord, Vice Mayor
Bruce Houdesheldt, Councilmember
Tracy Mendonsa, Councilmember
Pauline Roccucci, Councilmember
Dominick Casey, City Manager
Michelle Sheidenberger, City Attorney
Carmen Avalos, City Clerk
AGENDA
City Council /Housing Authority Meeting
September 3, 2025
6:00 PM
City Council Chambers, 311 Vernon Street
I. CALL TO ORDER
II. ROLL CALL
III. PLEDGE OF ALLEGIANCE
IV. MEETING PROCEDURES
V. PRESENTATIONS
1. Roseville Coalition of Neighborhood Associations - Annual Update Summary: An informational update on the activities of the Roseville Coalition of Neighborhood Associations (RCONA) by RCONA Vice President Charles Aquino and RCONA Board Member Ed Kriz.
CONTACT: Erin Dunlay 916-774-5397 [email protected] VI. PUBLIC COMMENTS
This is the first opportunity to make a public comment on non-agenda items.
VII. CONSENT CALENDAR
2. Roseville Sports Complex Maintenance Yard - Approval of Plans and Specifications and Design Assist Construction Agreement Amendment (PARKS, RECREATION, AND LIBRARIES
DEPARTMENT - PARK DEVELOPMENT)
Summary: Staff recommends approval of the plans for the Roseville Sports Complex Maintenance Yard and a design-assist construction agreement amendment with Robert A.
Bothman, Inc. dba Robert A. Bothman Construction, Inc. in the amount of $1,783,750 for the Roseville Sports Complex West Side Maintenance Yard, that will provide a 3,300-square-foot shop, underground utilities hook-ups for the shop and portable office building, and tenant improvements to add a restroom in the shop. Staff also requests authority for staff to approve change order requests in an amount not to exceed 10% of the contracted amendment amount.
Funding was approved in the General Fund in FY2024-25 from FY2023-24 General Fund year-end surplus funds.
CONTACT: Tara Gee 916-774-5253 [email protected]
The City Council will consider the recommendation to:
a. Approve the plans for the Roseville Sports Complex West Side Maintenance Yard project; and b. Adopt Resolution No. 25-292 approving a Design-Assist Construction Agreement Amendment, by and between the City of Roseville and Robert A. Bothman, Inc. DBA Robert A. Bothman Construction, Inc., authorizing the City Manager to execute it on behalf of the City of Roseville; and
c. Authorize the City Manager or his designee the authority to approve change orders for the project, consistent with the contract terms, provided that the net cost of all change orders shall not exceed 10% of the contract amendment price.
3. Enterprise Project Management Software - Contract Purchase Agreement (INFORMATION
TECHNOLOGY DEPARTMENT - STRATEGIC PLANNING)
Summary: Staff recommends approval of a contract purchase agreement with Metafuse Incorporated dba Project Insight in an estimated amount of $340,500 to provide a citywide enterprise project management solution for an initial five-year period. Additionally, staff recommends authorization for the Chief Information Officer to approve change orders up to an additional 10% to cover unexpected changes to the project scope or schedule and authorization for three optional renewal years without further Council approval, pending Council's approval of the yearly budget. Funding is included in the Enterprise Project Management Software Project in the General Fund, enterprise funds, and internal service funds.
CONTACT: Sajanbir Kaur 916-774-5421 [email protected] The City Council will consider the recommendation to:
a. Adopt Resolution No. 25-291 approving a Contract Purchase Agreement, by and between the City of Roseville and Metafuse Incorporated DBA Project Insight and authorizing the City Manager to execute it on behalf of the City of Roseville.
4. HOUSING AUTHORITY/CITY COUNCIL – Quarterly Status Update, 2nd Qtr 2025 (ECONOMIC
DEVELOPMENT DEPARTMENT - HOUSING)
Summary: Staff recommends City Council, acting as the Roseville Housing Authority Board, receive a status report on the Housing Authority’s Housing Choice Voucher Program for the 2nd Quarter of 2025. This report is for informational purposes only and has no impact on the City's General Fund.
CONTACT: Danielle OConnell 916-774-5277 [email protected]
The City Council will consider the recommendation to:
This is an informational item and requires no City Council action.
5. Cirby Substation Switchgear Replacement Civil Construction Project – Notice of Completion (ELECTRIC DEPARTMENT - ENGINEERING)
Summary: Staff recommends approval of the Notice of Completion for the Cirby Substation Switchgear Replacement Civil Construction Project. The total amount of the contract with Interstate Construction, Inc. was $248,280 and was funded by the Electric Department's capital improvement project budget in the Electric Fund. Staff have made final inspection of this project and have found the civil improvement work complete in accordance with the improvement plans and City specifications.
CONTACT: Austin Kurth 916-774-5661 [email protected] The City Council will consider the recommendation to:
a. Accept the Cirby Substation Switchgear Replacement Civil Construction Project as complete and;
b. Adopt Resolution No. 25-284 accepting the Public Work known as the Cirby Substation Switchgear replacement civil construction project, approving the "Notice of Completetion", and authorizing the Electric Utility Director to execute said Notice on behalf of the City of Roseville.
6. Solid Waste Recycling Site Creekview Lot 26 - Grant Deed (ENVIRONMENTAL UTILITIES
DEPARTMENT - TECHNICAL SERVICES)
Summary: Staff recommends acceptance of a Grant Deed of Land offered on the Final Map of Creekview Large Lot Subdivision in order to facilitate the construction of the Creekview Solid Waste Recycling Site. The action requested has no fiscal impact to the City.
CONTACT: Rana Moore 916-774-5581 [email protected] The City Council will consider the recommendation to:
a. Authorize the City Clerk or her designee to record the Resolution of Acceptance and the Grant Deed at the Recorder’s Office of Placer County; and
b. Adopt Resolution No. 25-290 accepting a Grant Deed and authorizing the City Manager to execute the Deed and any other documents required to effectuate the Recordation and Enforcement of this Acceptance.
7. Urban Water Management Plan and Water Management Plan 2025 Updates – Professional Services Agreement (ENVIRONMENTAL UTILITIES DEPARTMENT - WATER) Summary: Staff recommends approval and award of a professional services agreement to Water Works Engineers, LLC in the amount of $194,399 for 2025 updates to the Urban Water Management Plan (UWMP) and Water Management Plan (WMP). The UWMP is required by the
California Urban Water Management Planning Act, as codified in Section 10610 et seq., of the California Water Code and the Department of Water Resources’ guidebook. The WMP is required by the Central Valley Improvement Act of 1992 and Section 210(b) of the Reclamation Reform Act of 1982, which requires certain entities that enter into a water service or repayment contract with the Bureau of Reclamation to prepare and submit to Reclamation a Water Management Plan. Funding for this project is from the Water Operations Fund.
CONTACT: Janice Gainey 916-774-5535 [email protected] The City Council will consider the recommendation to:
a. Adopt Resolution No. 25-283 approving a Professional Services Agreement, by and between the City of Roseville and Water Works Engineers, LLC, and authorizing the City Manager to execute it on behalf of the City of Roseville.
8. Church Street and Pump Station 26 Collection System Improvements Project - Professional Services Agreement Amendment (ENVIRONMENTAL UTILITIES DEPARTMENT - TECHNICAL
SERVICES)
Summary: Staff recommends approval of an amendment to Inferrera Construction Management’s professional services agreement for the Church Street (Schedule A) and Pump Station 26 (Schedule B) Collection System Improvements Project (Project). The Project has adequate funds for the amendment in the amount of $100,000 with $50,000 funded by the Wastewater Rehabilitation Fund for Schedule A and $50,000 funded by the South Placer Wastewater Authority for Schedule B.
CONTACT: William Montz 916-774-5545 [email protected] The City Council will consider the recommendation to:
a. Adopt Resolution 25-289 approving a First Amendment to Professional Services Agreement, by and between the City of Roseville and Inferrera Construction Mangement Group, Inc., and authorizing the City Manager to execute it on behalf of the City of Roseville.
9. Service and Support of Accela Software - Professional Services Agreement Amendment (DEVELOPMENT SERVICES DEPARTMENT - BUSINESS SERVICES DIVISION) Summary: Staff recommends approval of an amendment to the professional services agreement with True Point Solutions LLC, with a not-to-exceed amount of $300,000 annually for the recommended agreement amendment and future optional renewals. The funding source is the Development Services Department's Technology Replacement Fund, funded by development through building permit fees for development-driven technology improvements. Funding for FY2025-26 is included in the Department's budget. Staff also recommends authorization for the City Manager to execute future amendments to extend the agreement for up to two (2) additional one-year renewal terms on behalf of the City.
CONTACT: Stacie Marchetti 916-774-5278 [email protected]
The City Council will consider the recommendation to:
a. Adopt Resolution No. 25-285 approving a first amendment to Professional Services Agreement, by and between the City of Roseville and Truepoint Solutions LLC, and authorizing the City Manager to execute it on behalf of the City of Roseville.
10. Sierra Vista Phase 2 Backbone - Notice of Completion (DEVELOPMENT SERVICES DEPARTMENT -
ENGINEERING DIVISION)
Summary: Staff recommends approval of the Notice of Completion for the Sierra Vista Phase 2 Backbone Project as complete. The Engineering Division has made final inspection of the project and has found the roadway infrastructure work complete in accordance with the improvement plans and City specifications. This action has no fiscal impact on the City's General Fund.
Construction costs were paid by the developer.
CONTACT: Ignacio Vizcarra 916-774-5578 [email protected] The City Council will consider the recommendation to:
a. Adopt Resolution No. 25-287 of the Council of the City of Roseville accepting the Public Work known as Sierra Vista Phase 2 Backbone Project, approving the "Notice of Completion", and authorizing and directing the City Engineer to execute said Notice on behalf of the City of Roseville, therefore, and accepting a portion of the dedications offered on the recorded map of the subdivision.
11. Sierra Vista KT Phase 2, Vista Grande Blvd. & Sierra Village Dr. - Notice of Completion (DEVELOPMENT SERVICES DEPARTMENT - ENGINEERING DIVISION) Summary: Staff recommends approval of the Notice of Completion for the Sierra Vista KT Phase 2, Vista Grande Blvd. & Sierra Village Dr. as complete. The Engineering Division has made final inspection of the project and has found the roadway infrastructure work complete in accordance with the improvement plans and City specifications. This action has no fiscal impact on the City's General Fund. Construction costs were paid by the developer.
CONTACT: Ignacio Vizcarra 916-774-5578 [email protected] The City Council will consider the recommendation to:
a. Adopt Resolution No. 25-286 of the Council of the City of Roseville accepting the Public Work known as Vista Grande Blvd & Sierra Village Dr Project, approving the "Notice of Completion", and authorizing and directing the City Engineer to execute said Notice on behalf of the City of Roseville, therefore, and accepting a portion of the dedications offered on the recorded map of the subdivision.
12. Sierra Vista Santucci Boulevard - Notice of Completion (DEVELOPMENT SERVICES DEPARTMENT - ENGINEERING DIVISION)
Summary: Staff recommends approval of the Notice of Completion for the Sierra Vista Santucci Boulevard Project as complete. The Engineering Division has made final inspection of the project
and has found the roadway infrastructure work complete in accordance with the improvement plans and City specifications. This action has no fiscal impact on the City's General Fund.
Construction costs were paid by the developer.
CONTACT: Ignacio Vizcarra 916-774-5578 [email protected] The City Council will consider the recommendation to:
a. Adopt Resolution No. 25-288 of the Council of the City of Roseville accepting the Public Work known as Santucci Boulevard Project, approving the "Notice of Completion", and authorizing and directing the City Engineer to execute said Notice on behalf of the City of Roseville, therefore, and accepting a portion of the dedications offered on the recorded map of the subdivision.
13. Second Reading - Formation of Creekview Phase 5 Community Facilities District No. 1 (Public Facilities) (FINANCE DEPARTMENT)
Summary: Staff recommends approval of a Second Reading Ordinance Levying Special Taxes Within the City of Roseville Creekview Phase 5 Community Facilities District No. 1 (Public Facilities).
CONTACT: Jeannine Thrash 916-774-5473 [email protected] The City Council will consider the recommendation to:
a. Adopt Ordinance No. 6987 of the City Council of the City of Roseville Levying Special Taxes within City of Roseville Creekview Phase 5 Community Facilities District No. 1 (Public Facilities).
14. Resolution - Farida Khan
Summary: Commend Farida Khan for her 24 years of outstanding service and dedication to the City of Roseville and the Development Services Department, congratulate her for her many accomplishments, and wish her a long, healthy, and fulfilling retirement.
CONTACT: Blair Hutchison 916-774-5266 [email protected]
15. Council Discretionary Funds - Budget Adjustment (CITY MANAGER DEPARTMENT - CITY
MANAGER)
Summary: Staff recommends approval of a budget adjustment in the amount of $5,821 to carry forward unappropriated FY2024-25 Discretionary Funds for use in FY2025-26.
CONTACT: Heather Blanco 916-746-1171 [email protected] The City Council will consider the recommendation to:
a. Adopt Ordinance 6984 of the Council of the City of Roseville authorizing certain amendments to the Fiscal Year 2024-25 budget and declaring this ordinance to be immediately effective as an appropriation measure.
16. Minutes of Prior Meetings (CITY CLERK DEPARTMENT)
Summary: Staff recommends approval of the minutes of the August 20, 2025 City Council Meeting.
CONTACT: Melissa Lipp 916-774-5268 [email protected] The City Council will consider the recommendation to:
a. Approve the minutes of the August 20, 2025 City Council Meeting.
END OF CONSENT CALENDAR
VIII. PRESENTATIONS/REPORTS
17. Planning Commission Vacancy - Appointment (CITY CLERK DEPARTMENT) Summary: Staff recommends Council appoint one (1) individual to the Planning Commission to a term expiring June 30, 2026, from applications received from Michael Bradford, Einar Maisch, Lewis McGeorge, Jason Probst, and Jim Ratliff.
CONTACT: Katrina Six 916-774-5267 [email protected] The City Council will consider the recommendation to:
a. Appoint one (1) individual to the Planning Commission to a term expiring June 30, 2026 from applications received from Michael Bradford, Einar Maisch, Lewis McGeorge, Jason Probst, and Jim Ratliff.
18. Roseville Venture Lab - New Non-Capital Multi-Year Project Approval, Program Agreement, Professional Services Agreement, Sponsorship Agreements, and Budget Adjustment (ECONOMIC DEVELOPMENT DEPARTMENT)
Summary: Staff recommends approval of a new Non-Capital Multi-Year Project for the Roseville Venture Lab (RVL), a Program Agreement with the Growth Factory to administer accelerator and incubator programs, a professional services agreement with the Roseville Area Chamber of Commerce to manage the day-to-day operations of the RVL facility, and authorization to execute Sponsorship Agreements with community partners in support of the RVL initiative. Staff also recommends approval of a budget adjustment in the amount of $394,500 for the new Roseville Venture Lab Project, to cover the expense of program implementation, space management and grant funding allocations associated with operation of RVL. Funding for the proposed initiative will come from the Strategic Improvement Fund ($300,000), the Electric Fund ($20,000), the Environmental Utilities operating funds ($25,000 already budgeted, but being moved to the new project), and other partnering sponsors ($74,500), and will not impact the General Fund.
CONTACT: Wayne Wiley 916-774-5283 [email protected] The City Council will consider the recommendation to:
a. Approve a new Non-Capital Improvement Project; and
b. Adopt Resolution No. 25-293 approving an amended and restated Program Agreement, by and between the City of Roseville and Growth Factory, and authorizing the City Manager to execute it on behalf of the City of Roseville; and
c. Adopt Resolution No. 25-294 approving a Professional Services Agreement, by and between the City of Roseville and The Roseville Area Chamber of Commerce, and authorizing the City Manager to execute it on behalf of the City of Roseville; and d. Adopt Resolution No. 25-295 approving the form of the Standard Partner Sponsorship Funding Agreement; and
e. Adopt Ordinance No. 6986 authorizing certain amendments to the Fiscal Year 2025-26 Budget and declaring this ordinance to be immediately effective as an appropriation measure.
IX. PUBLIC COMMENTS
This is the second opportunity to make a public comment on non-agenda items.
X. STAFF/COUNCIL REPORTS
XI. ADJOURNMENT
City Council
Communication
Meeting Date: 9/3/2025
Item #: V.1
File #:
Item ID: 2025-446
Title: Roseville Coalition of Neighborhood Associations - Annual Update Contact: Erin Dunlay 916-774-5397 [email protected]
SUMMARY
An informational update on the activities of the Roseville Coalition of Neighborhood Associations (RCONA) by RCONA Vice President Charles Aquino and RCONA Board Member Ed Kriz.
RECOMMENDATION
BACKGROUND
FISCAL IMPACT
ENVIRONMENTAL REVIEW
CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
1. Ensure a safe and healthy community
5. Support community engagement and advocacy
Respectfully Submitted,
Erin Dunlay, Public Affairs and Communications Manager
Megan Scheid, Deputy City Manager
ATTACHMENTS:
REVIEWERS:
Megan Scheid, City Manager Department - Deputy City Manager Created/Initiated - 7/30/2025 Katrina Six, City Clerk Department Final Approval - 7/30/2025
City Council
Communication
Meeting Date: 9/3/2025
Item #: VII.2
File #: 0203-10
Item ID: 2025-489
Title: Roseville Sports Complex Maintenance Yard - Approval of Plans and Specifications and Design Assist Construction Agreement Amendment
Contact: Tara Gee 916-774-5253 [email protected]
SUMMARY
Staff recommends approval of the plans for the Roseville Sports Complex Maintenance Yard and a designassist construction agreement amendment with Robert A. Bothman, Inc. dba Robert A. Bothman Construction, Inc. in the amount of $1,783,750 for the Roseville Sports Complex West Side Maintenance Yard, that will provide a 3,300-square-foot shop, underground utilities hook-ups for the shop and portable office building, and tenant improvements to add a restroom in the shop. Staff also requests authority for staff to approve change order requests in an amount not to exceed 10% of the contracted amendment amount. Funding was approved in the General Fund in FY2024-25 from FY2023-24 General Fund yearend surplus funds.
RECOMMENDATION
Staff recommends that the City Council:
1. Approve the plans for the Roseville Sports Complex West Side Maintenance Yard project;
2. Adopt a resolution to approve a design-assist construction agreement amendment for the Roseville Sports Complex and authorize the City Manager to execute it on behalf of the City of Roseville; and
3. Authorize the City Manager or his designee the authority to approve change orders for the project, consistent with the contract terms, provided that the net cost of all change orders shall not exceed 10% of the contract amendment price.
BACKGROUND
The ¼-acre West Side Maintenance Yard will be located at 2600 Westbrook Boulevard at the Placer Valley Soccer Complex. With the growth on the west side of the City, the location was chosen to serve parks on the west side of Roseville, including the Soccer Complex and new parks in the Sierra Vista, Creekview and Amoruso Ranch specific plan areas. By locating a maintenance yard in this area, greater efficiencies will be achieved by providing access to equipment and materials closer to where the need is. This will also reduce travel time from the existing maintenance yard locations.
The scope of work under this contract amendment will include a 3,300-square-foot shop, underground utilities hook-ups for the shop and portable office building, and tenant improvements to add a restroom in the shop.
A portable office building was approved by Council at the July 16, 2025, meeting and will serve as an office for Park Operations staff assigned to this area. This building will have two offices, a restroom and a
staff break/meeting room.
FISCAL IMPACT
Funding for the $1,783,750 for this project was approved in the General Fund in FY2024-25 from FY2023- 24 General Fund year-end surplus funds.
ENVIRONMENTAL REVIEW
Development of the maintenance yard was part of the original Placer Valley Soccer Complex project and was considered and analyzed in the Subsequent Initial Study/Mitigated Negative Declaration (Subsequent IS/MND) for the Roseville Regional Sports Complex Project (SCH No. 20020820257, approved March 15, 2023. Construction of the maintenance yard is consistent with the project evaluated in the Subsequent IS/MND: no new effects would be expected to occur and all applicable mitigation measures from the Subsequent IS/MND will be implemented. As such, no additional CEQA action is required at this time.
CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
1. Ensure a safe and healthy community
3. Enhance economic vitality
4. Invest in well-planned infrastructure and growth
6. Deliver exceptional City services
Respectfully Submitted,
Tara Gee, Park Planning and Development Manager
Jill Geller, Parks Recreation and Libraries Director
ATTACHMENTS:
1. Maintenance Yard Plans
2. Resolution 25-292
3. Design-Assist Construction Agreement Amendment
4. Vicinity Map
REVIEWERS:
Tara Gee, Parks, Recreation, and Libraries Department - Park Development Created/Initiated - 7/29/2025 Tara Gee, Parks, Recreation, and Libraries Department - Park Development Approved - 7/29/2025 Jill Geller, Parks, Recreation, and Libraries - All Approved - 8/15/2025 Gretchen Hakala, City Attorney Department Approved - 8/20/2025 Katrina Six, City Clerk Department Approved - 8/20/2025 Ryan DeVore, City Manager Department - Assistant City Manager Approved - 8/20/2025 Dennis Kauffman, City Manager Department - Assistant City Manager Approved - 8/21/2025 Michelle Sheidenberger, City Attorney Department Approved - 8/22/2025 Dominick Casey, City Clerk Department Approved - 8/22/2025 Katrina Six, City Clerk Department Final Approval - 8/22/2025
54 LF
33 LF
SD3 SD2
X X X X X X X X X X X X X X X X X X X X X X
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X X X X X X X X X X X X X X X X X X X X X X X
U1
1 U3
U7
U7
U3
U5
U6
U2
U3
U3
U3
U3
U4
U3
U7
2 2
U7 U7
U8
U3
U9
U9
U10
U10
U3
U7
SD1
U10
SS1 SS2
SD6
SD8 SD7 SD4
SD5
U11
6 2
2 3
3 3
6 5
7 4
3 3
3 3
3 NOTE: SANITARY SEWER PIPE MATERIAL TO BE SDR-26 PVC
OR APPROVED EQUAL.
NOTE: STORM DRAIN PIPE MATERIAL TO BE SDR-26 PVC
OR APPROVED EQUAL.
STORM DRAIN PIPE TABLE
PIPE # SIZE LENGTH MATERIAL SLOPE
SANITARY SEWER PIPE TABLE
PIPE # SIZE LENGTH MATERIAL SLOPE
2260 Douglas Blvd, Suite 160
Rosevile, CA 95661
Ph: 916-772-7800 | www.cwecorp.com
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
C1.1
7.3.25 100% SUBMITTAL
Soccer Complex
Maintenance Yard
25-003
2600 Westbrook Boulevard
Roseville, CA 95747
8 Know what's below. Call before you dig.
or (800) 642-2444
LEGEND:
LIGHT DUTY PCC
-" PCC / -" CL2 AB
AC DRIVE AISLE (TI=__)
-" AC / -" CL2 AB
HEAVY DUTY PCC
-" PCC / -" CL2 AB
AC PARKING (TI=__)
-" AC / -" CL2 AB
D
MATCH (E) GRADE
ELEVATION
SPOT ELEVATION
(ABBREVIATION)
GRADE BREAK LINE
FINISHED FLOOR
ELEVATION
STORM DRAIN MANHOLE
DRAINAGE INLET
SURFACE FLOW /
OVERLAND RELEASE DRAINAGE FLOW
CONSTRUCTION KEYNOTES:
RELOCATE (E) PULL BOX WITH POWER AND DATA.
CONSTRUCT 3' VALLEY GUTTER PER DETAIL 1, SHEET C2.1.
SEE ELECTRICAL PLANS FOR MISC EQUIPMENT (EVAPORATIVE COOLER PAD, UTILITY BOX, TRANSFORMER PAD, ETC.)
PAINT ACCESSIBLE PARKING STRIPING PER DETAIL 3, SHEET C2.1.
POST VAN ACCESSIBLE PARKING SIGN ON (E) FENCE PER DETAIL 4, SHEET C2.1.
PAINT AISLE STRIPING PER DETAIL 5, SHEET C2.1.
INSTALL CONCRETE WHEEL STOP IN LOCATION SHOWN.
1 2
3 4
5 6
7 UTILITY KEYNOTES:
REMOVE (E) STORM DRAIN (LENGTH SHOWN ON PLAN).
REMOVE (E) SANITARY SEWER (LENGTH SHOWN ON PLAN).
INSTALL NYLOPLAST 10" DRAIN BASIN (OR APPROVED EQUAL) WITH H-20 GRATE. (P) SANITARY SEWER POC FOR MODULAR. VERIFY WITH BUILDING PLANS.
INSTALL WYE WITH CLEANOUT FOR CONTINUATION TO METAL BLDG. (P) SANITARY SEWER POC FOR METAL BLDG. VERIFY WITH BUILDING PLANS. (P) DOMESTIC WATER POC FOR METAL BLDG. VERIFY WITH BUILDING PLANS.
CONNECT ROOF DRAIN TO STORM DRAIN WITH WYE VERIFY ROOF DRAIN LOCATIONS WITH BUILDING PLANS. SEE DETAIL 2, SHEET C2.1.
INSTALL WYE WITH CLEANOUT TO GRADE.
CONNECT TO (E) SD WITH NYLOPLAST 10" DRAIN BASIN (OR APPROVED EQUAL) WITH SOLID COVER. MATCH (E) INVERT.
CONNECT ROOF DRAIN TO STORM DRAIN BASIN. VERIFY ROOF DRAIN LOCATIONS WITH BUILDING PLANS.
INSTALL 2"x2" TEE FOR (P) DOMESTIC POC TO MODULAR BLDG. VERIFY WITH BUILDING PLANS.
U1
U2
U3
U4
U5
U6
U7
U8
U9
U10
U11
GENERAL GRADING AND DRAINAGE NOTES:
1. ALL VALVES, MANHOLES, CLEANOUTS, DI'S, PULLBOXES, ETC. WITHIN LIMITS OF CONSTRUCTION TO BE ADJUSTED TO FINISH GRADE AS NEEDED.
2. GRADING, PAVING, AND EARTHWORK SHALL BE IN ACCORDANCE WITH PROJECT GEOTECHNICAL REPORT.
3. VERIFY ALL UTILITY LOCATIONS, PIPE ELEVATIONS, ETC. PRIOR TO CONSTRUCTION.
4. THE ACCESSIBLE PATH OF TRAVEL SHALL SLOPE AT 5% MAX IN THE DIRECTION OF TRAVEL AND 2% MAX CROSS-SLOPE, PER CBC 11B-403 (UNLESS RAMPS ARE PROPOSED). WHERE THE ACCESSIBLE ROUTE MAKES A 90 DEGREE TURN, THE INTERMEDIATE CORNER SHALL SLOPE NO MORE THAN 2% IN ANY DIRECTION. RAMPS SHALL NOT BE GREATER THAN 8.33%.
5. ALL ADA ACCESSIBLE PARKING SPACES SHALL HAVE SLOPES LESS THAN 2% IN ANY DIRECTION.
EXISTING PROPOSED
STORM DRAIN
SANITARY SEWER
WATER LINE
MAJOR CONTOUR
MINOR CONTOUR
FENCE
PROPERTY LINE
ABBREVIATIONS:
AC ASPHALT CONCRETE
D DRAIN
DI DROP INLET
DOM DOMESTIC WATER
E EXISTING
FF FINISH FLOOR
FL FLOWLINE
FS FINISHED SURFACE
GR GRATE ELEVATION
INV INVERT
LF LINEAR FEET
MIN MINIMUM
P PROPOSED
POC POINT OF CONNECTION
PVC POLYVINYL CHLORIDE
S SLOPE
SD STORM DRAIN
SDR STANDARD DIMENSION RATIO
SF SQUARE FEET
SS SANITARY SEWER
SSCO SANITARY SEWER CLEAN OUT
W WATER
GRADING, PAVING, AND
UTILITY PLAN
SHEET INDEX
C1.1 GRADING, PAVING, AND UTILITY PLAN
C2.1 CONSTRUCTION DETAILS
7/3/2025 Page 13 of 452
1 2260 Douglas Blvd, Suite 160
Rosevile, CA 95661
Ph: 916-772-7800 | www.cwecorp.com
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
C2.1
7.3.25 100% SUBMITTAL
Soccer Complex
Maintenance Yard
25-003
2600 Westbrook Boulevard
Roseville, CA 95747
1 NTS 3' CONCRETE VALLEY GUTTER
2 NTS ROOF DOWNSPOUT
CONSTRUCTION DETAILS
3 NTS ACCESSIBLE PARKING STALL
PARKING
NO
A
ACCESSIBLE PARKING STALL
NOT TO SCALE
4 NTS ACCESSIBILITY SIGNAGE
5 NTS AISLE STRIPING
7/3/2025 Page 14 of 452
PROJECT INFORMATION
PROJECT DESCRIPTIONAPPLICABLE CODES3,200 S.F. SHOP BUILDING AND 1,025 S.F. OFFICE BUILDING. THE SHOP BUILDING IS A PRE-ENGINEERED METAL BUILDING WITH A SINGLE-USER RESTROOM AND A STORAGE MEZZANINE ABOVE. THE OFFICE BUILDING IS A MODULAR BUILDING.SHOP BUILDING AND OFFICE BUILDING ARE LOCATED ON A PARTIALLY- CONSTRUCTED SITE, WHICH REQUIRES GRADING AND DRAINAGE IMPROVEMENTS IN PREPARATION FOR THE PROPOSED BUILDINGS.ALL WORK SHALL BE IN CONFORMANCE WITH THE LATEST ADOPTED AND EFFECTIVE EDITION OF TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR), AS APPLICABLE:
PART 1 CALIFORNIA ADMINISTRATIVE CODEPART 2 2022 CALIFORNIA BUILDING CODEPART 3 2022 CALIFORNIA ELECTRICAL CODEPART 4 2022 CALIFORNIA MECHANICAL CODEPART 5 2022 CALIFORNIA PLUMBING CODEPART 6 2022 CALIFORNIA ENERGY CODEPART 9 2022 CALIFORNIA FIRE CODEPART 11 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
VICINITY MAP
PROJECT LOCATIONADDRESS: 2600 WESTBROOK BOULEVARDAPN: 496-020-033-000ZONING: PARKS AND RECREATIONLOT AREA: 25.2 ACRES PROJECT DATATYPE OF CONSTRUCTION II-BFIRE SPRINKLERS NO NFPA 13
NS / NS
HEIGHT INCREASE
AREA INCREASE
NONO
FIRE SPRINKLER FACTORCBC TABLES 504.3, 504.4, 506.2OCCUPANCY GROUP S-1STORIESHEIGHT 18' - 6" 1 TABULAR ALLOWABLE AREA (At) At = 17,500 S.F.TABULAR ALLOWABLE AREA (NS) NS = 17,500 S.F.
Aa = At + (NS x If)
Aa = 17,500 S.F. ALLOWABLE AREA (Aa)
FRONTAGE INCREASE FACTOR (If)CBC TABLE 506.3.3
OPEN SPACE WIDTHSMALLEST WIDTH GREATER THAN 20'PERCENT. OF BLDG PERIMETERWITH OPEN SPACE GREATER THAN 20'
ALLOWABLE
55' - 0"
2 ACTUAL
AREA SEE BELOW 3,200 S.F.
SHOP BLDG.
V-B
NO NFPA 13
NS / NS
NONO
B
12' - 0"
1 At = 9,000 S.F.
NS = 9,000 S.F.
Aa = 9,000 S.F.
0' - 0'
0%
If = 0.00
ALLOWABLE
40' - 0"
2 ACTUAL
SEE BELOW 1,025 S.F.
OFFICE BLDG.
0' - 0'
0%
If = 0.00
NOT USED NOT USED
1. REFER TO STRUCTURAL DRAWINGS FOR REQUIRED STRUCTURAL SPECIAL INSPECTIONS.
SPECIAL INSPECTIONS
PROJECT CONTACTSOWNER INFORMATIONCONSULTANT INFORMATIONOWNER CITY OF ROSEVILLE PARKS, RECREATION, AND LIBRARIES DEPARTMENT311 VERNON STREETROSEVILLE, CA 95678PHONE: 916.772.PLAYEMAIL: [email protected]: HEATHER BUCKWMB ARCHITECTS5757 PACIFIC AVENUE, SUITE 226STOCKTON, CA 95207PHONE: 209.944.9110FAX: 209.944.5711EMAIL: [email protected]: TIM MATTHEISCWE2260 DOUGLASS BOULEVARD, STE #160ROSEVILLE, CA 95661PHONE: (916) 772-7800FAX: (916) 772-7804EMAIL: [email protected]: SHAWN SOMERS, PROJECT ENGINEER
ARCHITECT
CIVIL ENGINEERSTRUCTURAL ENGINEER
SACRAMENTO ENGINEERING CONSULTANTS10555 OLD PLACERVILLE ROADSACRAMENTO, CA 95827PHONE: 916.368.4468 - EXT. 125FAX: 916.368.4490EMAIL: [email protected]: JOHN DRENTHSACRAMENTO ENGINEERING CONSULTANTS10555 OLD PLACERVILLE ROADSACRAMENTO, CA 95827PHONE: 916.368.4468 - EXT. 125FAX: 916.368.4490EMAIL: [email protected]: JENNIFER POST
ELECTRICAL ENGINEERMECHANICAL ENGINEER
MERIDIAN STRUCTURAL ENGINEERS, INC.1843 IRON POINT RD, #100FOLSOM, CA 95630PHONE: 916.365.4740EMAIL: [email protected]: MIKE BAKER
DETAIL DESIGNATION
BUILDING SECTIONWALL SECTION
AA
A4.1
A
A5.1
AA
A4.1
1 FINISH DESIGNATIONREVISION TO DRAWINGSROOM NAME & NUMBERNUMBERED NOTENORTH ARROW
1 GRID LINEELEVATIONINTERIOR ELEVATIONS
+0' - 0"T.O. SLAB
00.00 ?
A
A6.1
A10.1
1 1 1
1 2
4 3
ROOM
101
A
P1
EXTERIOR
A3.1 ELEVATION _____________________________________ S
DIMENSION TOFACE OF ELEMENTDIMENSION TOCENTER OF ELEMENTDIMENSION TO FACE OF FINISH CT
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No.
2000 L StreetSuite 125Sacramento, CA 95811T 209.944.9110F 209.944.5711www.wmbarchitects.com5757 Pacific AvenueSuite 226Stockton, CA 95207 WMB Project No.
07.03.25 INITIAL SUBMITTAL
2025-07-07 5:06:38 PM
T1.1
TITLE SHEET
Soccer ComplexMaintenance Yard
25-003
2600 Westbrook BoulevardRoseville, CA 95747
Roseville Soccer ComplexMaintenance Yard Improvements
APN: 496-020-033-000
T1.1 TITLE SHEETT2.1 OCCUPANCY AND EGRESS PLANT2.2 CALGREEN CODE COMPLIANCET3.1 BUILDING ACCESSIBILITY DETAILS + SIGNAGE PLANC1.1 GRADING, PAVING, & UTILITY PLANC2.1 CONSTRUCTION DETAILS A0.1 SPECIFICATIONSA0.2 SPECIFICATIONSA0.3 SPECIFICATIONSA0.4 SPECIFICATIONSA2.1 FLOOR PLANA2.2 ENLARGED PLANSA4.1 WALL SECTIONSA6.1 DETAILSA6.2 DOOR + FINISHES SCHEDULESA9.1 REFLECTED CEILING PLAN S-001 STRUCTURAL NOTESS-002 STRUCTURAL NOTESS-101 TYPICAL DETAILSS-102 TYPICAL DETAILSS-201 FOUNDATION & RESTROOM PLANSS-301 FOUNDATION DETAILSS-401 FRAMING DETAILSP1.0 PLUMBING - LEGEND, NOTES, AND SCHEDULESP2.0 PLUMBING - FLOOR PLAN - P.E.M.B. SHOPP2.1 PLUMBING - FLOOR PLAN - MODULAR OFFICESM1.0 MECHANICAL - LEGEND, NOTES, & SCHEDULESM2.0 MECHANICAL - FLOOR PLAN - P.E.M.B. SHOPE1.0 ELECTRICAL - SCHEDULES, SYMBOLS, AND NOTESE1.1 ELECTRICAL - ONE-LINE DIAGRAM & PANEL SCHEDULESE2.0 ELECTRIACL - SITE LIGHTING & POWER PLANE3.0 ELECTRICAL - LIGHTING FLOOR PLANE3.1 ELECTRICAL - POWER FLOOR PLANE4.0 ELECTRICAL - T24 CALCULATIONS - INTERIOR LIGHTINGE4.1 ELECTRICAL - T24 CALCULATIONS - EXTERIOR LIGHTINGF1 P.E.M.B. - ANCHOR ROD SETTING PLANF2 P.E.M.B. - ANCHOR ROD DETAILSF3 P.E.M.B. - REACTIONSE1 P.E.M.B. - COVER SHEETE2 P.E.M.B. - PRIMARY STEELE3 P.E.M.B. - ROOF FRAMINGE4 P.E.M.B. - ROOF SHEETING RPA & RPCE5 P.E.M.B. - SIDEWALL FRAMING & SHEETING SWAE6 P.E.M.B. - SIDEWALL FRAMING & SHEETING SWCE7 P.E.M.B. - ENDWALL FRAMING & SHEETING EWBE8 P.E.M.B. - ENDWALL FRAMING & SHEETING EWDE9 P.E.M.B. - CROSS SECTION AT FRAME LINE 2E10 P.E.M.B. - CROSS SECTION AT FRAME LINE 3E11 P.E.M.B. - CONNECTION DETAILF-1 P.E.M.B. - FOUNDATION PLANF-2 P.E.M.B. - FOUNDATION DETAILS 2600 Westbrook BoulevardRoseville, CA 95747
ABBREVIATIONS SHEET INDEX SYMBOLS
@ AT
A.F.F. ABOVE FINISH FLOORABV. ABOVEADJ. ADJUSTABLEALT. ALTERNATEALUM. ALUMINUMAPPL. APPLICABLEAPPROX. APPROXIMATE B.O. BOTTOM OFBD. BOARDBLDG. BUILDINGBLK. BLOCKBLKG. BLOCKINGBLW. BELOWBTWN. BETWEENC.I. CAST IRONC.I.P. CAST-IN-PLACEC.J. CONTROL JOINTC.L. CENTER LINECBC CALIFORNIA BUILDING CODE
CLG. CEILINGCLR. CLEARCMU CONCRETE MASONRY
UNIT
COL. COLUMNCOMP. COMPACTEDCONC. CONCRETECONT. CONTINUOUSD.F. DOUGLAS FIR / DRINKING
FOUNTAIN
D.S. DOWNSPOUTDBL. DOUBLEDIA. DIAMETERDN. DOWNDWG. DRAWINGE.I.F.S. EXTERIOR INSULATION &
FINISH SYSTEM
E.J. EXPANSION JOINTE.W. EACH WAYEA. EACHELEV. ELEVATIONEQ. EQUALEV ELECTRIC VEHICLEEXIST. /(E)
EXISTING
EXP. EXPANSIONEXT. EXTERIORF.D. FLOOR DRAINF.E. FIRE EXTINGUISHERF.G. FIBERGLASS / FINISH GRADE
F.H. FIRE HYDRANTF.O.F. FACE OF FINISHF.O.S. FACE OF STUDF.R.P. FIBER REINFORCED
POLYMER
F.S. FIRE SPRINKLERSF.S.D. FIRE SEPARATION
DISTANCE
FIN. FINISHFLR. FLOORFT. FOOT / FEETFTG. FOOTINGG.B. GRADE BREAKG.I. GALVANIZED IRONG.L.B. GLUE LAMINATED BEAMGA. GAUGEGALV. GALVANIZEDGD. GRADEGYP. BD. GYPSUM BOARDH.M. HOLLOW METALHD. HEADHDR. HEADERHDWR. HARDWAREHORIZ. HORIZONTALHR. HOURHT. HEIGHTI.D. IDENTIFICATIONI.S.A. INTERNATIONAL SYMBOL
OF ACCESSIBILITY
INSUL. INSULATIONINT. INTERIOR
JB. JAMBJT. JOINTLAV. LAVATORYLTWT. LIGHT WEIGHTMAX. MAXIMUMMECH. MECHANICALMIN. MINIMUM / MINUTEMTD. MOUNTEDMTL. METAL(N) NEWN.I.C. NOT IN CONTRACTN.T.S. NOT TO SCALEN/A NOT APPLICABLENO. / # NUMBERO.C. ON CENTEROPP. OPPOSITE HANDov/ OVEROZ. OUNCEP.E.M.B. PRE-ENGINEERED METAL
BUILDING
P.F. PREFINISHEDP.O.C. POINT OF CONNECTIONP.T. PRESSURE TREATEDPL. PLATEPLAM. PLASTIC LAMINATEPROP. PROPERTYPSI POUNDS PER SQUARE INCH
R.W.L. RAIN WATER LEADERRDWD. REDWOODREF. REFER TOREINF. REINFORCEDREQ'D. REQUIREDRM. ROOMS.C. SOLID CORES.D. STORM DRAINS.F. SQUARE FOOTAGE /
STOREFRONT
S.M. SHEET METALS.M.S. SHEET METAL SCREWS.P. SINGLE PLYS.S. SANITARY SEWER LINE /
STANDING SEAM /STAINLESS STEEL
SCH. SCHEDULESDST SELF-DRILLING
SELF-TAPPING
SHT. SHEETSIM. SIMILARSPEC. SPECIFICATIONSQ. SQUARESTD. STANDARDSTL. STEELSUSP. SUSPENDEDT & B TOP & BOTTOMT & G TONGUE & GROOVET.J.I. TRUS JOIST I-JOISTT.O. TOP OFT.S. TUBE STEELTEMP TEMPORARYTYP. TYPICALU.O.N. UNLESS OTHERWISE NOTED
V.B. VAPOR BARRIERV.I.F. VERIFY IN FIELDV.T.R. VENT THROUGH ROOFVERT. VERTICALW.C. WATER CLOSETW.H. WATER HEATERW.I. WROUGHT IRONW.W.F. WOVEN WIRE FABRICw/ WITHw/o WITHOUTWD. WOOD
SCOPE BY OTHERS
9 4
9 4
93 92
96 9
6 96
69 6
9 95
95 95
95 NO PARKING
SHEET 1
1 04
3 01
79 89
99 01
1 102
95. 75 S GI N RIGH T UT RN 95. 95 SS M H
1 00
01 0
P.E.M.B. SHOP
80'x40' / 3,200 SF
MODULAR OFFICES
44'x23.33' / 1,027 SF
OCCUPANCY TYPE
PLUMBING FIXTURE COUNT
CPC TABLE 422.1
S-1
AREA 3,200 S.F.LOAD FACTOR 1 OCCUPANT
/ — S.F.
OCCUPANT LOAD
— OCCUPANTS
WATER CLOSETSURINALS
1 1
1 LAVATORIESDRINKING FOUNTAINS
0 2
SERVICE SINK
11 1 PROJECT HAS A TOTAL OCCUPANT LOAD OF 10 OR LESS. PROJECT PROVIDES FOR BOTH SEXES ONE TOILET FACILITY, DESIGNED FOR USE BY ONE PERSON AT A TIME PER CPC §422.2(2).2 DRINKING FOUNTAINS NOT REQUIRED FOR OCCUPANT LOADS OF 30 OR LESS, PER PER CPC §415.2
PROV'DREQ'D
0 1
PROV'D 0REQ'D
1 1
PROV'D 1REQ'DPROV'DREQ'DPROV'DREQ'D
CPC TABLE 4-1
SHOP
1 1
1 0
2 1 + BOTTLE
FILLER
10 0
1 0
1 1
1 OFFICE
B1,025 S.F.1 OCCUPANT / — S.F.— OCCUPANTS
0 ILLUMINATED EXIT SIGN - REF. ELECTRICAL DWGS.
100 NUMBER OF OCCUPANTS
SF/OCC OCC
LOBBY
800 SF
200 4
1 EXIT
PORTABLE FIRE EXTINGUISHER
DOOR EGRESS CALCULATION
NOMINAL
DOOR WIDTH
NET
OPENING FACTOR MAX. NO. OF OCCUPANTS
36"42"48"
39"45"33"
0.20" / OCC.0.20" / OCC.0.20" / OCC.
195225165
72" 68" 0.20" / OCC. 340
ROOM NAMEROOM AREAOCCUPANT LOADEXITS REQUIREDOCCUPANCY LOAD FACTORACCESSIBLE PEDESTRIAN ROUTE:
MIN. WIDTH = 48"MAX. SURFACE SLOPES:
CROSS SLOPE = 1:48 MAX.SLOPE IN DIRECTION OF TRAVEL = 1:20 MAX.RUNNING SLOPE ON RAMPS AND CURB RAMPS = 1:12 MAX.
NO VERTICAL OFFSETS IN EXCESS OF 1/4"
TOTAL 14B 7S-1 7BUILDING OCCUPANTS
OCCUAPNCY GROUP OCCUPANTS
OFFICE BLDG.SHOP BLDG.
40' - 0" 35' - 0" 23' - 4" ± 5' - 0"
11' - 0" 24' - 0"
TYPE II-B
OCC. GROUP S1
TYPE V-B
OCC GROUP B
10' - 4"
F.S.D.
(10' - 0" MIN.) (10' - 0"
MIN.)
IMAGINARY PROPERTY LINE
15% MAX. OPENING PERCENTAGE25% MAX. OPENING PERCENTAGE15% MAX. OPENING PERCENTAGE
SF/OCC OCC
1 EXIT
7 1025 SF
150
SF/OCC OCC
1 EXIT
7 3200 SF
500
7 7
(10' - 0"
MIN.)
1. REFER TO CIVIL DWGS. FOR SITE SIGNAGE DETAILS
CT
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DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L StreetSuite 125Sacramento, CA 95811T 209.944.9110F 209.944.5711www.wmbarchitects.com5757 Pacific AvenueSuite 226Stockton, CA 95207 WMB Project No.
07.03.25 INITIAL SUBMITTAL
2025-07-07 5:06:48 PM
T2.1
OCCUPANCY AND EGRESSPLAN
Soccer ComplexMaintenance Yard
25-003
2600 Westbrook BoulevardRoseville, CA 95747
LEGEND
1/16" = 1'-0"
CODE COMPLIANCE PLAN
GENERAL NOTES
CALGREEN 2022 COMPLIANCE SCHEDULE
SECTION REQUIREMENT PROJECT-SPECIFIC INFORMATION RESPONSIBILITY DOCUMENTATION
VERIFICATION
5.1 5.106.1 [add reference to local ordinance; or
add reference to spec section of BMPs]
Jurisdiction BMP
5.106.4.1.1
5.106.4.1.25.106.4.1.35.106.4.1.45.106.85.106.10 Jurisdiction / Civil Engineer
Refer to grading plan.
5.3 5.303.1.1
Contractor /
Installer
5.303.3.1
Contractor /
Installer
5.303.65.304.1
5.4 5.407.2.1 Moisture control, sprinklers – Design and maintain landscape irrigation systems to prevent spray on structures.
5.407.2.2.1 Refer to pre-engineered metal
building plans.
Jurisdiction
5.408.1 Specification Section 017419 Contractor
Construction Waste
Management Plan +
waste/recycling weight
tickets and receipts
5.408.1.1 Specification Section 017419 Contractor5.408.3 Specification Section 017419 Contractor5.410.1 Jurisdiction5.410.2
SECTION REQUIREMENT PROJECT-SPECIFIC INFORMATION RESPONSIBILITY
5.5 5.503.1 Fireplaces – Install only direct-vent sealed-combustion gas or sealed wood-burning fireplaces, or a sealed wood stove or pellet stove. Wood stoves and pellet stoves shall comply with U.S. EPA NSPS emission limits.Covering of duct openings and protection of mechanical equipment during construction – All duct and air distribution component openings shall be covered with tape, plastic, and/or sheet metal during storage and rough installation until final startup in order to reduce the amount of water, dust, and debris which may enter in the system.
Contractor /
Installer
Adhesives, sealants and caulks shall comply with V.O.C. limits listed in Tables 5.504.4.1 + 5.504.2 Refer to Interior Finish Schedule andSpecification Section 079200 Paints and coatings shall comply with V.O.C. limits listed in Table 5.504.4.3 Refer to Interior Finish Schedule andSpecification Section 099100 Carpet systems (including carpet cushion) shall meet the requirements of the California Department of Public Health, “Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,” Version 1.2, January 2017.
Refer to Interior Finish Schedule andSpecification Sections 062000 + 064100 Composite wood products – Hardwood plywood, particleboard, and medium density fiberboard shall comply with formaldehyde emission limits specified in Table 5.504.4.5.
5.504.35.504.4.15.504.4.35.504.4.45.504.4.5
Contractor /
Installer
Contractor /
Installer
Contractor /
Installer
Product data for
installed materials
Product data for
installed materials
Product data and/or
certifications; chain of
custody certifications
5.504.4.6
Air filters – Install air filtration media with a minimum MERV rating of 13 for outside and return air.
5.504.5.3 Contractor /
Installer
Product data and
location of installed
filters
Environmental Tobacco Smoke control – At designated outdoor smoking areas, post signage prohibiting smoking within 25' of building entries, outdoor air intakes, and operable windows; or comply with local or applicable ordinance.
5.504.7
Indoor moisture control – Buildings shall meet or exceed provisions of California Building Code §1202 and Chapter 14.
5.505.1 Jurisdiction5.507.4.1
Interior sound transmission – Wall and floor-ceiling assemblies separating tenant spaces from other tenant spaces or public spaces shall have an STC of at least 40.
5.507.4.35.508.2
Refer to outdoor illumination information on electrical site plan and/or photometric plan.
Jurisdiction Product data for
installed light fixtures
demonstrating
compliance with
listed standards and
design specifications
5.504.1 Limit use of permanent HVAC system during construction to condition the building within the required temperature range for material and equipment installation. If the HVAC system is used during construction, use return air filters with a Minimum Efficiency Reporting Value (MERV) of 8, or an average efficiency of 30%; and replace all filters prior to occupancy.
Refer to notes on mechanical plans. Contractor /
Installer
Refer to notes on mechanical plans.Refer to notes on mechanical plans.
5.507.4.1.1 Noise exposure where noise contours not readily available – Buildings exposed to a noise level of 65 dB Leq-1- hr during any hour of operation shall have exterior wall and roof-ceiling assemblies exposed to the noise source meeting a STC 45 rating minimum (OITC 35), with exterior windows of a STC 40 rating minimum (OITC 30).
5.106.5.35.303.3.2
Showerheads shall have a maximum flow rate of 1.8 gal/min at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA Watersense Specification for Showerheads.
5.303.3.3.15.303.3.3.2 Multiple showerheads serving one shower shall have a combined maximum flow rate of 1.8 gal/min at 80 psi. Or, the shower shall be designed to allow only one showerhead to be in operation at a time. 5.407.1 Jurisdiction Outside air delivery for mechanically or naturally ventilated spaces in buildings – Meet the minimum requirements of CEC §120.1 (Requirements For Ventilation), or applicable local code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8.
5.506.1 Jurisdiction
CO2 monitoring – For buildings or additions equipped with demand control ventilation, CO2 sensors and ventilation controls shall be specified and installed per CEC §120.1(c)(4).
5.506.2 Jurisdiction5.507.4 Acoustical control – For buildings within the 65 CNEL noise contour of an airport, freeway, expressway, railroad, industrial source, or fixed guideway; employ STC- or OITCrated building assemblies and components, using either the prescriptive or performance method below.Performance method – Wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does not exceed an hourly equivalent noise level of 50dBA in occupied areas during any hour of operation.
5.507.4.2
Site features – Exterior features such as sound walls or earth berms may be utilized as appropriate to the building, addition or alteration project to mitigate sound migration to the interior.
5.507.4.2.1
Documentation of compliance – An acoustical analysis documenting complying interior sound levels shall be prepared by personnel approved by the architect or engineer or record.
5.507.4.2.2
Ozone depletion and greenhouse gas reductions
– Installations of HVAC, refrigeration, and fire suppression shall not contain CFCs or Halons.
5.508.1 Contractor /
Installer
Product data for
refrigerants and/or fire
suppression materials
Refer to pre-engineered metal building plans.
Refer to notes on mechanical plans.Refer to notes on mechanical plans.
Refer to applicable specifications and notes on mechanical plans.
5.410.4 Final Testing
Report
PLANNING + DESIGNWATER EFFICIENCY + CONSERVATIONMATERIAL CONSERVATION + RESOURCE EFFICIENCY
ENVIRONMENTAL QUALITY
Stormwater pollution prevention during construction – For projects disturbing less than one acre of land, comply with local ordinances for stormwater management and/or erosion control; and/or implement BMPs for erosion/sediment control.Short-term bicycle parking – For projects generating visitor traffic, provide permanently-anchored, readily-visible bicycle racks within 200' of the visitors' entrance, equal to 5% of new visitor vehicle spaces (min one two-bike rack).
Long-term bicycle parking
– • For new buildings providing tenant spaces for 10 or more tenant-occupants, • For additions or alterations adding 10 or more tenant-occupant vehicular parking spaces, or• For new shell buildings to have future tenant-occupants in any amount,Provide secure bicycle parking equal to 5% of the added (or anticipated future) tenant-occupant vehicular parking spaces (min. 1 bicycle parking facility).Electric vehicle (EV) charging at new projects – At new projects providing ten or more vehicle parking spaces, provide EV capable spaces and supply equipment (quantity per Table 5.106.5.3.1). Identify by signage or pavement markings per CalTrans Traffic Operations Policy Directive 13-01.
N/A - Project provides nine or less vehicular parking spaces.
Light pollution reduction – Design and install outdoor lighting systems to comply with the following:• Min. requirements for Lighting Zones 0-4 per CEC• Backlight ratings per IES TM-15-11• Uplight and Glare ratings per CEC• Allowable BUG (backlight/uplight/glare) ratings per Table 5.106.8OR comply with local ordinance, whichever is more stringent.Grading and paving – Indicate how site grading or a drainage system will manage all surface water flows to keep water from entering buildings.
Water meters – In new bldgs or additions in excess of 50,000 s.f., provide separate water submeters for:
1. Each tenant space projected to consume more than 100 gal/day (for example, laundromats, restaurants, medical/dental offices, laboratories, or beauty salon)
2. Where submeters for individuals tenants are not feasible, add submeters to the following systems:
a. Makeup water for cooling towers (where flow through > 500 gpm) b. Makeup water for evaporative coolers (where flow through > 6 gpm) c. Steam and hot-water boilers (where energy input > 500,000 Btu/h)
5.303.1.2 Provide a separate water submeter or metering device for any tenant within a new bldg or addition that is projected to consume more than 1,000 gal/day Water closet effective flush volume shall not exceed 1.28 gallons per flush. Refer to plumbing plans.
Refer to plumbing plans.
Urinal flush volume shall not exceed 0.125 gal/flush at wall-mounted urinals or 0.5 gal/flush at floor- N/A - Project provides no urinals. mounted or other urinals
N/A - Project provides no showers.N/A - Project provides no showers.
Standards – Plumbing fixtures and fittings shall be installed in accordance with the CPC, and shall meet applicable standards in Table 1701.1 of the CPC and in Ch. 6 of CGBC.
Outdoor potable water use in landscape areas shall comply with either a local water efficient N/A - Project provides no irrigation.landscape ordinance, or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringentWeather protection – Provide a weather-resistant exterior wall and foundation envelope as required by CBC §1402.2, manufacturer's installation instructions, or local ordinance, whichever is more stringent. Install flashings integrated with a drainage plane. Moisture control, entries and openings – At exterior entries and/or openings which are subject to foot traffic or wind-driven rain, prevent water intrusion by: • using nonabsorbent floor and wall finishes within at least 2 ft. around and perpendicular to the opening • providing 4 feet of shelter through an awning, overhang, or recess 5.407.2.2.2 Refer to details for pre-engineered metal building.
Construction waste management – Recycle and/or reuse 65% min of nonhazardous construction/demolition waste (per §5.408.1.1, §5.408.1.2, or §5.408.1.3); or comply with local construction/demolition waste management ordinance, whichever is more stringent.
Refer to Site Plan. Waste hauler permits mixed recycling; no sorting area needed.N/A - Project provides no irrigation.
Construction waste management plan – Where the local jurisdiction does not have a construction and demolition waste management ordinance that is more stringent, submit a construction waste management plan that complies with §5.408.1.1Excavated soil and land clearing debris (trees, stumps, rocks, vegetation) shall be 100% reused or recycled.Recycling by occupants – Provide areas for the depositing, storage, and collection of non-hazardous materials for recycling—including paper, corrugated cardboard, glass, plastics, organic waste, and metals; or meet a local recycling ordinance, if more restrictive.
Commissioning for new buildings 10,000 s.f. and greater:1. Owner's Project Requirements (OPR)2. Basis of Design (BOD)3. Commissioning Plan4. Functional Performance Testing5. Documentation and training6. Commissioning Report N/A - Project provides no fireplaces.
Jurisdiction
N/A - No designated outdoor smoking area provided.N/A - Building occupants not likely to be affected by exterior noise. Overhead coiling doors will be open during hours of use.N/A - Building not divided into tenant spaces.
Supermarket refrigerant leak reduction – New commercial refrigeration systems shall comply with the provisions of this section when installed in retail food stores that both:• have 8,000 s.f. or more of conditioned area• utilize either refrigerated display cases, walk-in coolers, or walk-in freezers connected to remote compressor units or condensing units Prescriptive method – Envelope wall and roof-ceiling assemblies shall be minimum STC 50 (or OITC 40). Exterior windows shall be minimum STC 40 (or OITC 30).
Testing and adjusting of systems for new buildings less than 10,000 s.f. or new systems for an initial tenant improvement:1. Develop a written plan of procedures for testing and adjusting HVAC systems and controls, indoor and outdoor lighting and controls, water heating systems, renewable energy systems, landscape irrigation systems, and water reuse systems, if any. 2. Perform testing, adjusting and balancing procedures in accordance with project specifications
3. Provide final report of testing signed by the individual responsible for performing the tests4. Provide building owner with operation and maintenance manual.
N/A - Building is smaller than 10,000 s.f.
N/A - Project provides no commercial refrigerated display cases, walk-in coolers, or walk-in freezersRefer to notes on mechanical plans.
NONRESIDENTIAL MANDATORY MEASURES
prescriptive method performance method
Refer to pre-engineered metal building plans.N/A - Project provides no carpeting.N/A - Project provides no resilient flooring.
N/A - Building occupied by a single owner, not individual tenants.
Contractor /
Installer
5.504.4.75.504.4.8
Contractor /
Installer
Product data for
installed materials
Thermal Insulation – Comply with the requirements of the California Department of Public Health, “Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,” Version 1.2, January 2017.
Acoustical ceiling and wall panels – Comply with the
requirements of the California Department of Public Health, “Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,” Version 1.2, January 2017.
Refer to Interior Finish Schedule and Specification Section 072100.
5.106.5.5 Electric vehicle (EV) charging (medium- and heavy-duty) – For new warehouses, grocery stores, office buildings, manufacturing facilities, or retail stores; provide spare raceway(s)/busway(s) and capacity for planned off-street loading spaces (quantity and capacity per Table 5.106.5.5.1).
N/A - Project provides no acoustical ceiling or wall panels.
N/A - Project not warehouse, grocery, office, manufacturing, or retail.
Resilient flooring – For 80% of the floor area receiving resilient flooring, install products complying with the California Department of Public Health, “Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,” Version 1.2, January 2017. (No additional
documentation req'd)
(No additional
documentation req'd)
(No additional
documentation req'd)
(No additional
documentation required)
(No additional
documentation
required)
(No additional
documentation req'd)
(No additional
documentation
required)
(No additional
documentation
required)
(No additional
documentation
required)
(No additional
documentation
required)
(No additional
documentation
required)
(No additional
documentation
required)
5.105.1 Deconstruction and reuse of existing structures – Alteration(s) to existing building(s) with a N/A - Project is not an alteration or addition. combined altered floor area of 100,000 s.f. or greater; or addition(s) to existing building(s) where the total floor area combined with the existing building(s) is 100,000 s.f. or greater; shall comply with either §5.105.2, §5.409.2, or §5.409.3
5.105.25.409.2
Reuse of existing building – An alteration/addition to an (e) bldg shall maintain min 45% combined of the (e) bldg’s primary structural elements (foundations; columns, beams, walls, and floors; and lateral elements) and (e) bldg enclosure (roof framing, wall framing and exterior finishes).(Window assemblies, insulation, portions of buildings deemed structurally unsound or hazardous, and hazardous materials that are remediated as part of the project shall not be included in the calculation.) Whole-building lifecycle assessment
– (See §5.409.2 below.)
5.409.1 Life cycle assessment for new buidlings – Projects consisting of newly constructed building(s) with a combined floor area of 100,000 s.f. or greater shall comply with either §5.409.2 or §5.409.3.
Product GWP compliance
– (See §5.409.3 below.)
N/A - Project is entirely new construction but has total floor area less than 100,000 s.f.
5.409.35.409.2 Projects shall conduct a cradle-to-grave whole-building lifecycle assessment performed in accordance with ISO 14040 and ISO 14044, excluding operating energy, and demonstrating a min 10% reduction in global warming potential (GWP) as compared to a reference baseline building of similar size, function, complexity, type of construction, material specification, and location that meets the requirements of the current California Energy Code. Software datasets and calculation methods shall comply with 5.409.2.
Product global warming potential (GWP) compliance (prescriptive path) – Each permanentlyinstalled product listed in Table 5.409.3 shall have a Type III environmental product declaration (EPD), product- or factory-specific.
5.409.3
VERIFICATION
DOCUMENTATION
5.106.5.4 Electric vehicle (EV) charging at additions or alterations – When:
1. An addition/ateration to a building increases power supply to an electric service panel,2. An addition/alteration to a parking facility increases power supply to an electric service panel, or
3. A new photovoltaic system is installed covering existing parking spaces,Construction shall provide EV capable spaces and supply equipment per §5.106.5.3 in quantity per Table 5.106.5.3.1, considering the total number of spaces added or altered. If required EV capable spaces and supply equipment exceeds existing quantities, provide EV charging equal to the difference.
N/A - Project is new construction, see §5.106.5.3 above.N/A - Project not anticipated to generate visitor traffic.
N/A - Project is a new building occupied by a single owner and provides no tenant spaces.
N/A - Building occupied by a single owner, not individual tenants.
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2000 L StreetSuite 125Sacramento, CA 95811T 209.944.9110F 209.944.5711www.wmbarchitects.com5757 Pacific AvenueSuite 226Stockton, CA 95207 WMB Project No.
07.03.25 INITIAL SUBMITTAL
2025-07-07 5:06:49 PM
T2.2
CALGREEN CODECOMPLIANCE
Soccer ComplexMaintenance Yard
25-003
2600 Westbrook BoulevardRoseville, CA 95747
7"-9" TOILET TISSUE DISPENSER
33" - 36"
17" - 19"
TOP OF SEAT
17"-18"
33" - 36"
24" MIN. 12" MIN.
TRANSFERSIDE
12" MIN. 42" MIN.
MIN.
1½" CLR.
54" MIN.
19" MIN.
24" MIN. 1½" MIN.
NOTES:1. CONTROLS SHALL NOT REQUIRE TIGHT GRASPING, TWISTING, PINCHING, OR MORE THAN 5 LBS. OF FORCE TO OPERATE.
2. THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET, ASSOCIATED GRAB BARS, DISPENSERS, SANITARY NAPKIN DISPOSAL UNITS, COAT HOOKS, SHELVES, ACCESSIBLE ROUTES, CLEAR FLOOR SPACE & CLEARANCES REQUIRED AT OTHER FIXTURES, AND THE TURNING SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE LOCATED WITHIN THE REQUIRED WATER CLOSET CLEARANCE. 36" MIN.
HAND-ACTIVATED CONTROL ON TRANSFER SIDE
60" MIN. CLR.
56" MIN. CLR.
17"-18"
DOOR PERMITTED TO SWING OVER HATCHED AREA
SANITARY NAPKIN DISPOSAL UNIT
19" MIN.
TO OPENING
48" MIN. CLR.
MANEUVERING CLEARANCE
12" CLR.
ABV. MIN.
40" MAX.
NOTE: CONTROLS SHALL NOT REQUIRE TIGHT GRASPING, TWISTING, PINCHING, OR MORE THAN 5 LBS. OF FORCE TO OPERATE 8" MIN.
6" MAX. 11" MIN.
17"-19"
27" MIN.
9" MIN.
34" MAX.
LAVATORYCOMBINED REQUIRED KNEE AND TOE CLEARANCEINSULATE WATER SUPPLY & DRAIN PIPING 29" MIN.
18" MIN.
30"x48"CLEAR SPACE
17"-19"
MIRROR ABOVE LAV. OR COUNTER
SWITCHES & OUTLETS
F.E. CABINET DISPENSERS
TO BOTTOM EDGE OF REFLECTING SURFACE
40" MAX.
48" MAX.
48" MAX.
(46" MAX. OVER CASEWORK)
15" MIN.
40" MAX.
TO OPERABLE PART
FIRE ALARMS
42" - 48"
TO TOP OF OUTLET BOXTO BOTTOM OF OUTLET BOX
HAND-ACTIVATED DOOR OPENING HARDWARE, HANDLES, PULLS, LATCHES, AND LOCKS
ELEVATION VIEW
PLAN VIEW
PUSH SIDE
PULL SIDE
*
34" MIN.
44" MAX.
PROVIDE THIS ADDITIONAL SPACE (SHADED AREA)IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER 12" MIN.
THE FORCE REQUIRED TO ACTIVATE OPERABLE DOOR HARDWARE SHALL BE 5 POUNDS MAX. 60" MIN. 48" MIN.
24" MIN. CLR. AT EXT. DOORS18" MIN. CLR. AT INT. DOORS
30"x48"CLEAR SPACE
WHEELCHAIR- ACCESSIBLE DRINKING FOUNTAINSTANDING PERSON'S DRINKING FOUNTAIN NOTES:1. EQUIPMENT MAY BE LOCATED IN SHADED AREA2. ACTIVATOR MAY BE LOCATED ON FRONT OF FOUNTAIN3. BUBBLER FOR STANDING PERSON'S D.F. SHALL BE 38" MIN. AND 43" MAX. ABOVE FLOOR 16" MIN.
18" MIN.
ALCOVE DEPTH
OPTIONAL BOTTLE FILLING STATION:IF ONLY ONE BOTTLE FILLING STATION IS PROVIDED, IT MUST BE LOCATED AT THE WHEELCHAIR- ACCESSIBLE DRINKING FOUNTAIN 17" MIN. 11" MIN.
8" MIN.
36" MAX. FOR
WHEELCHAIR-ACCESSIBLE D.F.
27" MIN.
9" MIN.
BUBBLER
18"-19"
6" MAX.
15" MIN. 5" MAX.
ACTIVATOR
48" MAX. TO OPERABLE PARTS
FOR BOTTLE FILLING STATION
1/4"
MAX. MAX.
1/4"
MAX.
1/4"
MAX.
1/2"
VERTICAL CHANGE IN LEVEL @
FLOOR/GROUND SURFACES
1 2
MAX. SLOPE
BEVELED CHANGE IN LEVEL @
FLOOR/GROUND SURFACES
1/2" MAX.
*
LONG DIMENSION PERPENDICULAR TO DOMINANT DIMENSION OF TRAVELDOMINANT DIRECTION OF TRAVEL *
80" MIN.4" MAX. PROTRUSION
LEADING EDGE GREATER THAN 27" A.F.F.
PROTRUSIONS ABOVE MAY NOT ENCROACH INTO CIRCULATION BEYOND 80" A.F.F.
Ø 60" CLR.
60"
36" 24"
12" 36" 12"
CIRCULAR SPACE T-SHAPED SPACE
60"
SIGNAGE LOCATION SYMBOL
1 SIGNAGE TYPE - REFER TO SCHEDULE
Gu
IDu
ALIGN VERTICAL CENTERLINE
OF SYMBOL WITH CENTERLINE OF DOOR
58"–60" A.F.F.
UNISEX
CONTRASTING COLORS
NOTES:1. COLOR TO CONTRAST WITH DOOR COLOR2. NO PICTOGRAM REQUIRED3. NO BRAILLE OR TEXT ON THIS SIGN4. EDGES OF GEOMETRIC SYMBOLS SHALL BE EASED OR ROUNDED AT 1/16" MIN. OR CHAMFERED AT 1/8" MAX. 12" DIAMETER
1/8" TO 1/4" RADIUS AT VERTICES - TYP.
CONTRACTED GRADE 2 BRAILLE CENTERED BELOW TEXT - TYP.
+60" A.F.F. MAX. TO BASELINE OF HIGHEST CHARACTER+48" A.F.F. MIN. TO BASELINE OF LOWEST LINE OF BRAILLE NOTES:1. CHARACTERS, SYMBOLS, AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND(LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND)
2. REFER TO TACTILE SIGN LOCATION DETAIL FOR SIGN LOCATION RELATIVE TO DOORS3. BRAILLE SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 11B OF THE C.B.C.,
LATEST EDITION
4. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION
RESTROOM
6" HIGH PICTOGRAM - RAISED 1/32", CONTRASTING BACKGROUND - TYP.
PICTOGRAM FIELD
6" MIN. - TYP. 3/8" MIN.
1/2" MAX.
3/4"
3/8" MIN.
I.S.A. - TYP.1/4" RADIUS - TYP.TACTILE UPPERCASE SANS-SERIF LETTERS, CHARACTERS RAISED 1/32"
TACTILE SIGN - INSTALL ON LATCH SIDE OF DOORDOOR SIDELITE (IF OCCURS) - PROVIDE BLANK PLATE BEHIND SIGN ON OPPOSITE SIDE *
SINGLE DOOR PLAN
SINGLE DOOR ELEVATION
18" x 18" CLR. FLOOR SPACE, CENTERED ON TACTILE CHARACTERS,BEYOND ARC OF DOORTACTILE SIGN - INSTALL ON RIGHT SIDE OF DOUBLE DOORSDOOR SIDELITE (IF OCCURS) - PROVIDE BLANK PLATE BEHIND SIGN ON OPPOSITE SIDE *
DOUBLE DOOR ELEVATION
9" MIN. FROM OUTSIDE EDGE OF DOOR JAMB9" MIN. FROM OUTSIDE EDGE OF DOOR JAMBDOOR LEVER / LATCHDOOR LEVER / LATCH 1/8" = 1'-0"
POSTED SIGNAGE PLAN
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PUBLISH HISTORY:
No.
2000 L StreetSuite 125Sacramento, CA 95811T 209.944.9110F 209.944.5711www.wmbarchitects.com5757 Pacific AvenueSuite 226Stockton, CA 95207 WMB Project No.
07.03.25 INITIAL SUBMITTAL
2025-07-07 5:06:51 PM
T3.1
BUILDING ACCESSIBILITYDETAILS + SIGNAGE PLAN
Soccer ComplexMaintenance Yard
25-003
2600 Westbrook BoulevardRoseville, CA 95747
1/4" = 1'-0"
TYP. TACTILE SIGN LOCATION AT DOOR
3" = 1'-0" IDu RESTROOM IDENTIFICATION WALL SIGNAGE
Gu 1 1/2" = 1'-0" RESTROOM GEOMETRIC DOOR SYMBOLS
A 1/2" = 1'-0" ACCESSIBLE WATER CLOSETB 1/2" = 1'-0" ACCESSIBLE LAVATORY D 1/2" = 1'-0" MOUNTING HEIGHTS
E 1/4" = 1'-0" ACCESSIBLE DOOR
C 1/2" = 1'-0" DRINKING FOUNTAIN ALCOVE
G 6" = 1'-0" VERTICAL OFFSETS
1 1/2" = 1'-0" J OPENINGS IN GROUND SURFACES
F 1/4" = 1'-0" PROTRUSION LIMITS
H 3/8" = 1'-0" TURNING SPACE
NOTE: DETAIL REFERENCES REFER TO DETAILS THIS SHEET U.O.N. NO. SIGN TYPE TEXT DETAIL Gu GEOMETRIC DOOR SYMBOL - UNISEX - Gu IDu RESTROOM ID w/ ISA - UNISEX RESTROOM IDuPOSTED SIGNAGE SCHEDULE LEGEND
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No.
2000 L StreetSuite 125Sacramento, CA 95811T 209.944.9110F 209.944.5711www.wmbarchitects.com5757 Pacific AvenueSuite 226Stockton, CA 95207 WMB Project No.
07.03.25 INITIAL SUBMITTAL
2025-07-07 5:06:52 PM
A0.1
SPECIFICATIONS
Soccer ComplexMaintenance Yard
25-003
2600 Westbrook BoulevardRoseville, CA 95747
CT
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Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L StreetSuite 125Sacramento, CA 95811T 209.944.9110F 209.944.5711www.wmbarchitects.com5757 Pacific AvenueSuite 226Stockton, CA 95207 WMB Project No.
07.03.25 INITIAL SUBMITTAL
2025-07-07 5:06:53 PM
A0.2
SPECIFICATIONS
Soccer ComplexMaintenance Yard
25-003
2600 Westbrook BoulevardRoseville, CA 95747
CT
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Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L StreetSuite 125Sacramento, CA 95811T 209.944.9110F 209.944.5711www.wmbarchitects.com5757 Pacific AvenueSuite 226Stockton, CA 95207 WMB Project No.
07.03.25 INITIAL SUBMITTAL
2025-07-07 5:06:54 PM
A0.3
SPECIFICATIONS
Soccer ComplexMaintenance Yard
25-003
2600 Westbrook BoulevardRoseville, CA 95747
CT
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Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L StreetSuite 125Sacramento, CA 95811T 209.944.9110F 209.944.5711www.wmbarchitects.com5757 Pacific AvenueSuite 226Stockton, CA 95207 WMB Project No.
07.03.25 INITIAL SUBMITTAL
2025-07-07 5:06:54 PM
A0.4
SPECIFICATIONS
Soccer ComplexMaintenance Yard
25-003
2600 Westbrook BoulevardRoseville, CA 95747
1. REFER TO SHEET FOR POSTED SIGNAGE
2. GRID LINES ARE PER P.E.M.B. DRAWINGS AND SHOWN FOR COORDINATION
PURPOSES ONLY
T3.1
[1] INTERIOR SHEAR PLY NOT INDICATED - COORDINATE LOCATIONS w/ STRUCTURAL DRAWINGS[2] PROVIDE MOISTURE-RESISTANT GYP. BD. AT ALL WET LOCATIONS AND/OR TO RECEIVE WALL TILE - REF. WALL SCHEDULE A6.2
WALL TYPE - REF. SCHEDULE THIS SHEET
101.1 DOOR NUMBER - REF. A6.2 FOR SCHEDULE
1 P.E.M.B. WALL BY OTHERS
ARCHITECTURAL WALL
ALIGN ADJACENT FINISH SURFACESDOOR PUSH / PULL CLEARANCES - REF. E / T3.1DIMENSION TO FACE OF STRUCTUREDIMENSION TO CENTER OF STRUCTUREDIMENSION TO FACE OF FINISH D
A
40' - 0" - REFER TO P.E.M.B. DWGS.
80' - 0" - PER P.E.M.B.
10' - 0" - PER P.E.M.B. 20' - 0" - PER P.E.M.B. 10' - 0" - PER P.E.M.B. 4" 26' - 4" - PER P.E.M.B. 26' - 8" - PER P.E.M.B. 26' - 4" - PER P.E.M.B. 4" 1' - 6" 10' - 0"
1' - 6" 8' - 6"
B
1 A2.2
RESTROOM
103
101.1
1 1
2 2
A
A4.1
12" CLR.
18" CLR.
3 4' - 6"
1' - 8"
10.04 10.04
UNDER MEZZANINE
102
SHOP
101
1 2 3 4
13.01 TYP.
13.01 C
03.0103.02
23.01 23.01 23.0123.03 23.03 23.03
10.04 08.01 08.01
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No.
2000 L StreetSuite 125Sacramento, CA 95811T 209.944.9110F 209.944.5711www.wmbarchitects.com5757 Pacific AvenueSuite 226Stockton, CA 95207 WMB Project No.
07.03.25 INITIAL SUBMITTAL
2025-07-07 5:06:55 PM
A2.1
FLOOR PLAN
Soccer ComplexMaintenance Yard
25-003
2600 Westbrook BoulevardRoseville, CA 95747
GENERAL NOTES
1/4" = 1'-0"
FLOOR PLAN
NO. CORE INSUL. WALLBOARD EXTENT
DETAILS
HEAD SILL F.R.
1 2x6 D.F. STUDS
@ 16" O.C.
ACOUST.
F.G. BATT.
5/8" GYP. BD.
BOTH SIDES [1][2]
CORE, INSUL. & WALLBD. TO
UNDERSIDE OF FLOOR FRAMING
A / A6.1 B / A6.1 -
2 2x6 D.F. STUDS
@ 16" O.C.
ACOUST.
F.G. BATT.
5/8" GYP. BD. ONE
SIDE [1][2]
CORE, INSUL. & WALLBD. TO
UNDERSIDE OF FLOOR FRAMING
A / A6.1 B / A6.1 -
3 2x4 D.F. STUDS
@ 16" O.C.
ACOUST.
F.G. BATT.
5/8" GYP. BD.
BOTH SIDES [2]
CORE, INSUL. & WALLBD. TO
UNDERSIDE OF FLOOR FRAMING
A / A6.1 B / A6.1 -
KEYNOTES
03.01 REINFORCED CONCRETE SLAB ov/ GRAVEL, PER STRUCT. DWGS.03.02 CONRETE SEALER, PER FINISH SCHEDULE AND SPECIFICATIONS08.01 DOOR, BY P.E.M.B.10.04 PORTABLE FIRE EXTINGUISHER w/ WALL MTD. BRACKET - CONFIRM LOCATION w/
FIRE MARSHAL PRIOR TO INSTALLATION
13.01 PRE-ENGINEERED METAL BUILDING FRAME - PER P.E.M.B. DRAWINGS
23.01 HVAC EQUIPMENT - REF. MECH. DWGS.23.03 HVAC DUCTWORK - EXPOSED - PAINT - REF. MECH. DWGS.
LEGEND
1 RESTROOM ACCESSORY NO. - REF. SCHEDULE
DIMENSION TO FACE OF STRUCTUREDIMENSION TO CENTER OF STRUCTURE OR ELEMENTDIMENSION TO FACE OF FINISH
1. REFER TO SHEET FOR POSTED SIGNAGE2. REFER TO SHEET FOR MOUNTING HEIGHTS, CLEARANCES, AND
ADDITIONAL REQUIREMENTS FOR ACCESSIBILITY
3. PROVIDE ADEQUATE WALL BLOCKING FOR WALL-MOUNTED
ACCESSORIES PER DETAIL
4. PLUMBING FIXTURES SHOWN FOR COORDINATION PURPOSES ONLY.
REFER TO PLUMBING DRAWINGS FOR FIXTURE SPECIFICATIONS.
B / A6.1
T3.1
T3.1
A
2 4 B 3 1b
1a
576
A
A4.1
CLR.
12"
18" CLR.
48" CLR.
59" CLR.
60" CLR.
30"x48"
CLR.
60" CLR.
1' - 6" 10' - 0"
1' - 6" 8' - 6"
1 1
2 2
RESTROOM
103
4' - 6"
1' - 8"
16" CLR.
UNDER MEZZANINE
102
SHOP
101
3 16" CLR.
22.02 05.01
1 B
A4.1
2' - 4"
4" 1' - 2"
3' - 10" MIN. CLR.
101.1
[1] INTERIOR SHEAR PLY NOT INDICATED - COORDINATE LOCATIONS w/ STRUCTURAL DRAWINGS[2] PROVIDE MOISTURE-RESISTANT GYP. BD. AT ALL WET LOCATIONS AND/OR TO RECEIVE WALL TILE - REF. WALL SCHEDULE A6.2
AB
A
A4.1
MEZZANINE
201
1 B
A4.1
1' - 6" 10' - 0" 4' - 6"
1' - 6" 8' - 6" 4' - 6"
06.0205.02
4" 1' - 2"
05.03 06.02
05.02 05.02
C
A6.1
C
A6.1
05.04 D
A6.1
D
A6.1 SIM.
TYP.
05.05 05.05
E
A6.1
E
A6.1
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DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L StreetSuite 125Sacramento, CA 95811T 209.944.9110F 209.944.5711www.wmbarchitects.com5757 Pacific AvenueSuite 226Stockton, CA 95207 WMB Project No.
07.03.25 INITIAL SUBMITTAL
2025-07-07 5:06:57 PM
A2.2
ENLARGED PLANS
Soccer ComplexMaintenance Yard
25-003
2600 Westbrook BoulevardRoseville, CA 95747
NO. ITEM TYPE MANUFACTURER MODEL
1a GRAB BAR SURFACE
MOUNTED
BOBRICK B-6806 x 36
1b GRAB BAR SURFACE
MOUNTED
BOBRICK B-6806 x 48
2 TOILET TISSUE DISPENSER SURFACE
MOUNTED
BOBRICK B-4288
3 SANITARY NAPKIN
DISPOSAL
SURFACEMOUNTED
BOBRICK B-270
4 TOILET SEAT COVER
DISPENSER
SURFACEMOUNTED
BOBRICK B-4221
5 SOAP DISPENSER SURFACE
MOUNTED
BOBRICK B-4112
6 PAPER TOWEL DISPENSER
& WASTE (SMALL)
RECESSED BOBRICK B-4369
7 FRAME MIRROR SURFACE
MOUNTED
BOBRICK B-165 2436
LEGENDGENERAL NOTES
RESTROOM ACCESSORIES
KEYNOTES
05.01 SHIP'S LADDER AT 75 DEGREE ANGLE - ATTACH PER MANUFACTURER'S
INSTRUCTIONS - REFER TO STRUCTURAL DRAWINGS FOR BLOCKING SUPPORT ATMEZZANINE PLATFORM
05.02 STEEL PIPE GUARD RAILING - 1-1/2" DIA. TOP RAIL - 42" MIN. FROM WALKING SURFACE TO TOP OF TOP RAIL - INTERMEDIATE RAILS SHALL NOT ALLOW A SPHEREOF 4" DIA. TO PASS THROUGH - PAINT
05.03 STEEL PIPE RAILING - 1-1/2" DIA. TOP RAIL - 42" MIN. FROM WALKING SURFACE TO TOP OF TOP RAIL - INTERMEDIATE RAILS AT 6" AND 26" ABOVE WALKING SURFACE -PROVIDE WELDED PLATE CLOSURE AT BOTTOM RAIL PER DETAIL - PAINT
05.04 SUSPENDED CHAIN BETWEN TWO RAILINGS AT LOADING SIDE OF MEZZANINE05.05 2"x2"x1/4" STEEL ANGLE AT TOP EDGE OF WOOD FASCIA - REFER TO DETAIL - PAINT06.02 3x10 FASCIA ov/ RIM JOIST PER STRUCTURAL DWGS. - PAINT22.02 FLOOR DRAIN - SLOPE TO DRAIN @ 1/4:12 MAX. WITHIN 12" OF DRAIN - REF.
STRUCTURAL AND PLUMBING DWGS.
1/2" = 1'-0" 1 RESTROOM PLAN
NO. CORE INSUL. WALLBOARD EXTENT
DETAILS
HEAD SILL F.R.
1 2x6 D.F. STUDS
@ 16" O.C.
ACOUST.
F.G. BATT.
5/8" GYP. BD.
BOTH SIDES [1][2]
CORE, INSUL. & WALLBD. TO
UNDERSIDE OF FLOOR FRAMING
A / A6.1 B / A6.1 -
2 2x6 D.F. STUDS
@ 16" O.C.
ACOUST.
F.G. BATT.
5/8" GYP. BD. ONE
SIDE [1][2]
CORE, INSUL. & WALLBD. TO
UNDERSIDE OF FLOOR FRAMING
A / A6.1 B / A6.1 -
3 2x4 D.F. STUDS
@ 16" O.C.
ACOUST.
F.G. BATT.
5/8" GYP. BD.
BOTH SIDES [2]
CORE, INSUL. & WALLBD. TO
UNDERSIDE OF FLOOR FRAMING
A / A6.1 B / A6.1 -
1/2" = 1'-0" 2 MEZZANINE PLAN
X11 WALL TYPE - REF. SCHEDULE THIS SHEET
[1] INTERIOR SHEAR PLY NOT INDICATED - COORDINATE LOCATIONS w/ STRUCTURAL DRAWINGS[2] PROVIDE MOISTURE-RESISTANT GYP. BD. AT ALL WET LOCATIONS AND/OR TO RECEIVE WALL TILE - REF. WALL SCHEDULE A6.2
0' - 0"
FIRST FLOOR
16' - 8"
EAVE
A
9' - 0 3/8"
MEZZANINE
B
80" MIN. CLR. 80" MIN. CLR. 4' - 6" 1 2
CONC. FOOTING, PER STRUCT. DWGS.
+8' - 4"
T.O. PLATE
RESTROOM
103
16' - 0" - PER P.E.M.B.
05.0106.0103.01
09.1106.0307.01
05.04 05.02
07.1107.12
4' - 6" - PER P.E.M.B. 7' - 6" - PER P.E.M.B.
B
A4.1
13.02 26.01
26.02 13.0113.03
06.02 C
A6.1
05.03 80" MIN. CLR.
D
A6.1
C
A6.2
D
A6.2
D
A6.2E
A6.1
E
A6.1
0' - 0"FIRST FLOOR9' - 0 3/8"MEZZANINE
A
A4.1
1 4' - 6" - PER P.E.M.B. 7' - 6" - PER P.E.M.B. 05.01
03.01 06.0106.0307.0126.01
13.0207.1107.1213.01
05.02 06.02
05.03 C
A6.1 D
A6.1 SIM.
C
A6.2
C
A6.2
CT
A
NO. C 16986
REN. 9−30−25
ED ARCHI
ET
NR I
C OF A IFO L
L
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TIMOTHY K. MATTHEIS
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L StreetSuite 125Sacramento, CA 95811T 209.944.9110F 209.944.5711www.wmbarchitects.com5757 Pacific AvenueSuite 226Stockton, CA 95207 WMB Project No.
07.03.25 INITIAL SUBMITTAL
2025-07-07 5:07:00 PM
A4.1
WALL SECTIONS
Soccer ComplexMaintenance Yard
25-003
2600 Westbrook BoulevardRoseville, CA 95747
KEYNOTES
03.01 REINFORCED CONCRETE SLAB ov/ GRAVEL, PER STRUCT. DWGS.05.01 SHIP'S LADDER AT 75 DEGREE ANGLE - ATTACH PER MANUFACTURER'S
INSTRUCTIONS - REFER TO STRUCTURAL DRAWINGS FOR BLOCKING SUPPORT ATMEZZANINE PLATFORM
05.02 STEEL PIPE GUARD RAILING - 1-1/2" DIA. TOP RAIL - 42" MIN. FROM WALKING SURFACE TO TOP OF TOP RAIL - INTERMEDIATE RAILS SHALL NOT ALLOW A SPHEREOF 4" DIA. TO PASS THROUGH - PAINT
05.03 STEEL PIPE RAILING - 1-1/2" DIA. TOP RAIL - 42" MIN. FROM WALKING SURFACE TO TOP OF TOP RAIL - INTERMEDIATE RAILS AT 6" AND 26" ABOVE WALKING SURFACE -PROVIDE WELDED PLATE CLOSURE AT BOTTOM RAIL PER DETAIL - PAINT
05.04 SUSPENDED CHAIN BETWEN TWO RAILINGS AT LOADING SIDE OF MEZZANINE06.01 NON-STRUCTURAL 1/2" PLYWOOD AT BOTTOM OF FLOOR JOISTS - PAINT06.02 3x10 FASCIA ov/ RIM JOIST PER STRUCTURAL DWGS. - PAINT06.03 PLYWOOD DECK ov/ JOISTS PER STRUCT. DWGS.07.01 FILL CEILING CAVITY w/ R-19 F.G. BATT INSULATION07.11 WALL PANEL BY METAL BUILDING MANUFACTURER07.12 ROOF PANEL BY METAL BUILDING MANUFACTURER09.11 5/8" GYP. BD. ov/ CEILING JOISTS PER STRUCTURAL DWGS. - PAINT13.01 PRE-ENGINEERED METAL BUILDING FRAME - PER P.E.M.B. DRAWINGS13.02 HORIZONTAL GIRT - PER P.E.M.B. DRAWINGS.13.03 PURLIN - PER P.E.M.B. DRAWINGS26.01 PENDANT LIGHT FIXTURE - REF. ELECTRICAL DWGS.26.02 SURFACE-MOUNTED LIGHT FIXTURE - REF. ELECTRICAL DWGS.
LEGEND
NO. CORE INSUL. WALLBOARD EXTENT
DETAILS
HEAD SILL F.R.
1 2x6 D.F. STUDS
@ 16" O.C.
ACOUST.
F.G. BATT.
5/8" GYP. BD.
BOTH SIDES [1][2]
CORE, INSUL. & WALLBD. TO
UNDERSIDE OF FLOOR FRAMING
A / A6.1 B / A6.1 -
2 2x6 D.F. STUDS
@ 16" O.C.
ACOUST.
F.G. BATT.
5/8" GYP. BD. ONE
SIDE [1][2]
CORE, INSUL. & WALLBD. TO
UNDERSIDE OF FLOOR FRAMING
A / A6.1 B / A6.1 -
3 2x4 D.F. STUDS
@ 16" O.C.
ACOUST.
F.G. BATT.
5/8" GYP. BD.
BOTH SIDES [2]
CORE, INSUL. & WALLBD. TO
UNDERSIDE OF FLOOR FRAMING
A / A6.1 B / A6.1 -
1/2" = 1'-0"
WALL SECTION A
1/2" = 1'-0"
WALL SECTION B
4x6 BLOCKING - TOE NAIL w/ (4) 10d NAILS
FOR GRAB BARS / WALL HUNG LAVS / ITEMS NOT NOTED - MOUNT USING #14 SELF-TAPPING S.M.S.TYPE CFOR TOILET ACCESSORIES EXCLUDING GRAB BARS - MOUNT USING #10 WOOD SCREWS.TYPE A
WOOD STUDS,PER WALL SCHEDULE
6" x 16 GA STEEL PLATE - SECURE TO STUDS w/ (2) #10 x 1/2" S.M.S.
LENGTH AS REQ'D TO SUPPORT ITEM
2x6 BLOCKING - TOE NAIL w/ (4) 10d NAILS
TYPE BFOR MED. GAS PANELS / BASE CABINETS / WALL GUARDS / WALL HUNG CABINETS / WALL HUNG EQUIP. - MOUNT USING #12 WOOD SCREWS.
STD. STUD SPACING
LENGTH AS REQ'D TO SUPPORT ITEMLENGTH AS REQ'D TO SUPPORT ITEM STD. STUD SPACING
STD. STUD SPACING
WOOD STUDS,PER WALL SCHEDULEWOOD STUDS,PER WALL SCHEDULE STAINLESS STEEL FLANGE1½" DIA. STAINLESSSTEEL GRAB BARFRP WALL PANELS4x6 BLOCKING - TYP.WALL, PER PLAN 1 1/2" MIN. CLR.
NOTE: GRAB BAR MOUNTING PLATE & WALL SHALL BE FREE OF ANY ABRASIVE ELEMENTS 3" x #14 SELF TAPPINGS.M. SCREWS
ELEVATION
6"
1" DIA. STEEL POST BEYOND - PAINT1" DIA. STEEL RAIL - PAINT6" HIGH STEEL PLATE, CONTINUOUS - PAINTWELD PLATE TO RAIL AND GRIND SMOOTHRAILING BASE ANGLE - SEE PLAN EXHIBIT ABOVEPLYWOOD DECK,PER STRUCT. DWGS.1" DIA. RAILING POST - PAINT 1 1/4" 3 3/4"
5" x 2½" x 1/4" STEEL ANGLE w/ LONG LEG HORIZONTAL - PAINT(OPTION: PROVIDE BENT PLATE IN LIEU OF ANGLE) 5"
6 1/2"
1 1/4" 4" 1 1/4"
2" 2"
3/16"
(2) 1/2" DIA. LAG BOLTS w/ 4½" MIN. EMBEDMENT INTO BLOCKING, PER STRUCT. DWGS. - PAINT EXPOSED HEAD 4 1/2" MIN.
EMBEDMENT
SECTION
PLAN
1" DIA. RAILING POST - PAINT1/2" NON-STRUCTURAL PLYWOOD - PAINTPLYWOOD DECK, PER STRUCT. DWGS.RIM JOISTS, PER STRUCT. DWGS.FILL FLOOR CAVITY w/ R-19 BATT INSULATION3x10 FASCIA - PAINT(4) 1/2"Ø LAG BOLT w/ 5-1/2" MIN. EMBEDMENT - TYP. AT EA. POST3"x2"x1/4" STEEL ANGLE w/ #12x2.5" FLATHEAD @ 24" O.C. - PREDRILL HOLES - PAINT 5 1/2"
1 1/2" 3" 1"
5"
1" 3" 1"
3/8"x5½"x5" STEEL PLATE - PAINTCENTER OF POST AND PLATEHOLES IN PLATE:BOLT DIA. + 1/16" (TYP.) 2" MIN. 3"
ELEVATION SECTION
3/16" 4"
1" DIA. STEEL POST - PAINT1" DIA. STEEL RAIL - PAINT4" x 2½" x 1/4" STEEL PLATE CATCH FOR CHAIN - SHAPE TO PIPE POST - PAINTWELD PLATE CATCH TO PIPE RAILING1/4" STEEL GUSSET - PAINT1 1/2" DIA. OPENING
SECTION
PLAN
CT
A
NO. C 16986
REN. 9−30−25
ED ARCHI
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NR I
C OF A IFO L
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TIMOTHY K. MATTHEIS
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L StreetSuite 125Sacramento, CA 95811T 209.944.9110F 209.944.5711www.wmbarchitects.com5757 Pacific AvenueSuite 226Stockton, CA 95207 WMB Project No.
07.03.25 INITIAL SUBMITTAL
2025-07-07 5:07:01 PM
A6.1
DETAILS
Soccer ComplexMaintenance Yard
25-003
2600 Westbrook BoulevardRoseville, CA 95747
B 3/4" = 1'-0" TYP. BACKING PLATESA 3" = 1'-0" GRAB BAR ATTACHMENT C 3" = 1'-0" RAILING BASE ATTACH. @ ADJ. BLDG. WALLD 3" = 1'-0" FASCIA AND RAILING AT MEZZANINE E 3" = 1'-0" CHAIN CATCH
1. MAXIMUM VERTICAL OFFSET AT DOOR THRESHOLD SHALL BE 1/4" VERTICAL OR 1/2" IF BEVELED - REFER TO THRESHOLD DETAIL(S).
2. ALL DOORS THAT ARE PART OF THE MEANS OF EGRESS SHALL BE EQUIPPED WITH HARDWARE THAT OPENS THE DOOR FROM THEINTERIOR WITHOUT SPECIAL KNOWLEDGE, EFFORT, OR A KEY.
3. MAXIMUM DOOR OPENING EFFORT SHALL BE 5# AT NON-RATED DOORS AND 15# AT FIRE RATED DOORS.
4. DOOR CLOSERS SHALL BE ADJUSTED SO THAT, FROM A POSITION OF 90° OPEN, THE TIME TO MOVE TO 12° OPEN IS 5 SECONDS MINIMUM.
5. ALL FIRE RATED DOORS SHALL BE SELF-CLOSING, SELF-LATCHING, LISTED AND LABELED BY TESTING AGENCY, AND SHALL HAVE SMOKE SEALS. EXIT DEVICES ON FIRE RATED DOORS SHALL BE FIRE RATED WITHOUT DOGGING CAPABILITY.
6. SEE SPECIFICATIONS FOR DOOR HARDWARE SETS AND PRODUCTS.
7. ALL GLASS IN DOOR PANELS TO BE TEMPERED.8. ALL GLAZING MATERIAL IN FIRE RATED DOOR ASSEMBLIES SHALL BE TESTED IN ACCORDANCE WITH NFPA 257 OR UL 9, INCLUDING THE HOSE STREAM TEST (GLAZING IN 20-MINUTE FIRE DOOR ASSEMBLIES SHALL BE EXEMPT FROM THE HOSE STREAM TEST).
9. REFER TO FINISHES LEGEND THIS SHEET FOR FINISH CODE LEGEND10. SCHEDULED DETAILS REFER TO DETAILS ON THIS SHEET U.O.N.11. OPERATING HARDWARE FOR LOCKSETS/LATCHSETS SHALL BE LEVER TYPE:
FACE OF DOOR
MAX
.
1/2"
34" - 44"
NOTE:1. LEVER ON EGRESS SIDE SHALL PROVIDE
FREE OPERATION w/o USE OF KEY
2. SEE SPECS FOR LEVER TYPE AND
LOCKSET FUNCTION
3. FORCE TO ACTIVATE OPERABLE PARTS
SHALL BE 5 POUNDS MAX.
HEIGHT
WIDTH
F FLUSH
2"
WALL, PER PLANCAULK EA. SIDEHOLLOW METAL FRAME - CONTRACTOR TO VERIFY FRAME WIDTH AT EACH DOORDOOR, PER SCHEDULEHEADER,PER STRUCT. DWGS. 2"
WALL, PER PLANCAULK EA. SIDEHOLLOW METAL FRAME - CONTRACTOR TO VERIFY FRAME WIDTH AT EACH DOORDOOR, PER SCHEDULE PRODUCT & MATERIAL REQUIREMENTS FOR INDOOR POLLUTANT CONTROL 1. ALL MATERIALS, ADHESIVES, COATINGS, AND SEALANTS SHALL COMPLY WITH V.O.C.
LIMITATIONS SET FORTH BY THE LOCAL AIR POLLUTION CONTROL DISTRICT OR CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 11 (CALGREEN BUILDING STANDARDS), WHICHEVER IS MORE RESTRICTIVE.
2. ALL CARPET MATERIALS SHALL MEET THE TESTING AND PRODUCT REQUIREMENTS OF THE CARPET & RUG INSTITUTE’S GREEN LABEL PLUS PROGRAM OR EQUIVALENT CRITERIA SET FORTH IN CALIFORNIA CALGREEN BUILDING STANDARDS.
3. A MINIMUM OF 50% OF RESILIENT FLOORING SHALL COMPLY WITH THE V.O.C. EMISSION LIMITS DEFINED IN 2009 COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CHPS) CRITERIA AND LISTED ON ITS LOW-EMITTING MATERIALS LIST OR CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUTE FLOORSCORE PROGRAM.
4. ALL HARDWOOD COMPOSITE WOOD PRODUCTS (PLYWOOD, PARTICLEBOARD, AND MEDIUM DENSITY FIBERBOARD) SHALL MEET THE MAXIMUM FORMALDEHYDE EMISSIONS LIMITATIONS AS SPECIFIED IN ARB’S AIR TOXIC CONTROL MEASURE FOR COMPOSITE WOOD (17 CCR 93120 ET SEQ.) BY THE DATES SPECIFIED IN THOSE SECTIONS.
5. ARCHITECT HAS MADE EVERY REASONABLE ATTEMPT TO CONFIRM THAT PRODUCTS SPECIFIED IN THESE DOCUMENTS COMPLY WITH ABOVE-LISTED REQUIREMENTS. IT IS THE RESPONSIBILITY OF THE SUBCONTRACTOR, VENDOR, AND/OR MANUFACTURER TO NOTIFY THE ARCHITECT THROUGH THE GENERAL CONTRACTOR OF ANY NON-COMPLIANT PRODUCT OR MATERIAL SPECIFIED BY THE ARCHITECT PRIOR TO BID DUE DATE.
6. CONTRACTOR SHALL PROVIDE PRODUCT/MATERIAL COMPLIANCE DOCUMENTATION WITH SUBMITTAL DOCUMENTS AS REQUIRED BY SPECIFICATION SECTION 013323. CONTRACTOR SHALL SUBMIT COMPLIANCE DOCUMENTATION TO THE JURISDICTION HAVING AUTHORITY UPON ACCEPTANCE BY ARCHITECT.
CONCRETECC1 - SEALED CONCRETEEPOXYEPX1 - SIKAFLOOR MULTIDUR EC - COLOR: TRAFFIC GRAYWOOD SEALERWS1 - BENJAMIN MOORE - BENWOOD 423 LOW LUSTREBASEB1 - 6" INTEGRAL EPOXY COVE BASEB2 - 6" SHEET METAL BASEPAINTP1 - RESTROOM CEILING DUNN-EDWARDS - COLOR: DEHW08 CLASSIC WHTIE
P2 - WALLS, HOLLOW METAL DOORS AND FRAMES
DUNN-EDWARDS - COLOR: DE6374 SILVER POLISH
FIBERGLASS REINFORCED PANELFRP1 - FRP PANEL FULL-HEIGHT - MARLITE P430N MEDIUM GREY
ROOM FINISH SCHEDULE
* FINISH MATERIAL CLASSIFICATION IN ACCORDANCE WITH
ASTM E84 OR UL 723. BUILDING IS NON-SPRINKLERED.
FINISH OPPOSITEPER FINISH SCHEDULE24. GA. SHEET METAL BASE
CONTINUOUS CLEAT
6"
WALL, PER SCHEDULE
UNDER
MEZZANINE
102
WALL, PER SCHEDULEFRP WALL PANELFRP EDGE TRIM MOULDING1/8" COVE STRIPEPOXY FLOORINGINTEGRAL COVE BASEEPOXY MORTAR COVE FILLER,BY EPOXY FLOORING MFR.FINISH OPPOSITEPER FINISH SCHEDULE
RESTROOM
103
CT
A
NO. C 16986
REN. 9−30−25
ED ARCHI
ET
NR I
C OF A IFO L
L
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IC
STA
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TIMOTHY K. MATTHEIS
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L StreetSuite 125Sacramento, CA 95811T 209.944.9110F 209.944.5711www.wmbarchitects.com5757 Pacific AvenueSuite 226Stockton, CA 95207 WMB Project No.
07.03.25 INITIAL SUBMITTAL
2025-07-07 5:07:02 PM
A6.2
DOOR + FINISHESSCHEDULES
Soccer ComplexMaintenance Yard
25-003
2600 Westbrook BoulevardRoseville, CA 95747
GENERAL NOTES
NO.
HDWR
SET
SIZE PANEL FRAME FIRE
RATING
DETAILS
WIDTH HEIGHT TYPE THK MATERIAL GLASS FINISH COLOR MATERIAL FINISH COLOR HEAD JAMB THD. COMMENTS 101.1 1 3' - 0" 7' - 0" F 1 3/4" H.M. - PAINT P2 H.M. PAINT P2 - A B -
DOOR PANEL TYPES
DOOR SCHEDULE
A 3" = 1'-0" H.M. INT. DOOR HEADB 3" = 1'-0" H.M. INT. DOOR JAMB ROOM FINISHES WALL / CLG. CLASS
NO. NAME FLOOR BASE WALL CEILING OCC. MIN. CLASS* COMMENTS 101 SHOP CC1 - - - S-1 C102 UNDER
MEZZANINE
CC1 B2 P2 P2 S-1 C DO NOT APPLY NOTED FINISHES
TO METAL BUILDING
103 RESTROOM EPX1 B1 FRP1 P1 S-1 C201 MEZZANINE WS1 - - - S-1 C
FINISHES LEGEND
C 3" = 1'-0" SHEET METAL WALL BASED 3" = 1'-0" EPOXY WALL BASE
5/8" GYP. BD. ov/ JOISTS PER STRUCT. DWGS.
EXHAUST GRILLE - REF. MECHANICAL DWGS.PLYWOOD ov/ JOISTS PER STRUCT. DWGS.SURFACE-MOUNTED LIGHT FIXTURE - REF. ELECTRICAL DWGS.PENDANT LIGHT FIXTURE - REF. ELECTRICAL DWGS.
1. MECHANICAL GRILLES AND ELECTRICAL FIXTURES SHOWN FOR COORDINATION PURPOSES ONLY. REFER TO MECHANICAL AND ELECTRICAL SHEETS FOR MORE INFORMATION.
D
A
RESTROOM B
103
A
A4.1
09.1106.01
06.01 1' - 6" 10' - 0" 4' - 6"
8' - 6" 4' - 6"
40' - 0" - REFER TO P.E.M.B. DWGS.
1 2 3 4
C
06.02 06.02 05.01
23.03 23.03 23.03
CT
A
NO. C 16986
REN. 9−30−25
ED ARCHI
ET
NR I
C OF A IFO L
L
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TIMOTHY K. MATTHEIS
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L StreetSuite 125Sacramento, CA 95811T 209.944.9110F 209.944.5711www.wmbarchitects.com5757 Pacific AvenueSuite 226Stockton, CA 95207 WMB Project No.
07.03.25 INITIAL SUBMITTAL
2025-07-07 5:07:03 PM
A9.1
REFLECTED CEILING PLAN
Soccer ComplexMaintenance Yard
25-003
2600 Westbrook BoulevardRoseville, CA 95747
LEGEND
GENERAL NOTES
1/4" = 1'-0"
REFLECTED CEILING PLAN
KEYNOTES
05.01 SHIP'S LADDER AT 75 DEGREE ANGLE - ATTACH PER MANUFACTURER'S
INSTRUCTIONS - REFER TO STRUCTURAL DRAWINGS FOR BLOCKING SUPPORT ATMEZZANINE PLATFORM
06.01 NON-STRUCTURAL 1/2" PLYWOOD AT BOTTOM OF FLOOR JOISTS - PAINT06.02 3x10 FASCIA ov/ RIM JOIST PER STRUCTURAL DWGS. - PAINT09.11 5/8" GYP. BD. ov/ CEILING JOISTS PER STRUCTURAL DWGS. - PAINT23.03 HVAC DUCTWORK - EXPOSED - PAINT - REF. MECH. DWGS.
7-7-2025
T S
EA
P
STATE
RED
REG ST I
HCI M
E
RU
C
T
UR
NIA
R
OF
CALIFO
DOUG
L
E
L EK BA No. S4721
L A
A
R IN G EE
N
A
S
ROFE SION
R
S
L 916.365.4740 MSEi JOB#: 25-004 FOLSOM, CA 95630 1843 IRON POINT ROAD, SUITE 100 Copyright WMB, Inc. 2000 L Street Suite 125 Sacramento, CA 95811 T 209.944.9110 F 209.944.5711 www.wmbarchitects.com 5757 Pacific Avenue Suite 226 Stockton, CA 95207 WMB Project No. 2025-05-23 2:57:31 PM Soccer Complex Maintenance Yard 25-003 2600 Westbrook Boulevard Roseville, CA 95747 DATE PURPOSE PUBLISH HISTORY: No. 07.03.25 INITIAL SUBMITTAL GENERAL NOTES: 1. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT. 2. TYPICAL NOTES AND DETAILS SHALL APPLY UNLESS OTHERWISE SHOWN OR NOTED ON DRAWINGS. 3. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME NATURE AS SHOWN FOR SIMILAR CONDITION. 4. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES: 2022 CALIFORNIA BUILDING CODE, PART 2 TITLE 24 CCR 2022 EDITION AND LATEST REVISIONS REFERRED TO HERE AS "THE CODE", AND OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS. 5. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. IF CONFLICTS OCCUR BETWEEN DRAWINGS AND SPECIFICATIONS, THE MOST EXPENSIVE MATERIALS OR METHODS SHALL PREVAIL (FOR BIDDING). STRUCTURAL ENGINEER SHALL BE NOTIFIED OF CONFLICTS AND THAT PORTION OF WORK SHOULD NOT PROCEED UNTIL CONFLICT IS RESOLVED. 6. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: A. SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS. B. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PARTITIONS. C. SIZE AND LOCATION OF ALL CONCRETE CURBS, EQUIPMENT PADS, PITS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS, CHANGE IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC. D. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS EXCEPT AS SHOWN. E. FLOOR AND ROOF FINISHES. F. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. 7. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR THE FOLLOWING: A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC. EXCEPT AS SHOWN OR NOTED. B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALL OR SLABS. C. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES. 8. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. 9. ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. 10. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF OR FLOOR. LOAD SHALL NOT EXCEED DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 11. HEAVY EQUIPMENT, CRANES AND MATERIAL STOCKPILES SHALL NOT BE LOCATED ON OR ADJACENT TO SHORING. 12. SUBSTITUTIONS FOR STRUCTURAL MEMBERS, HARDWARE, OR DETAILS SHALL BE REVIEWED BY THE ARCHITECT AND STRUCTURAL ENGINEER AND APPROVED BY THE BUILDING DEPARTMENT. FOR A SUBSTITUTION TO BE REVIEWED THE CONTRACTOR SHALL AGREE & COMPLY WITH THE FOLLOWING: A. THE CONTRACTOR SHALL BE BILLED ON A TIME AND MATERIALS BASIS FOR THE REVIEW OF THE SUBSTITUTION WITH NO GUARANTEE OF APPROVAL. B. VERIFY THAT THE SUBSTITUTION DOES NOT AFFECT DIMENSIONS SHOWN ON DRAWINGS. C. THE CONTRACTOR SHALL ALSO PAY FOR CHANGES TO THE DESIGN, WHICH INCLUDES BUT IS NOT LIMITED TO; ENGINEERING DESIGN, DETAILING, APPROVAL AGENCY PROCESS AND CONSTRUCTION COSTS CAUSED BY THE REQUESTED SUBSTITUTION. D. THE PROPOSED SUBSTITUTION IS TO HAVE NO ADVERSE AFFECT ON OTHER TRADES, THE CONSTRUCTION SCHEDULE, OR THE SPECIFIED WARRANTY REQUIREMENTS. 13. NO STRUCTURAL MEMBERS SHALL BE CUT, NOTCHED OR OTHERWISE PENETRATED UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER IN ADVANCE OR SHOWN ON THESE DRAWINGS. 14. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. DIMENSIONS AND ELEVATIONS MUST BE VERIFIED WITH ARCHITECTURAL DRAWINGS. IN THE EVENT OF A CONFLICT, THE STRUCTURAL ENGINEER AND ARCHITECT ARE TO BE NOTIFIED IMMEDIATELY. DRAWING SCALES GIVEN ARE APPROXIMATE- DO NOT SCALE PLANS OR DETAILS. 15. SITE VISITS BY STRUCTURAL ENGINEER SHALL NOT BE IN LIEU OF INSPECTIONS. 16. ALL DIMENSIONS AND ELEVATIONS OF THE EXISTING STRUCTURE WERE PROVIDED BY OTHERS AND ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS AND COORDINATE WITH ALL SUB-CONTRACTORS AND DISCIPLINES. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER. FINISH ELEVATIONS AT ALL NEW FRAMING SHALL BE COORDINATED WITH THE EXISTING FRAMING SO ALL FINISHES ARE FLUSH. 17. ALL FRAMING IN THE DOCUMENTS SHALL BE CONSIDERED NEW UNLESS SPECIFICALLY NOTED AS EXISTING. 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA LATEST EDITION, AND ALL OSHA REQUIREMENTS AS THEY APPLY TO THIS PROJECT. 2. THE STRUCTURAL ENGINEER DOES NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS. 3. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING FOR VERTICAL AND/ OR LATERAL LOADS, SHORING AND LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. 4. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BRACING, SHORING, ETC, FOR ALL EXISTING AND NEW CONSTRUCTION FOR A COMPLETED PROJECT. THIS INCLUDES, BUT IS NOT LIMITED TO, THE INSTALLATION OF NEW FRAMING AND THE MODIFICATION OF THE EXISTING FRAMING. 5. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER WILL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. SAFETY NOTES: INSPECTION NOTES: GENERAL: IN ADDITION TO THE INSPECTIONS REQUIRED BY SECTION 108 OF THE 2022 CBC, THE OWNER SHALL EMPLOY A SPECIAL INSPECTOR TO PERFORM SPECIAL INSPECTIONS, TESTS & OBSERVATIONS AS INDICATED ON THE THE BUILDING DEPT TESTING, INSPECTION AND OBSERVATION (TIO) PROGRAM. 1. INSPECTORS: ALL TESTS, INSPECTIONS AND OBSERVATIONS SHALL BE PERFORMED BY AN INDEPENDENT INSPECTION AGENCY WHICH IS IN THE EMPLOYMENT OF THE OWNER. 2. ALL SPECIAL INSPECTION & TESTING AGENCIES SHALL BE QUALIFIED PER ASTM E329 AND APPROVED BY THE BUILDING DEPT. 3. PROVIDE TEST, INSPECTION & OBSERVATION REPORTS TO THE BUILDING DEPT, OWNER, ARCHITECT AND ENGINEER AS NOTED IN THE TIO. 4. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO SEE THAT THE TESTS, INSPECTIONS AND OBSERVATIONS ARE PERFORMED. JOB SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE AND ARE NOT A SUBSTITUTE FOR INSPECTIONS. 5. WHERE THE CONTRACTOR CHOOSES TO USE OPTIONAL OR ALTERNATIVE MEANS OF FASTENING OR ANCHORING MATERIALS AS SHOWN ON THE PLANS AND DETAILS AND REQUIRES SPECIAL FIELD INSPECTION, SUCH AS FIELD WELDING, ADHESIVE OR EXPANSION ANCHORS, ETC. ALL ADDITIONAL SPECIAL INSPECTION AND TESTING COSTS SHALL BE PAID BY THE OWNER AND DEDUCTED FROM THE CONTRACTORS CONTRACT AMOUNT. 6. SCHEDULE OF SPECIAL INSPECTIONS: A. PLACEMENT OF CONCRETE REINFORCEMENT. CBC 1705.3. B. CONCRETE PLACEMENT AND STRENGTH TESTING. CBC 1705.33 C. INSTALLATION OF POST-INSTALLED ANCHOR AND ADHESIVE RODS/DOWELS. CBC 1705.3. D. OBSERVATION OF SUBGRADE PREPARATION AND FOUNDATION CONSTRUCTION OPERATION BY THE GEOTECHNICAL ENGINEER. CBC 1705.6. 1. CONCRETE CONSTRUCTION SHALL CONFORM TO TITLE 24, AND THE CODE, PER GENERAL NOTES. 2. CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ASTM C94 AND ACI STANDARD 304. IN ADDITION, MAXIMUM FREE FALL OF CONCRETE SHALL BE 4'-0". 3. ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED BY SUITABLE MEANS DURING PLACEMENT AND SHALL BE THOROUGHLY WORKED AROUND REINFORCEMENT AND EMBEDDED FIXTURES AND INTO CORNERS OF FORMS. 4. THE MINIMUM 28 DAY STRENGTH SHALL BE PER MIX DESIGN SCHEDULE. 5. CEMENT SHALL CONFORM TO ASTM C150, TYPE I OR II. 6. FLY ASH SHALL CONFORM TO ASTM 618, CLASS N OR F. 7. CONCRETE AGGREGATES: NATURAL SAND AND ROCK AGGREGATES SHALL CONFORM TO ASTM C33. 8. MINERAL ADMIXTURES SHALL COMPLY WITH ASTM C618. 9. LIQUID ADMIXTURES SHALL COMPLY WITH THE FOLLOWING: A. WATER REDUCERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM C494 TYPE A B. MID-RANGE WATER REDUCERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM C494 TYPE A & F C. NON-CHLORIDE ACCELERATORS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM C494 TYPE C OR C & E D. RETARDING ADMIXTURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM C494 TYPE B OR B & D 10. GENERAL: A. NO PIPES OR DUCT SHALL BE PLACED IN CONCRETE SLABS OR WALLS UNLESS SPECIFICALLY DETAILED. B. REFER TO ARCHITECTURAL, STRUCTURAL, AND MECHANICAL DRAWINGS FOR ALL MOULDS, GROOVES, ORNAMENTS, CLIPS, ETC. TO BE CAST IN CONCRETE. 11. ALL CONSTRUCTION JOINTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 318-14 SECTION 26.5.6 AND THE TYPICAL CONSTRUCTION JOINT DETAILS SHOWN ON THE STRUCTURAL DRAWINGS. ALL SURFACES OF CONSTRUCTION JOINTS SHALL BE CLEANED TO REMOVE DUST, CHIPS, OR OTHER FOREIGN MATTER PRIOR TO PLACING THE ADJACENT CONCRETE. THE CONTRACTOR SHALL SUBMIT THE PROPOSED LOCATIONS OF CONSTRUCTION JOINTS TO THE ENGINEER FOR REVIEW BY THE STRUCTURAL ENGINEER BEFORE STARTING CONSTRUCTION. 12. MAXIMUM SPACING OF CONSTRUCTION OR CONTROL JOINTS FOR A REINFORCED SLAB ON GRADE SHALL BE 20 FEET. 13. REMOVE ALL DEBRIS AND EXCESS WATER FROM THE FORMS BEFORE PLACING ANY CONCRETE. 14. REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, ETC. TO BE EMBEDDED IN CONCRETE SHALL BE SECURELY POSITIONED AND FREE OF EXCESSIVE SCALE, RUST, DIRT, GREASE, OIL OR ANY OTHER SUBSTANCES THAT WILL IMPAIR BOND WITH CONCRETE. OBTAIN APPROVAL OF ALL AFFECTED TRADES PRIOR TO PLACING CONCRETE. 15. WALLS SHALL BE PLACED IN HORIZONTAL LAYERS OF 2'-0" MAXIMUM DEPTH. 16. CONCRETE IN WALLS, PIERS OR COLUMNS SHALL SET AT LEAST 2 HOURS BEFORE PLACING CONCRETE IN BEAMS, SPANDRELS OR SLABS SUPPORTED THEREON. 17. NO WOOD SPREADERS ALLOWED. NO WOOD STAKES ALLOWED IN AREAS TO BE CONCRETED. 18. CONTRACTOR SHALL PREPARE AND SUBMIT CONCRETE MIX DESIGNS TO THE ARCHITECT/ ENGINEER OF RECORD FOR REVIEW PRIOR TO PLACEMENT OF ANY CONCRETE. CONCRETE MIX DESIGNS SHALL COMPLY WITH ACI 318-11 SECTION CHAPTER 5. CALCIUM CHLORIDE OR ADMIXTURES WHICH ADD CHLORIDES ARE NOT PERMITTED. 19. NOTIFY THE ENGINEER OF RECORD & TESTING LABORATORY (AND BUILDING OFFICIAL WHEN REQUIRED) 2 BUSINESS DAYS PRIOR TO PLACING CONCRETE. 20. CAST-IN-PLACE CONCRETE (NON-PRESTRESSED). THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH . . . . . . . . 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: NO. 6 THROUGH NO. 18 BAR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2" NO. 5 BAR, W31 OR D31 WIRE, AND SMALLER . . . . . . . . . . . . . . . . . . . . . 1 1/2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOISTS: NO. 14 AND NO. 18 BAR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1/2" NO. 11 BAR AND SMALLER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3/4" BEAMS, COLUMNS: PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS . . . . . . . . . . . . . 1 1/2" D. CONCRETE TILT-UP PANELS CAST AGAINST A RIGID HORIZONTAL SURFACE, SUCH AS A CONCRETE SLAB, EXPOSED TO THE WEATHER: NO. 8 AND SMALLER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1" NO. 9 THROUGH NO. 18 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2" 21. REINFORCING BARS, SPLICES & DOWELS: A. ALL BARS SHALL HAVE A CLASS B MINIMUM SPLICE LAP, UNO. SEE REBAR LAP SCHEDULE. B. SPLICES IN ADJACENT BARS SHALL BE NOT LESS THAN 5'-0" APART. C. DOWEL ALL VERTICAL REINFORCING IN WALLS AND COLUMNS FROM FOUNDATION WITH THE SAME SIZE REINFORCING. D. SPLICE CONTINUOUS BARS IN SPANDRELS, GRADE BEAMS, WALL BEAMS, ETC. AS FOLLOWS: TOP BARS AT MIDSPAN, BOTTOM BARS AT CENTERLINE SUPPORT UNO. 22. HORIZONTAL WALL REINFORCING IN DOUBLE LAYER WALLS SHALL BE STAGGERED. USE #2 SPREADERS APPROXIMATELY EVERY THIRD INTERSECTION EACH DIRECTION FOR ALL DOUBLE LAYER WALLS. 23. MINIMUM WALL REINFORCING SHALL BE: WALL THICKNESS SINGLE LAYER DOUBLE LAYER 7" OR LESS . . . . . . . . . . . . . . . #4 @ 12" OC EA WAY - 8" . . . . . . . . . . . . . . . . . . . . . . . #4 @ 10" OC EA WAY - 9" & 10" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . #4 @ 16" OC EA WAY 11" & 12" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . #4 @ 12" OC EA WAY 24. REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND INSTALLED IN ACCORDANCE WITH ACI 315. 25. FOR REINFORCING STEEL REQUIREMENTS REFER TO REINFORCING STEEL NOTES. 26. FINAL PRODUCT AS INDICATED ON DRAWINGS SHALL COMPLY WITH THE FOLLOWING: A. ALL CONCRETE SHALL HAVE A "CLASS B" FINISH PER ACI 347 WITH GRADUAL IRREGULARITIES LIMITED TO 1/4" IN 10'-0" AS MEASURED WITH A STRAIGHT EDGE. B. SURFACE IRREGULARITIES ATTRIBUTABLE TO PLACEMENT AND CONSOLIDATION DEFICIENCIES AS DEFINED IN ACE 309.2R (E.G., BUG HOLES, HONEYCOMB, ETC.) WILL BE REVIEWED BY THE ARCHITECT AND ENGINEER. UNSATISFACTORY WORK SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. C. GRADUAL SURFACE IRREGULARITIES SHALL NOT BE CUMULATIVE. CONCRETE: FOOTNOTES: 1. ADD WATER REDUCING ADMIXTURES PER SPECIFICATIONS FOR PLACING. 2. FOR HOT WEATHER CONCRETING REFER TO ACI 305R. 3. FOR COLD WEATHER CONCRETING REFER TO ACI 306R. 4. OTHER ADMIXTURES SHALL BE REVIEWED BY THE ENGINEER OF RECORD AND TESTING LABORATORY UPON CONCRETE MIX DESIGN SUBMITTAL. 5. SLUMPS SHALL NOT EXCEED 8" +/- 1 1/2" WHEN USING MID-RANGE WATER REDUCERS. 6. ADDITIONAL WATER SHALL NOT BE ADDED TO THE CONCRETE ONCE THE TRUCK LEAVES THE BATCH PLANT. GRADE METAL DECK FOUNDATIONS SLAB ON WALLS SITE SLAB OVER USE CLASS BE
F
CD
- TYPE
A MIX DESIGN SCHEDULE: 6"±1" 4"±1" 4"±1" 3000 145 1"± 1/4" --- 2500 145 1"± 1/4"
---
--- 145 WEIGHT CONCRETE UNIT (PCF) 3500 1"± 1/4" SIZE (IN) AGGREGATE MAX 0.48 0% MIN TO --- 0.57
--- 25% MAX
- 25% MAX-0 0% MIN TO 0% MIN TO REPLACEMENT (%) MAX WATER TO CEMENT RATIO (%) 0.45 25% MAX FLY ASH STRENGTH "f'c" MIN @ 28 DAYS (PSI) MAX(5) SLUMP (IN) REBAR LAP SCHEDULE: FOOTNOTES: 1. LAP SPLICE LENGTHS ARE FOR GRADE 60 UNCOATED REINFORCING BARS. 2. LAP SPLICE LENGTHS ARE FOR NORMAL WEIGHT CONCRETE. FOR LIGHTWEIGHT AGGREGATE CONCRETE, (WT = 110 PCF) INCREASE LAP SPLICE BY 30%. 3. LAP SPLICE LENGTHS ARE FOR CLASS B LAPS = 1.3 ld. 4. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF FRESH CONCRETE CAST BELOW THE BARS. 5. ADJUST LAP SPLICE LENGTHS AS FOLLOWS: 5.A. FOR BARS AT BEAMS AND COLUMNS WITH COVER LESS THAN 1 BAR DIAMETER OR WITH CLEAR SPACING LESS THAN 2 BAR DIAMETERS, INCREASE LAP SPLICE BY 50%. 5.B. FOR BARS AT ALL OTHER CONDITIONS WITH COVER LESS THAN 1 BAR DIAMETER OR WITH CLEAR SPACING LESS THAN 3 BAR DIAMETERS, INCREASE LAP SPLICE BY 50%. 6. ALL LAP SPLICES SHALL BE CLASS B, UNO #3 TOP BARS (IN) OTHER BARS (IN) f'c=2500 PSI f'c=3000 PSI f'c=3500 PSI f'c=4000 PSI TOP BARS (IN) OTHER BARS (IN) TOP BARS (IN) OTHER BARS (IN) TOP BARS (IN) OTHER BARS (IN) #4#5#6#7#8#9 #10 #11 2533414989 102 114 127 140 BAR SIZE 1925323869788898 108 233037458193 105 116 128 182329356372818998 21283542758697 108 118 162227325866758391 20263339718191 101 111 152025305462707885 REINFORCING STEEL: 1. REINFORCING SHALL CONFORM TO ASTM A615 - GRADE 60 UNO. 2. NO REINFORCING BARS ARE TO BE WELDED UNLESS SPECIFICALLY DETAILED IN CONTRACT DOCUMENTS. ALL BARS SO DETAILED TO BE WELDED SHALL BE ASTM A706 BARS. 3. ALL REBAR TO BE WELDED SHALL BE CONTINUOUSLY INSPECTED BY A QUALIFIED TESTING LABORATORY. CONTRACTOR MUST FURNISH TO THE LABORATORY MILL CERTIFICATES SHOWING CHEMICAL ANALYSIS. ALL PREHEATING AND WELDING SHALL BE DONE BY WELDERS CERTIFIED TO WELD REINFORCING BARS IN ACCORDANCE WITH AWS D1.4 STANDARDS (LATEST EDITION). 4. E80xx ELECTRODE SHALL BE USED FOR ALL REBAR WELDING. 5. TACK WELDING TO REBAR IS STRICTLY PROHIBITED. 6. WIRE FABRIC SHALL CONFORM TO ASTM A185. WELDED WIRE FABRIC SHALL BE LAP SPLICED TWO SQUARES MIN EACH DIRECTION. 7. REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, ETC. TO BE EMBEDDED IN CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING CONCRETE OR GROUTING MASONRY. OBTAIN APPROVAL OF ALL AFFECTED TRADES PRIOR TO PLACING CONCRETE OR GROUTING MASONRY. 8. DRILL THROUGH STEEL COLUMNS AND BEAMS TO PASS CONTINUOUS REINFORCING (1"Ø MAX) UNO. 9. CONTRACTOR SHALL PROVIDE AN ALLOWANCE OF 2% OF THE BID FOR ALL REINFORCING STEEL TO BE USED AT THE DISCRETION OF THE STRUCTURAL ENGINEER. UNUSED AMOUNT TO REVERT TO THE OWNER UPON COMPLETION OF THE JOB. STIFF STIFFENER FFE FINISH FLOOR ELEVATION WWF WT WS WP WF VIF VERT UNO TYP TRAN TOW TOT TOS T.O.SLAB TOF TOC THK THRD T24 SYM STRUC STL ID INSIDE DIAMETER GWB HDG HDHC GALV GL GT GRD GAFT (') FRMG FTG FOS FOM FOC FHWS FLG FND FN FG GYPSUM WALL BOARD GLUE LAMINATED LUMBER HOT DIPPED GALVANIZED HOLD DOWN HANDICAP GALVANIZED GROUT GRADE GAUGE W/ TS FACE OF MASONRY FACE OF CONCRETE FLAT HEAD WOOD SCREW FOOTING FOOT/FEET FRAMING FACE OF STUD FOUNDATION FIELD NAILING FLANGE FINISH GRADE WOOD SCREW WELDED WIRE FABRIC WEIGHT UNLESS NOTED OTHERWISE TITLE 24 CALIFORNIA CODE WORK POINT WIDE FLANGE VERIFIY IN FIELD VERTICAL TYPICAL TUBE STEEL (SEE HSS) TRANSVERSE TOP OF WALL WITH TOP OF STEEL TOP OF SLAB TOP OF FOOTING/ FRAMING TOP OF CONCRETE THREAD OR THREADED SYMMETRICAL STRUCTURAL TOTAL THICK/THICKNESS STEEL STD STAG SSSQSPEC SPSOG SMS SMSLV SLH SIMSHTG SEIS JT SCHED SAD REQ REINF PTPTDF PSL PSI PNPLWD PERP PCPCC OHOPG OWJ ODOCNTS NSG NOM NO (#) NIC MTL MRD MLB MISC MIN MFR MEZZ MECH MCJ MB MAX LWC LWLSLONG LGTH LGLLV LLJST INFO INTR STRUCTURAL ABBREVIATIONS IN (") BOTT BOTTOM DF DOUGLAS FIR EWEXTR EBFAB FFFDEW EF EQ (=) ESEOR EOS (E) ELEV ENEJ EFEADIAG DIA (Ø) DIM DWG DN EXPANSION BOLT EACH WAY EACH FACE ENGINEER OF RECORD EACH WAY FINISH FLOOR FLOOR DRAIN FABRICATE EXTERIOR EACH SIDE EDGE OF SLAB EQUAL EXPANSION JOINT EDGE NAIL ELEVATION EACH FACE EXISTING CONDITION EACH DRAWING DIMENSION DIAGONAL DIAMETER DOWN SJ
R DEPR CTRD CONT DBL CTR CONN CONC COL CMU CLR
CCLG CJ CIP CGCCBRG PL BRCG BYD BTWN BRG CONCRETE MASONRY UNIT DEPRESSED DOUBLE CENTERED CENTER CONTINUOUS CONNECTION CONCRETE COLUMN CLEAR P CONSTRUCTION JOINT/ CONTROL JOINT CAST IN PLACE CENTER OF GRAVITY CENTER TO CENTER BEARING PLATE CENTER LINE CEILING BEYOND BETWEEN BEARING BRACING BLK BLKG BNBOF BOC BMBLDG ARCH APPROX BLW BEV ACALUM ADDNL ALT AGG AFF ABABV @ BOTTOM OF FOOTING/ FOUNDATION BOTTOM OF CONCRETE BOUNDARY NAILING ARCHITECT/ ARCHITECTURAL BLOCK BLOCKING BEAM APPROXIMATE BEVELED BUILDING BELOW ASPHALTIC CONCRETE ABOVE FINISH FLOOR ANCHOR BOLTS ADDITIONAL AGGREGATE ALTERNATE ALUMINUM ANGLE ABOVE AT JT MICROLAM BEAM PRESSURE TREATED/ POINT SHORT LEG HORIZONTAL SEE ARCHITECTURAL DRWG'S. STANDARD STAGGER STAINLESS STEEL SQUARE SPECIFICATION STRUCTURAL PLYWOOD SLAB ON GRADE SHEET METAL SCREWS SHEET METAL SHORT LEG VERTICAL SHRINKAGE JOINT SIMILAR SHEATHING SEISMIC JOINT SCHEDULE REQUIRED REINFORCING RADIUS PRESSURE TREATED DOUG FIR POUNDS PER SQUARE INCH OPEN WEB JOIST PARALLAM STRAND LUMBER PERIMETER NAILING PLYWOOD PERPENDICULAR PRECAST CONCRETE OPPOSITE HAND PLATE PIECE/ PILE CAP OPENING OUTSIDE DIAMETER ON CENTER NOT TO SCALE NON SHRINK GROUT NOMINAL NUMBER OR POUNDS NOT IN CONTRACT METAL ROOF DECK METAL MASONRY CONTROL JOINT LIGHT WEIGHT CONCRETE MISCELLANEOUS MINIMUM MANUFACTURER MEZZANINE MECHANICAL MACHINE BOLT MAXIMUM LIGHT WEIGHT LAG SCREW LONGITUDINAL LONG LEG VERTICAL LIVE LOAD INTERIOR INFORMATION JOINT LENGTH LONG JOIST ACI AMERICAN CONCRETE INSTITUTE INCH AISC AMERICAN INSTITUTE FOR STEEL CONSTRUCTION ASD ALTERNATE STRESS DESIGN AWS AMERICAN WELDING SOCIETY CBC CALIFORNIA BUILDING CODE UBC UNIFORM BUILDING CODE DSA DIVISION OF THE STATE ARCHITECT DL DEAD LOAD CP COMPLETE PENETRATION CE CIVIL ENGINEER f'c MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE STRENGTH OF MASONRY f'm MINIMUM ULTIMATE COMPRESSIVE LLH LONG LEG HORIZONTAL SC SLIP CRITICAL SE STRUCTURAL ENGINEER TN TOE NAIL ICBO INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS Fy SPECIFIED YIELD STRENGTH OF REIFORCING, PSI OR SPECIFIED MINIMUM YIELD STRESS OF STEEL, KSI FLR FLOOR ICC INTERNATIONAL CODE COUNCIL APA THE ENGINEERED WOOD ASSOCIATION DTL DETAIL
C CAMBER
L
LRS ROUGH SAWN HDR HEADER DIR DIRECTION LSL LAMINATED STRAND VENEER MAS MASONRY PSF POUNDS PER SQUARE FOOT PLF POUNDS PER LINEAR FOOT RET RETURN RETG RETAINING BRKT BRACKET LVL LAMINATED VENEER LUMBER SCL STRUCTURAL COMPOSITE LUMBER NHR NO HOLDOWN REQUIRED IBC INTERNATIONAL BUILDING CODE (N) NEW CONDITION OSB ORIENTED STRAND BOARD O/ OVER BC BOTTOM CHORD TC TOP CHORD HKHSB HTHORIZ HOOK HIGH STRENGTH BOLT (A325) HEIGHT HORIZONTAL HSS HOLLOW STRUCTURAL SECTION SW SHEARWALL T&B TOP AND BOTTOM ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS AISI AMERICAN IRON AND STEEL INSTITUTE CRSI CONCRETE REINFORCING STEEL INSTITUTE LRFD LOAD AND RESISTANCE FACTOR DESIGN NF NEAR FACE NWC NORMAL WEIGHT CONCRETE ∠ DESIGN CRITERIA: 2022 CALIFORNIA BUILDING CODE (CBC) LIVE LOADS CEILING STORAGE LOAD = 125 PSF (NON-REDUCIBLE) WIND (ASCE 7-16 SIMPLIFIED ANALYSIS) EXPOSURE C RISK CATEGORY II BASIC WIND SPEED = 94 MPH SEISMIC (ASCE 7-16 EQUIVALENT LATERAL FORCE PROCEDURE) RISK CATEGORY II Ie = 1.0 SITE CLASS = D (DEFAULT) Ss = 0.468g SDS = 0.445g S1 = 0.230g SD1 = 0.328g SDC = D LIGHT FRAMED WOOD SHEATHED SHEAR WALLS (BATHROOM WITH OVERHEAD STORAGE) R = 6.5 Ω o = 3.0 Cd = 4.0 Cs = 0.0684 (STRENGTH DESIGN) CONSTRUCTION JOINTS: 1. ALL CONSTRUCTION JOINTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 318-11 SECTION 6.4 AND THE TYPICAL CONSTRUCTION JOINT DETAILS SHOWN ON THE STRUCTURAL DRAWINGS. 2. ALL SURFACES OF CONSTRUCTION JOINTS SHALL BE CLEANED TO REMOVE DUST, CHIPS, OR OTHER FOREIGN MATTER PRIOR TO PLACING THE ADJACENT CONCRETE. 3. THE CONTRACTOR SHALL SUBMIT THE PROPOSED LOCATIONS OF CONSTRUCTION JOINTS TO THE ENGINEER FOR REVIEW BY THE STRUCTURAL ENGINEER BEFORE STARTING CONSTRUCTION. S-001 STRUCTURAL NOTES 1. THE PRESUMPTIVE LOAD-BEARING VALUES ARE PER CBC TABLE 1806.2 WITH A "CLASS OF MATERIALS" TYPE 5: A. VERTICAL FOUNDATION PRESSURE = 1,500 PSF DL + LL AND 2,000 PSF DL + LL + SHORT TERM FORCES. B. LATERAL BEARING PRESSURE = 100 PSF/FT BELOW NATURAL GRADE. C. LATERAL SLIDING RESISTANCE = 130 PSF COHESION TIMES THE SURFACE CONTACT AREA. 2. ALL SUBGRADE PREPERATION, SITEWORK, GRADING, UTILITY TRENCHING, ETC. SHALL BE DONE IN COMPLIANCE WITH THE CBC. 3. A GEOTECHNICAL ENGINEER HIRED BY THE OWNER SHALL INSPECT THE EXCAVATIONS AND FOUNDATIONS PER THE ABOVE AND THE CONSTRUCTION DOCUMENTS. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SHORE AND BRACE AS REQUIRED. SEE SAFETY NOTES FOR ADDITIONAL INFORMATION. 5. ALL FOUNDATIONS ARE SHOWN AND DIMENSIONED AS BEING FORMED. FOUNDATIONS MAYBE PLACED IN NEAT EXCAVATIONS PROVIDED FOOTINGS ARE INCREASED 2" IN WIDTH, SEE TYPICAL EXCAVATION DETAIL. 6. EXCAVATIONS SHALL BE CLEANED OF ALL DEBRIS AND LOOSE SOIL. STANDING WATER SHALL BE REMOVED PRIOR TO CONCRETE PLACEMENT. 7. FOUNDATION DEPTHS INDICATED ON PLANS ARE MINIMUMS AND ARE FOR ESTIMATING PURPOSES. FINAL DEPTHS OF FOOTINGS MAY CHANGE AT THE TIME OF EXCAVATION. 8. BOTTOMS OF ALL FOUNDATIONS SHALL BE LEVEL. CHANGES IN BOTTOM OF FOUNDATION ELEVATION SHALL BE MADE ACCORDING TO STEPPED FOOTING DETAILS. 9. FOOTINGS SHALL BE CENTERED UNDER WALLS AND/OR COLUMNS UNLESS OTHERWISE INDICATED ON DRAWINGS. 10. CONTRACTOR SHALL CHECK FOOTING FORMS TO VERIFY THAT THEY ARE SQUARE & PLUMB. THE CONTRACTOR SHALL ALSO VERIFY THAT ALL INSERTS & EMBEDS ARE IN THEIR CORRECT LOCATION & ORIENTATION PRIOR TO PLACING CONCRETE. 11. NOTIFY THE STRUCTURAL ENGINEER 48 HOURS IN ADVANCE OF PLACING CONCRETE. 12. FOOTING DEPTHS SPECIFIED ARE FROM LOWEST ADJACENT SUBGRADE, UNLESS NOTED OTHERWISE. FOUNDATIONS:
7-7-2025 T S EA P STATE RED REG ST IHCI M E RUCTUR NIA R OF CALIFO DOUGL E L EK BA No. S4721 L A A R IN G EE N A S ROFE SION R S L 916.365.4740 MSEi JOB#: 25-004 FOLSOM, CA 95630 1843 IRON POINT ROAD, SUITE 100 Copyright WMB, Inc. 2000 L Street Suite 125 Sacramento, CA 95811 T 209.944.9110 F 209.944.5711 www.wmbarchitects.com 5757 Pacific Avenue Suite 226 Stockton, CA 95207 WMB Project No. 2025-05-23 2:57:31 PM Soccer Complex Maintenance Yard 25-003 2600 Westbrook Boulevard Roseville, CA 95747 DATE PURPOSE PUBLISH HISTORY: No. 07.03.25 INITIAL SUBMITTAL PRIOR TO FABRICATION, SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY THE STRUCTURAL ENGINEER: 1. THE CONTRACTOR AGREES THAT SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. 2. THE CONTRACTOR AGREES THAT THE PURPOSE OF SHOP DRAWING SUBMITTALS IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN INTENT OF THE PROJECT AND COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS BY INDICATING WHICH MATERIAL THE CONTRACTOR INTENDS TO FURNISH AND INSTALL AND BY DETAILING THE FABRICATION AND INSTALLATION METHODS THE CONTRACTOR INTENDS TO USE. 3. THE CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS ON THE SHOP DRAWINGS, WHICH MUST BE CONFIRMED AND CORRELATED AT THE JOB SITE, FOR COORDINATION OF HIS OR HER WORK WITH THAT OF ALL OTHER TRADES AND FOR PERFORMING WORK IN A SAFE AND SATISFACTORY MANNER. 4. THE CONTRACTOR IS RESPONSIBLE FOR MATERIAL QUANTITIES ON THE SHOP DRAWINGS. 5. CONTRACTOR IS TO REVIEW AND BE IN AGREEMENT WITH COMMENTS BY THE STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH FABRICATION. 6. THE SHOP DRAWINGS SHALL BE PREPARED FROM FRESH WORK. REPRODUCTIONS OF THE APPROVED DRAWINGS IS NOT PERMITTED. 7. PRIOR TO SUBMISSION THE CONTRACTOR SHALL REVIEW ALL SUBMITTALS FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS AND SHALL STAMP SUBMITTALS AS BEING "REVIEWED FOR CONFORMANCE". 8. ANY DETAIL ON THE SHOP DRAWING THAT DEVIATES FROM THE CONTRACT DOCUMENTS SHALL BE CLEARLY MARKED WITH THE NOTE "THIS IS A CHANGE". SEE GENERAL NOTES FOR MATERIAL SUBSTITUTIONS. 9. SHOP DRAWINGS OR CALCULATIONS SUBMITTED FOR REVIEW THAT REQUIRE MORE THAN ONE RESUBMITTAL FOR REVIEW SHALL BE BILLED HOURLY FOR SUCH TIME TO THE GENERAL CONTRACTOR. THE THIRD REVIEW WILL NOT PROCEED WITHOUT WRITTEN APPROVAL FROM THE GENERAL CONTRACTOR FOR ADDITIONAL ENGINEERING REVIEW SERVICES. 10. CAD FILES OF APPROVED DRAWINGS WILL NOT BE PROVIDED TO THE CONTRACTOR, SUBCONTRACTOR OR FABRICATOR FOR THE PREPARATION OF SHOP DRAWINGS. SHOP DRAWINGS: 3"x3"x1/4" 3"x3"x5/16" 5"x5"x1/2" 3"x3"x1/4" (3) 1/2"x3-1/2"x3/8" (3) 3/4"x3-3/4"x3/8" 3"Øx7/16" 4"Øx1/2" 5"Øx5/8" 3/4" (2" OD) 7/8" (2-1/4" OD) 1/2"Ø 5/8"Ø 3/4"Ø 1"Ø 1-1/4"Ø 1/2"Ø 5/8"Ø 7/8"Ø (2) 1/2"Øx1/4" (2) 3/4"Øx5/16" (3) 1/2"Øx7/16" (1) 3/8" (3" OD) (1) 1/2" (3-1/4" OD) 7/8"Ø 1"Ø CONTINUOUS BLOCKING3/4"Ø 1" (2-1/2" OD) 1. ALL STRUCTURAL WOOD SHALL CONFORM WITH THE FOLLOWING SPECIFICATIONS: A. DOUGLAS FIR- COAST REGION . . . . . . . . . . . . . . . . WEST COAST LUMBER INSPECTION BUREAU GRADING RULES #17. B. REDWOOD. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CALIFORNIA REDWOOD ASSOCIATION GRADING RULES, 2000 EDITION. C. GLUED LAMINATED BEAMS . . . . . . . . . . . . . . . . . . . STANDARD SPECIFICATION FOR STRUCTURAL GLUE LAMINATED TIMBER, AITC 117. D. SHEATHING. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . APA VOLUNTARY PRODUCT STANDARD PS 2-10 FOR WOOD BASED STRUCTURAL-USE PANELS. E. ENGINEERED LUMBER . . . . . . . . . . . . . . . . . . . . . . . WEYERHAEUSER MICROLLAM LAMINATED VENEER LUMBER (LVL), ICC ESR-1387 . . . . . . . . . . . . . . . . . . . . . . . . WEYERHAEUSER PARALLAM (PSL), ICC ESR-1387 2. MINIMUM GRADES SHALL BE: A. STRUCTURAL FRAMING . . . . . . . . . . . . . . . . . . . . . POSTS DF #1, 6x8 HEADERS DF #1, ALL OTHER DF #2 UNO . . . . . . . . . . . . . . . . . . . . . CEILING JOISTS DF #2 & BLOCKING DF #2 . . . . . . . . . . . . . . . . . . . . . ALL MEMBERS TO BE FREE OF HEART CENTER. TYP. UNO B. GLUED LAMINATED MEMBERS. . . . . . . . . . . . . . . . . COMBINATION 24F-V4 FOR SIMPLE SPANS AND COMBINATION 24F-V8 FOR CANTILEVERS AND CONTINUOUS CONDITIONS. C. STRUCTURAL SHEATHING . . . . . . . . . . . . . . . . . . . . WALL SHEATHING: 15/32" APA RATED SHEATHING EXP 1 (UNO), 5 PLY 32/16. OSB D. ROOF SHEATHING: . . . . . . . . . . . . . . . . . . . . . . . . . . 19/32" APA RATED SHEATHING EXP 1, UNO, 5-PLY 40/20 OSB E. FLOOR SHEATHING: . . . . . . . . . . . . . . . . . . . . . . . . . 23/32" APA RATED STURD-I-FLOOR EXP 1, UNO, 5-PLY 48/24 TONGUE AND GROOVE OSB F. LVL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SHALL MEET THE FOLLOWING STRUCTURAL PROPERTIES: Fb = 2600 PSI Fv = 285 PSI E = 1.9E6 PSI G. PSL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SHALL MEET THE FOLLOWING STRUCTURAL PROPERTIES: Fb = 2900 PSI Fv = 290 PSI E = 2.0E6 PSI 3. WALLS SHALL HAVE DOUBLE TOP PLATES, LAPPED AT WALL AND PARTITION INTERSECTION WITH 3-16d NAILS. SPLICE UPPER AND LOWER PLATES AS SHOWN IN TYPICAL WALL FRAMING DETAIL. 4. PROVIDE SOLID BLOCKING BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS & AT 12' OC. 5. WHEN TOP PLATES ARE NOTCHED OR BORED- SEE TYPICAL DETAIL. 6. HOLES FOR BOLTS IN WOOD SHALL BE BORED WITH A BIT OF THE SAME NOMINAL DIAMETER AS THE BOLT + 1/16". 7. HOLES FOR LAG SCREWS SHALL BE FIRST BORED TO THE SAME NOMINAL DIAMETER AND DEPTH AS THE SHANK. THE REMAINING LENGTH OF THE HOLE SHALL BE BORED NO LARGER THAN THE ROOT OF THE THREAD. 8. LAG SCREWS AND WOOD SCREWS SHALL BE SCREWED AND NOT DRIVEN INTO PLACE. 9. ALL BOLTS AND LAG SCREWS SHALL BE PROVIDED WITH METAL WASHERS UNDER HEADS AND NUTS WHICH BEAR ON WOOD. APPLIES ALSO TO EXPANSION AND EPOXY ANCHORS. 10. ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED AT TIME OF INSTALLATION AND RE-TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. 11. INSTALL ALL STRUCTURAL PLYWOOD ON ROOF AND FLOORS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. 12. CROSS BRIDGING BETWEEN JOISTS OR RAFTERS- SEE FRAMING PLANS AND TYPICAL DETAIL. 13. JOISTS UNDER AND PARALLEL TO NON-BEARING PARTITIONS SHALL BE DOUBLED AND NAILED TOGETHER. 14. WHERE FRAMING HANGERS ARE REQUIRED AND ARE NOT SHOWN ON SECTIONS, DETAILS OR PLANS THE FOLLOWING SIMPSON HANGERS SHALL BE USED. SLOPE, SKEW, TURN IN FLANGES AND PROVIDE TOP FLANGE HANGERS AS REQUIRED.h A. 2X & 3X MEMBERS . . . . . . . . . . . . . . . . . . . . . . . . . . . U HANGERS B. 4X MEMBERS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . HU HANGERS C. 6X MEMBERS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . HUTF HANGERS D. I-JOIST MEMBERS. . . . . . . . . . . . . . . . . . . . . . . . . . . . MIT HANGERS E. GLU LAM MEMBERS. . . . . . . . . . . . . . . . . . . . . . . . . . LEG HANGERS 15. ALL METAL HARDWARE SHALL BE MANUFACTURED BY SIMPSON STRONG TIE COMPANY, OR APPROVED EQUAL. ALL ITEMS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 16. WOOD SYMBOLS: 17. PROVIDE PLYWOOD EDGE NAILING AROUND ALL OPENINGS AND BLOCK ALL UNSUPPORTED PLYWOOD EDGES. 18. UPSET THREADS ON SILL BOLTS ARE NOT ALLOWED. 19. ALL FRAMING LUMBER SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 19% AT THE TIME OF INSTALLATION AND SHALL BE AT 19% MAXIMUM MOISTURE CONTENT (VERIFIED BY INSPECTOR OF RECORD) BEFORE BEING ENCLOSED BY INSULATION, GYPBOARD, OR OTHER SURROUNDING ARCHITECTURAL MATERIALS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROVIDE LUMBER MEETING THESE CRITERIA. 20. BOLTS ARE NOT TO BE INSTALLED IN LUMBER OVER 19% MOISTURE CONTENT. 21. EDGE NAILING OF STRUCTURAL WALL SHEATHING TO THE SILL PLATE SHALL NOT OCCUR UNTIL ROOF FRAMING AND SHEATHING IS COMPLETE. 22. ALL FASTENERS INTO PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED. 23. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 24. GLUED LAMINATED MEMBERS: A. ALL FLOOR BEAMS AND WALL HEADERS SHALL HAVE 3500 FT RADIUS CAMBER, UNO. ALL ROOF BEAMS SHALL HAVE 2000 FT RADIUS CAMBER, UNO. B. TESTING & INSPECTION OF GLUED LAMINATED BEAMS SHALL BE IN ACCORDANCE WITH CBC SECTION 1704A.6.2. C. SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION OF GLUED LAMINATED MEMBERS. SHOP DRAWINGS SHALL INDICATE BEAMS AS SIMPLE OR CONTINUOUS. D. APPEARANCE OF MEMBERS SHALL BE FRAMING OR INDUSTRIAL APPEARANCE EXCEPT MEMBERS IN EXPOSED ARCHITECTURAL APPLICATIONS SHALL BE ARCHITECTURAL APPEARANCE, UNO. E. SHADED AREAS BELOW SHALL HAVE A 6" MIN JOINT SPACING IN ADJACENT LAMINATIONS. TENSION ZONE 1/8 DEPTH + 1 LAM SIMPLE SPAN BEAMS TENSION ZONE = TOP & BOTTOM, FULL LENGTH CONTINUOUS & CANTILEVER BEAMS 1/8 DEPTH + 1 LAM WOOD: MALLEABLE IRON WASHER BOLT-DIA STEEL WASHER CARRIAGE BOLT-DIA WROUGHT IRON WASHER NAILING NOTES & SCHEDULE: 1. ALL NAILS FOR STRUCTURAL WORK SHALL BE COMMON STEEL WIRE NAILS. HOLES SHALL BE PRE-DRILLED WHERE NECESSARY TO PREVENT SPLITTING. NAILING NOT NOTED IN SCHEDULE OR ON DRAWINGS SHALL BE A MINIMUM OF TWO NAILS AT EACH CONTACT: 8d FOR 1x MATERIAL AND 16d FOR 2x MATERIAL. 2. NAILS AND SPIKES USED IN WET OR EXTERIOR LOCATIONS SHALL BE HOT-DIPPED ZINC COATED GALVANIZED STEEL PER CBC SECTION 2304.9.1.1. 3. FASTENERS FOR PRESSURE - PRESERVATIVE TREATED AND FIRE RETARDANT TREATED LUMBER SHALL BE HOT-DIPPED ZINC COATED GALVANIZED STEEL PER CBC SECTION 2304.9.5. 4. PNEUMATIC FASTENERS INSTALLED IN SIMPSON HARDWARE SHALL BE APPROVED BY SIMPSON AND THE BUILDING DEPT PRIOR TO INSTALLATION. 5. PNEUMATIC FASTENERS TO BE INSTALLED INTO PLYWOOD SHEATHING SHALL BE THE BUILDING DEPT APPROVED AND SHALL FALL WITHIN THE 10% TOLERANCE LIMIT FOR HAND DRIVEN NAILS PER ASTM F1667 FOR HEAD DIAMETER. ALL NAIL HEADS TO BE FULL ROUND HEADS. 6. MINIMUM NAIL DIMENSIONS: NAIL 8d 10d 16d 20d SHANK DIAMETER .131" .148" .162" .192" HEAD DIAMETER .281" .312" .344" .192" LENGTH 2 1/2" 3" 3 1/2" 4" 1. SIMPSON HARDWARE FOR THIS PROJECT HAS BEEN SPECIFIED USING 100% OF THE ALLOWABLE LOAD VALUES AND PRODUCT INFORMATION GIVEN IN THE SIMPSON CATALOG C-C 2017 DATED 2017-2018. 2. PLANS, SECTIONS AND DETAILS INDICATE GENERAL PRODUCT TYPE AND ANY REQUIRED MODIFICATIONS (e.g. SLOPES AND SKEWS). SPECIFIC CATALOG CALL OUTS ARE DETERMINED BY INDIVIDUAL MEMBER SIZES. EXAMPLES: PLANS/SECTIONS INDICATE 2x10 MEMBERS SUPPORTED BY SIMPSON 'U' HANGERS. SIMPSON CALL-OUT: U210. PLANS/SECTIONS INDICATE 5 1/8"x18" GLB SUPPORTED BY 4x6 POST AND SIMPSON ECC CAP. SIMPSON CALL-OUT: ECC5&1/4-4 OR OPTION WITH STRAPS ROTATED 90° ECC5&1/4-6. 3. WHERE THE SIMPSON CATALOG INDICATES TWO SIZES MAY BE USED FOR THE SAME SIZE MEMBER, USE THE LARGER SIZE. EXAMPLE: PLANS/SECTIONS INDICATE 4x8 MEMBER SUPPORTED BY SIMPSON LUS HANGERS. SIMPSON CATALOG INDICATES LUS46 OR LUS48 MAY BE USED. THE LUS48 SHALL BE USED, UNO. 4. USE SIMPSON 'MAX' NAILING CONFIGURATION (FILL ALL HOLES WITH NAILS), TYPICAL UNO. 5. WHERE OPTIONAL NAIL SIZES ARE INDICATED IN SIMPSON CATALOG, USE LARGEST NAIL SIZE LISTED, TYPICAL, UNO. 6. SIMPSON HARDWARE SUPPLIER SHALL SUBMIT MATERIAL LIST ITEMIZING HANGER DESIGNATION, LOAD RATING, SUPPORTED MEMBER SIZE AND LOCATION OF INSTALLATION FOR REVIEW BY THE ENFORCEMENT AGENCY AND THE STRUCTURAL ENGINEER. TYPICAL SIMPSON HARDWARE NOTES: CONNECTION (3) 8d COMMON NIALING1 (2) 8d COMMON (2) 8d COMMON (3) 8d COMMON (2) 16d COMMON 16d @ 16" OC (3) 16d PER 16" (4) 10d COMMON, TOENAIL OR (2) 16d COMMON, END NAIL 16d @ 24" OC 16d @ 16" OC (3) 8d COMMON 8d @ 6" OC (2) 16d COMMON 16d COMMON @ 16" OC ALONG EA EDGE (4) 8d COMMON (3) 8d COMMON (3) 16d COMMON (3) 16d COMMON (3) 8d COMMON (3) 8d COMMON (3) 8d COMMON (2) 8d COMMON 16d COMMON @ 24" OC 20d COMMON @ 32" OC @ T&B STAGGERED ON OPPOSITE SIDES (2) 20d @ ENDS & @ EA SPLICE 16d COMMON @ EA BEARING 6d3,12 8d4 OR 6d 5 8d3 10d4 OR 8d 5 6d5 8d5 10d4 OR 8d 5 6d6 8d6 NO. 11 ga8 6d4 NO. 16 ga STAPLE9 NO. 11 ga8 8d4 NO. 16 ga STAPLE9 4d10 6d11 MINIMUM NAILING SCHEDULE (UNO): (REFERENCE CBC TABLE 2304.9.1) 1. JOIST TO SILL OR GIRDER, TOENAIL 2. BRIDGING TO JOIST, TOENAIL EA END 3. 1"x6" SUB FLOOR OR LESS TO EA JOIST, FACE NAIL 4. WIDER THAN 1"x6" SUB FLOOR TO EA JOIST, FACE NAIL 5. 2" SUB FLOOR TO JOIST OR GIRDER, BLIND & FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING, TYP FACE NAIL SOLE PLATE TO JOIST OR BLOKING, @ BRACED WALL PANELS 7. TOP PLATE TO STUD 8. STUD TO SOLE PLATE 9. DOUBLE STUDS, FACE NAIL 10. DOUBLE TOP PLATES, TYP FACE NAIL DOUBLE TOP PLATES, LAP SPLICE 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL 12. RIM JOIST TO TOP PLATE, TOENAIL 13. TOP PLATES, LAPS & INTERSECTIONS, FACE NAIL 14. CONTINUOUS HEADER, TWO PIECES 15. CEILING JOISTS TO PLATE, TOENAIL 16. CONTINUOUS HEADER TO STUD, TOENAIL 17. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 18. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 19. RAFTER TO PLATE, TOENAIL 20. 1" DIAGONAL BRACE TO EA STUD & PLATE, FACE NAIL 21. 1"x8" SHEATHING TO EA BEARING, FACE NAIL 22. WIDER THAN 1"x8" SHEATHING TO EA BEARING, FACE NAIL 23. BUILT-UP CORNER STUDS 24. BUILT-UP GIRDER & BEAMS, FACE NAIL 25. 2" PLANKS 26. WOOD STRUCTURAL PANELS & PARTICLEBOARD:2 SUBFLOOR, ROOF & WALL SHEATHING (TO FRAMING):2 1/2" OR LESS 19/32" - 3/4" 7/8" - 1" 1 1/8" - 1 1/4" SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMENT TO FRAMING):2 3/4" OR LESS 7/8" - 1" 1 1/8" - 1 1/4" 27. PANEL SIDING (TO FRAMING): 1/2" OR LESS 5/8" 28. FIBERBOARD SHEATHING:7 1/2" 25/32" 29. INTERIOR PANELING 1/4" 3/8" NOTES: 1. COMMON OR BOX NAILS MAY BE USED EXCEPT WHERE OTHERWISE STATED. 2. NAILS SPACED AT 6" OC AT EDGES, 12" AT INTERMEDIATE SUPPORTS EXCEPT 6" AT ALL SUPPORTS WHERE SPANS ARE 48" OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2305. NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING. 3. COMMON OR DEFORMED SHANK. 4. COMMON. 5. DEFORMED SHANK. 6. CORROSION-RESISTANT SIDING OR CASING NAIL. 7. FASTENERS SPACED AT 3" OC AT EXTERIOR EDGES AND 6" OC AT INTERMEDIATE SUPPORTS. SPACING SHALL BE 6" OC ON THE EDGES AND 12" OC AT INTERMEDIATE SUPPORTS FOR NONSTRUCTURAL APPLICATIONS. 8. CORROSION-RESISTANT ROOFING NAILS WITH 7/16"Ø HEAD AND 1 1/2 " LENGTH FOR 1/2" SHEATHING AND 1 3/4" LENGTH FOR 25/32" SHEATHING. 9. CORROSION-RESISTANT STAPLES WITH NOMINAL 7/16" CROWN & 1 1/8" LENGTH FOR 1/2" SHEATHING AND 1 1/2" LENGTH FOR 25/32" SHEATHING. PANEL SUPPORTS AT 16" (20" IF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED). 10. CASING OR FINISH NAILS SPACED AT 6" OC ON PANEL EDGES, 12 " OC AT INTERMEDIATE SUPPORTS. 11. PANEL SUPPORTS AT 24" CASING OR FINISH NAILS SPACED AT 6" ON PANEL EDGES, 12" AT INTERMEDIATE SUPPORTS. 12. FOR ROOF SHEATHING APPLICATIONS, 8d NAILS (2 1/2"x0.113") ARE THE MINIMUM REQUIRED FOR WOOD STRUCTURAL PANELS. (4) 10d COMMON, TOENAIL OR (2) 16d COMMON, END NAIL (8) 16d COMMON S-002 STRUCTURAL NOTES
8"
8"
NTS
EDGE OF SLAB
2 SOG
#4 CONT
D
D
ddd
6 x d OR 3" MIN 12 x d
90°
2 1/2" MIN
4 x d OR
180°
TYPICAL END HOOKS TYPICAL TIE & STIRRUP
135°
D
TYPICAL BEND
#3 - #8
#14 & #18
#9 - #11
6 x d
8 x d
10 x d
REBAR D
DETAIL NOTES:
1. D= DIAMETER OF BEND
2. d= DIAMETER OF REBAR
3. ALL HOOKS SHALL BE 90° OR 180° STANDARD HOOKS
UNLESS OTHERWISE SHOWN OR NOTED #3-#5 - 6 x d #6-#8 - 12 x d
MINIMUM BEND DIAMETER
TIES & STIRRUPS
4 x d
6 x d
REBAR
#3 - #5
#6 - #8
D
NTS
STANDARD REBAR HOOKS AND BENDS
1 BEND & END HOOKS MINIMUM BEND DIAMETER
FTG. WIDTH
(+2" @ NEAT EXCAVATION)
1x8
2x12 2x12
NTS
TYPICAL FOOTING EXCAVATION
3 4"
CONCRETE FILL WHERE PIPE
OR CONDUIT RUNS BELOW
FOOTING (SHOWN SHADED
FOR CLARITY)
D
SLEEVE MIN
SLEEVE
2'-0" MIN
MIN
2d OR 6" MIN,
TYP 6"
9" MIN
PIPES & CONDUIT PERPENDICULAR
TO FOOTING
CONC FTG
PIPES & CONDUIT TO BE LOCATED IN
MIDDLE 1
3 OF FTG - ALL PIPES TO CLR
SLEEVE BY 1" ALL AROUND
NOTES:
1. CONCRETE FILL SHALL HAVE f'c @ 28 DAYS > 3000 PSI.
2. CONCRETE FILL TO BE SAME WIDTH AS FTG AND FULL WIDTH OF PIPE TRENCH. STEP FTG IF PIPE IS MORE THAN 2'-6" BLW BOTT OF FTG.
3. NO PIPE SHALL BE PLACED BLW SPREAD FTGS - TYPICAL.
4. IF PIPE IS IN PLACE PRIOR TO CASTING CONCRETE, WRAP PIPE W/ 1" THICK GLASS WOOL INSULATION IN LIEU OF SLEEVE.
5. PROVIDE 2" CLR MINIMUM, BTWN PIPES OR CONDUIT & REINFORCING.
6. NO PIPES UNDER PRESSURE ALLOWED WITHIN FTG IN LONGITUDINAL DIRECTION.
7. CONDUITS WITHIN FTG SHALL BE LOCATED SUCH THAT VERTICAL RISERS DO NOT CROSS ADJACENT HORIZONTAL CONDUIT. MINIMUM COVER SHALL BE 1
1 2" AND 2d MINIMUM
SEPARATION.
d
PERPENDICULAR TO FOOTING
NTS
PIPE & CONDUIT DETAILS
6 9" MIN
2'-0" MIN
2 1
2'-0" MIN
SIMILAR TRENCHING
RESTRICTIONS EA SIDE
OF FOOTING
CONC FILL WHERE
REQD, PER NOTE 1
CONC FTG
TRENCH
PIPE OR
CONDUIT
PIPE & SLEEVE
WHERE OCCURS
NO DIGGING FOR
TRENCH BELOW
THESE LINES
LOWERED NO DIGGING
LINE PER NOTE 1.
PIPES & CONDUIT PARALLEL
TO FOOTING
1 2
NOTES:
1. WHERE TRENCH OCCURS BELOW "NO DIGGING LINE" (SHOWN AS HEAVY DASHED
LINE), LOWER BOTT OF FOOTING WITH CONC FILL TO LOWER NO DIGGING LINE AS REQD (SHOWN AS LT DASHED LINE).
2. IN LIEU OF LOWERING BOTT OF FOOTING WHERE TRENCH OCCURS BLW NO
DIGGING LINE, FILL PORTION OF TRENCH BLW NO DIGGING LINE W/ CONC FILL PRIOR TO EXCAVATING FOOTING. PROVIDE SLEEVE W/ 1" CLR AROUND PIPE ENCASED IN CONC.
3. SEE PIPES PERPENDICULAR TO FOOTING FOR ADDITIONAL NOTES. SEE NOTE 2
CONC FILL, SEE NOTE
2 9"
PARALLEL TO FOOTING
NTS
PIPE & CONDUIT DETAILS 10
6"
MIN
TYP
2x RISE
MIN TYP 'D' MIN TYP 12" MAX RISE
2x RISE 'D' MIN TYP 3" CLR LAP
SPLICE
3" CLR
SLOPE IF REQ BY SOIL
CONDITIONS 3" CLR3" CLR
2" CLR
3" CLR 'D'
S S
STEP IN FOOTING
AS INDICATED ON
FOUNDATION PLAN
TOP OF FTG WHERE REQ TO
REMAIN LEVEL
#4 MIN VERT @ 18" OC W/ STD
HOOK @ BOTTOM WHERE TOP
OF FTG LEVEL ONLY
#4 MIN HORIZ @ 18" OC WHERE
TOP OF FTG LEVEL ONLY
LAP
SPLICE
CONT TOP BARS WHERE
OCCUR & TOP OF FTG LEVEL
NOTES:
1. REINFORCING TO MATCH SIZE, NUMBER AND
SPACING OF FOOTING TOP BARS & TIES
SHOWN DOTTED (WHERE OCCURS).
SEE NOTE 1
NTS
STEPPED FOOTING 15
LAP
TYP UNO
1st POUR 2nd POUR FTG STEM WALL CURB WHERE OCCURS
3" 3"
NTS
FOOTING CONSTRUCTION JOINT
4 TYP LONGITUDINAL REINF
VERT REING WHERE OCCURS
ADD TIE OR VERT ES
OF JOINT
OPTION:
USE METAL K-LAM IN LIEU OF KEYS FOR FULL
DEPTH OF FOUNDATION AT UNEXPOSED FND ONLY.
2x6 BEV KEY FULL WIDTH
@ 12" MAX SPACING
ISOLATION JOINT
COL FOOTING
FACE OF WALL/
CONSTRUCTION JOINT
POUR
FIRST SECOND
POUR
SLAB & REINF CONTROL JOINT
PER PLAN T/4 T/2 T/4
T
T T/4
1/8"
TOOLED JT
3/4" MIN
SAWCUT SLAB AS SOON AFTER POUR
AS POSSIBLE WITHOUT SPALLING
CORNERS BUT NO MORE THEN 2
HOURS AFTER INITIAL SET, OR USE
& REINF PREFORMED PLASTIC STRIP
PER PLAN
1 LAYER
30 LB FELT
BEVELED KEY IN
FIRST POUR
SLAB
1/2"Ø x 24" SMOOTH
DOWEL @ 24" OC MAX,
CTRD ON CJ GREASE
PORTION OF DOWEL IN
2 ND
POUR, UNO
NOTES:
1. PROVIDE CONST OR CONTROL JOINTS AT MAX SPACING (PER
CONSTRUCTION JOINT NOTE ON S-001. TO DIVIDE SLAB INTO RECTANGULAR AREAS W/ LONG TO SHORT DIMENSION RATIO NOT TO EXCEED 1 1/2 TO 1. AREAS
SHALL NOT HAVE RE-ENTRANT CORNERS.
2. WHERE COLUMNS OCCUR, PROVIDE CONSTRUCTION OR
CONTROL JOINTS AT C OF COLUMNS & SUBDIVIDE W/
ADDITIONAL JOINTS PER NOTE 1 AS REQUIRED.
MILD STEEL REINFORCEMENT
NTS
SLAB CONTROL JOINTS
8 SLAB &
REINF
PER
PLAN
L 3" CLR
EDGE MIN Le
AT SSTB ANCHORS
NTS
HOLDOWN DETAIL 12
SP EN FULL HT OF DBL 2x OR POST.
SEE HOLDDOWN SCHEDULE ON S-201
FOR MIN FRMG DEPTH.
SP
SIMPSON SDS SCREWS OR MB
EN
DBL 2x STUD W/ 16d @ 4" OC
STAGGERED OR POST PER
HOLDDOWN SCHEDULE ON S-201
SP ON INSIDE FACE
WHERE REQ W/ EN
SILL PLATE PER
SHEARWALL SCHEDULE
SSTB ANCHOR PER
HOLDDOWN
SCHEDULE ON S-201
7-7-2025
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No. S4721
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916.365.4740 MSEi JOB#: 25-004 FOLSOM, CA 95630
1843 IRON POINT ROAD, SUITE 100
Copyright WMB, Inc.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
2025-05-23 2:57:31 PM
Soccer Complex
Maintenance Yard
25-003
2600 Westbrook Boulevard
Roseville, CA 95747
DATE PURPOSE
PUBLISH HISTORY:
No.
07.03.25 INITIAL SUBMITTAL
S-101
TYPICAL DETAILS
WIDTH OF OPENING
3-16d
2-16d @ 2x4 STUD (TYP)
3-16d @ 2x6 STUD (TYP)
A35 CLIP WHERE OPENING
EXCEEDS 6'-0"
FULL HEIGHT KING STUD
PER SCHEDULE BELOW
2-2x CRIPPLE STUD WHEN
OPENING WIDTH EXCEEDS 6'-0"
A35 CLIP WHERE OPENING
EXCEEDS 6'-0"
2x PRESSURE TREATED DF
SILL PLATE
2x CRIPPLE STUD
HEADER
2-2x (6'-1" to 10'-0") WIDE
@ OPENINGS
1-2x (LESS THAN 6'-0")
WIDE @ OPENINGS
STUDS
UNDER
WINDOW
1-A35 CLIP @ 1-2x JAMB
2-A35 CLIP @ 2-2x JAMB
16d @ 12" OC (TYP)
HEADER SHALL BE FULL
WIDTH OF STUD WALL
3x BLK'G @ SP JOINTS (TYP)
NOTCH STUD WHERE
BOLT OCCURS @ STUD
& PROVIDE 2X BLKG @
SILL EA SIDE (TYP)
TREAT END W/
PRESERVATIVE
@ CURB
END OF SILL @ JOINT OR
@ NOTCH GREATER
THAN 1/3 SILL WIDTH PROJECT BOLT 1" ABOVE PLATE, TYP
LAP PLATES
4'-0" MIN @ SPLICE
(8-16d MIN EA SIDE
OF SPLICE)
CS STRAP WHERE
SHOWN ON PLAN
CMST OR CS SHEARWALL HOLDOWN
STRAP WHERE SHOWN ON PLANS DBL. STUD AT SHEARWALL HOLDOWN STRAP HTT4 HOLDOWN AT LOCATIONS
WHERE CS & CMST SHEARWALL
HOLDOWN STRAPS SHOWN
ABOVE (TYP EA SIDE OF HEADER
WHERE HEADER OCCURS)
1/2"Ø x12" HEADED BOLTS 4'-0" OC
TYP UNO W/3x3x1/4" PLATE WASHERS
BETWEEN NUT AND SILL. PROVIDE
5/8"Ø HEADED BOLTS @ SHEAR
WALLS PER SHEAR WALL SCHEDULE.
AT SHEARWALLS WASHERS SHALL
BE WITHIN 1/2" OF PLYWOOD
NTS
TYPICAL WALL STUD FRAMING
5 8"
6"
4"
PER PLAN
8"
6"
6'-1" to 8'-0"
4'-1" to 6'-0"
0 to 4'-0"
BR'NG WALL
TRIMMER
HEADER SCHEDULE
BR'NG WALL NON-BRNG
HEADER DEPTH "D"
NOTES:
1. TYP UNO.
2. 6x WIDTH AT BEARING WALLS. WIDTH TO MATCH WALL WIDTH AT NON-BEARING WALLS.
FULL HT
KING STUD
DBL 2x6 UNO
2x6
2x6
(3) 2x6
(2) 2x6
2x6
9" MAX
6" MIN
TYP PLWD EN
NTS
DIAPHRAGM NAILING
2 USE 4'x8' MIN PLWD
SHEETS, UNO
3x4 SOLID BLKG FLAT
W/ (2) 8d TN EA END.
SEE NOTE NO. 3
4 @ 3/8"
MIN
PLWD SPLICE @
FRMG C, TYP L
PLWD
FRMG
24" MIN PANEL
WIDTH, TYP
NAIL ALL INTERMEDIATE BEARINGS W/ PLWD NAILS
@ 12" OC @ ROOF & 10" OC @ FLOORS
ROOF OR FLOOR FRAMING
NOTES:
1. AT ROOFS & FLOORS PLWD SHTG SHALL BE LAID W/ LONG DIMENSION PERP TO FRMG.
2. SHORT SIDE SHALL SPLICE O/ FRMG.
3. LONG EDGES SHALL BE PROVIDED W/ 3x4 BLKG FOR CONT NAILING UNLESS SPECIFIED AS UNBLOCKED ON PLANS.
4. STAGGER SHEETS AS SHOWN.
5. PROVIDE PLWD AS SPECIFIED ON PLANS.
6. PLWD NAILS SHALL BE COMMON NAILS, SEE PLAN FOR NAIL SIZE, UNO.
NAIL ALL PLWD EDGES W/
PLWD NAILS @ 6" OC, UNO
WALL SCHED
EN PER SHEAR
SP
HD PER PLAN
POST PER PLAN
REQ
SP WHERE
TYPE "F"
TYP
16d @ 12" OC
HD PER PLAN
POST PER PLAN
WALL SCHED
SP PER SHEAR
EN
TYPE "E"
EN PER SHEAR
AS REQ'D
WALL SCHEDULE
EN
TYPE "B"
EN
EN
TYPE "D"
16d @ 12" OC
(20d @ 12" OC WHERE
DRIVEN THROUGH
1/4" CLR BETW'N
SHEATHING
TYPE "A" TYPE "C"
16d @ 12"0C
(20d @ 12"OC
WHERE DRIVEN
THROUGH
SHEATHING)
WALL SCHEDULE
EN PER SHEAR
AS REQ'D
SHTHG)
@ INTERSECTIONS
NTS
TYPICAL STUD FRAMING AT CORNERS
3 16d @ 12" OC (20d @ 12"
OC WHERE DRIVEN
THROUGH SHTHG
16d @ 12" OC (20d @
12" OC WHERE
DRIVEN THROUGH
SHTHG
HD MAY BE
LOCATED ON OPP
SIDE OF POST
INDICATES LINE #
SP
PER BLOCK
3-16d
SP 2x BLKG
SP
@ CONT
@ BLKG
RIM JST
SP
SP
SP
SP
ON GENERAL NOTES
26 26
26 26
26 26
19 12
11 26 2 10
19 11
7 #
NTS
TYPICAL NAILING
4 OF NAILING SCHEDULE
SHEET S-002, TYP. UNO
THAN 12" WIDE AT SHEAR WALLS.
NO SP SHEETS SHALL BE LESS
NOTE: 10d @ 12"OC @ WALLS
EN
BLKG WHERE
FN
OCCURS
SP 3/8" 3/8"
EN STAGG
NTS
SHEARWALL NAILING
6 SP EDGE NAILING SHALL BE COMMON NAILS @ 6" OC
UNO ON DWGS. PROVIDE 3x STUDS & BLKG W/
STAGGERED NAILING WHERE PLYWOOD IS APPLIED
TO BOTH FACES, SEE SHEARWALL SCHEDULE FOR
REQUIRED PLYWOOD & NAILS.
THIS NAILING APPLIES TO EDGES OF ALL PLYWOOD
SHEETS & ALONG OTHER LINES AS FOLLOWS:
1. WHERE SP CONTACTS WALL PLATES AND SOLID
BLOCKING OVER WALL. SEE 9/S-102. 2. AT STUDS/POST WITH HOLDOWNS ATTACHED. 2XD MIN D/4 MAX
NO NOTCHES IN
MIDDLE 1/3 OF SPAN D/10 MAX'D' D/3 MIN D/4 OR 2" MAX 2" MIN 1/2" RADIUS
NOTES:
1. PREDRILL CORNERS OF NOTCHES SO AS NOT TO OVER CUT.
2. NOTCHES ON THE ENDS OF JOISTS AND HEADERS SHALL NOT EXCEED 1/4 OF THE JOIST DEPTH.
3. NOTCHES IN THE TOP OF JOISTS SHALL NOT EXCEED 1/10 THE DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN.
4. NOTCHES IN THE BOTTOM OF THE JOISTS ALLOWED ONLY WHERE SPECIFICALLY SHOWN ON DRAWINGS.
5. HOLES BORED IN JOISTS SHALL NOT BE WITHIN 2" OF THE TOP OR BOTTOM AND SHALL NOT HAVE A DIAMETER LARGER THAN 1/4 THE DEPTH OF THE JOIST.
6. APPLIES TO SAWN LUMBER MEMBERS ONLY. NO NOTCHES ALLOWED IN OTHER TYPES OF MEMBER UNLESS SPECIFICALLY DETAILED IN THE DRAWINGS.
NTS
NOTCHES FOR JOISTS & HEADERS 9 6" MAX
WMIN
WMIN
5/8
MIN
W/4
MAX
W
5/8
MIN
NTS
TYPICAL STUD NOTCHING
7 NO NOTCHES IN MIDDLE 1/2 OF SPAN.
WHERE NOTCHES OCCUR, THEY
SHALL BE OVER CUT.
W/ (3) MAX FOR SINGLE STUDS, W/ 2/3
MAX IF THE STUD IS DOUBLED & NOT
HAVE MORE THAN TWO SUCH
SUCCESSIVE DOUBLED STUDS ARE
SO BORED.
NOTE:
HOLES SHALL BE DRILLED SO AS NOT
TO SPLINTER THE STUD. 12" MIN
D
W
D
W 12" MIN
D 12" MIN 6" MAX
NTS
HOLE OR NOTCH THRU PLATES 10
ANCHORS BOLTS
AS REQ. SEE
NOTE BELOW.
HOLE FOR PIPE
CENTERED ON
MEMBER
(6) 16d EA END
OF STRAP
SIMPSON CS16
STRAP EA SIDE
OF TOP PLATE
AS REQ PER
NOTE BELOW.
NOTCH IN
MEMBERS
PREDRILL
CORNERS
PER 13/S-102.
DO NOT
OVER CUT
PROVIDE STRAP @ ALL
NOTCHES. MAX NOTCH D= W/3
FOR 'D' GREATER THAN 1/3 W, OR 2",
PROVIDE STRAP @ EA SIDE AS
SHOWN. 2W/3 MAX.
FOR 'D' GREATER THAN 1/3 W,
PROVIDE ANCHOR BOLTS @ 9" CC MAX
& 6" CC MIN @ ES OF HOLE. PROVIDE
MIN OF (2) AB PER SILL PIECE.
PLAN - HOLE IN SILL PLATE PLAN - HOLE IN DBL TOP PLATES NOTCH IN PLATES NOTE: FOR MULTIPLE HOLES &
NOTCHES, MAINTAIN 18" CLEAR
IN & EXTEND STRAP 12" PAST
L A S T H O L E O R N O T C H .
NOTES:
1. PREDRILL CORNERS OF NOTCHES SO AS NOT TO OVER CUT.
2. NOTCHES ON THE ENDS OF JOISTS & HEADERS SHALL NOT EXCEED 1/4 THE JOIST DEPTH.
3. NOTCHES IN THE TOP OF JOISTS SHALL NOT EXCEED 1/6 THE DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN.
4. NOTCHES ON THE BOTTOM OF JOISTS ALLOWED ONLY WHERE
SPECIFICALLY SHOWN ON DRAWINGS.
5. HOLES BORED IN JOISTS SHALL NOT BE WITHIN 2 INCHES OF THE TOP OR BOTTOM AND SHALL NOT HAVE A DIAMETER LARGER THAN 1/4 THE DEPTH OF THE JOIST. "D"D/6 MAX. 2" MIN.D/4 MAX. 2" MIN. D/4 MAX. 1/2" RADIUS
NO NOTCHES IN
MIDDLE 1/3 OF SPAN
NTS
TYPICAL BEAM NOTCHING
8 7-7-2025
T S
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STATE
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OF CALIFO
DOUGL E
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No. S4721
L A
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916.365.4740 MSEi JOB#: 25-004 FOLSOM, CA 95630
1843 IRON POINT ROAD, SUITE 100
Copyright WMB, Inc.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
2025-05-23 2:57:31 PM
Soccer Complex
Maintenance Yard
25-003
2600 Westbrook Boulevard
Roseville, CA 95747
DATE PURPOSE
PUBLISH HISTORY:
No.
07.03.25 INITIAL SUBMITTAL
S-102
TYPICAL DETAILS
DAB RESTROOM 103 1 2 3 4 C 1B 80'-0"
40'-0"
COORD W/
DOOR MANUFACTURER COORD W/ DOOR MANUFACTURER BLDG FOUNDATION COLUMN ANCHOR BOLTS, AND HAIR PINS AROUND ANCHOR BOLTS BY OTHERS, TYP BLDG FOOTINGS BY OTHERS A S-201 @ FND B S-201 @ CLG EOS
EOS EOS
EOS 1A SLAB CONTROL JOINTS @ 20'-0" OC MAX TYP, SEE 10/S-101 PREFABRICATED METAL BUILDING BY OTHERS 26'-8" 26'-8" 26'-8" 10'-0" 10'-0" S S 4 S-301 SS 8" THICKENED SLAB EDGE, TYP @ PERIMETER OF SLAB 4" 4" RESTROOM 103 A 1 B 1B BLDG FOOTINGS BY OTHERS 12", TYP 9'-0" 10'-6" 2 S-301 1 S-301 LADDER PER ARCH 6x6 DF#2 22 2 6x6 DF#2 A 6'-0" A 7'-10" (2) 2x6 A8'-6" BLDG FOOTINGS AND RESTROOM FOOTINGS ARE TO BE A MONOLITHIC POUR 3 S-301 1 S-301 S S SS 2 EOS 2x6 4x6 EOS 4" (2) 2x6 SEE 3/S-102 TYPE "F" FOR FRAMING @ CORNER, SIM (2) 2x6 (2) 2x6 A 7'-2" 2 A 1 B DBL JOIST @ LADDER 4'-6"
4'-6" 1 S-40110 @ 16" OC MAX 10 4 @ 16" OC MAX S-401 3 S-401 2020 5 S-401 TYP 6 S-401 11 2 S-401 80 ALLOWABLE LIVE LOAD = 125 PSF 7-7-2025 T S EA P STATE RED REG ST IHCI M E RUCTUR NIA R OF CALIFO DOUGL E L EK BA No. S4721 L A A R IN G EE N A S ROFE SION R S L 916.365.4740 MSEi JOB#: 25-004 FOLSOM, CA 95630 1843 IRON POINT ROAD, SUITE 100 Copyright WMB, Inc. 2000 L Street Suite 125 Sacramento, CA 95811 T 209.944.9110 F 209.944.5711 www.wmbarchitects.com 5757 Pacific Avenue Suite 226 Stockton, CA 95207 WMB Project No. 2025-05-23 2:57:31 PM Soccer Complex Maintenance Yard 25-003 2600 Westbrook Boulevard Roseville, CA 95747 DATE PURPOSE PUBLISH HISTORY: No. 07.03.25 INITIAL SUBMITTAL FOUNDATION PLAN SCALE: 1/8"=1'-0" 1A 6" MIN CONC SLAB ON GRADE W/ #4 REBAR @ 12" OC EA WAY CENTERED IN SLAB, OVER 15 MIL VAPOR BARRIER, OVER 4" OF CLEAN CRUSHED AGGREGATE 1B 4" MIN CONC SLAB ON GRADE W/ #3 REBAR @ 18" OC EA WAY CENTERED IN SLAB, OVER 15 MIL VAPOR BARRIER, OVER 6" OF CLEAN CRUSHED AGGREGATE KEYNOTES: 10 1.75"x7.25" MICROLAM LVL 2.0E FLOOR JOIST, DOUBLE JOIST WHERE SPECIFIED. SPACING PER PLAN 11 6x10 FLAT BLKG W/ A35 EA SIDE AND EA END OF BLK 20 (3) 1.75"x7.25" MICROLAM LVL 2.0E. CHAMFER CANTILEVER END PER 5/S-401. 80 1 1/8 T&G PLYWOOD FLOOR WITH 10d NAILS AT 6" ON CENTER EDGE NAIL (EN) AND 12" ON CENTER FIELD NAIL (FN). SEE DETAIL 2/S-102. UNBLOCKED DIAPHRAGM 2 FLOOR DRAIN PER ARCH WITH APPROXIMATE 12" SQUARE CENTERED ON DRAIN SLOPED TOWARDS DRAIN IN SLAB 1. SHEARWALL REFERENCE MARK MIN LENGTH OF SHEARWALL (FT-IN) 2. INDICATES HOLDOWN PER PLAN AND SCHEDULE 3. INDICATES SHEARWALL PANEL FROM THIS LEVEL UP. SHEATHING TO BE PLACED ON SIDE OF REFERENCE MARK. 4. INDICATES WOOD STRUCTURAL WALLS THIS LEVEL. VERIFY EXTENT WITH ARCH DRAWINGS. 5. STEP BOTTOM OF SLAB EDGE PER 15/S-101 TO MATCH BOTTOM OF CONTINUOUS RESTROOM FOOTING ELEVATION **'-**" * FOUNDATION PLAN LEGEND: S S 1. VERIFY ALL DIMENSIONS WITH ARCH DRAWINGS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT IF ANY DISCREPANCIES EXIST. 2. SEE ARCH, CIVIL & MECH DRAWINGS FOR ALL EXTERIOR CURBS, FLATWORK, PLANTERS, RAMPS, ETC. 3. SEE S-00X SERIES SHEETS FOR STRUCTURAL NOTES NOT SHOWN HERE. 4. SEE S-10X SERIES SHEETS FOR TYPICAL DETAILS. 5. CONTINUE ALL REINFORCING IN CONTINUOUS FOOTING THROUGH PAD FOOTINGS. 6. SILL/ANCHOR BOLTS & PLATE WASHERS SHALL BE AS INDICATED ON 5/S-102 AND SHEARWALL SCHEDULE ON S-201. 7. ALL CONCRETE ANCHORS/BOLTS ARE TO BE FASTENED IN PLACE PRIOR TO INSPECTION. 8. ALL FRAMING LUMBER IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED DOUGLAS FIR LARCH. 9. ALL HARDWARE SPECIFIED SHALL BE SIMPSON STRONG-TIE SHALL BE INSTALLED PER MANUFACTURE'S RECOMMENDATIONS. 10. CENTER SPREAD FOOTINGS UNDER POST, TYP UNO. 11. CENTER POSTS UNDER BEAMS UPPER LEVELS, TYP UNO. 12. PLYWOOD AT SHEARWALLS SHALL BE CONTINUOUS ENTIRE LENGTH OF WALL & SHALL NOT BE INTERRUPTED BY NON-BEARING ARCH WALLS. 13. SEE 5/S102 FOR TYP BEARING WALL FRAMING AT FIRST LEVEL. 14. ALL REINFORCEMENT SHALL BE PLACE IN CONFORMANCE W/ ACI REQUIREMENTS. FOUNDATION PLAN NOTES: FOUNDATION PLAN SCALE: 1/4"=1'-0" A FRAMING PLAN - CEILING SCALE: 1/4"=1'-0" B RESTROOM RESTROOM OVERALL BUILDING CEILING PLAN NOTES: 1. ALL HARDWARE SHALL BE SIMPSON STRONG-TIE SHALL BE IN PLACE PRIOR TO INSPECTION. 2. SHEATH ALL SHEARWALLS W/ 15/32" OSB W/ 8d @ 6" OC EDGE AND 12" OC FIELD NAILING UNO PER THE SHEARWALL SCHEDULE. SEE SHEARWALL SCHEDULE ON S-201 FOR ADDITIONAL REQUIREMENTS. 3. ALL FRAMING SHALL BE INSTALLED IN COMPLIANCE WITH 2022 CBC REQUIREMENTS. 4. ALL BEAMS AND HEADERS SHALL BE SUPPORTED WITH FULL BEARING. USE DF#2 SUPPORTS, UNO. 5. ALL DOUBLE TOP PLATES OF BEARING WALLS SHALL BE DF #2. FOR DESIGNATED SHEARWALL LINES, LAP SPLICES SHALL BE 48" W/ (2) ROWS OF 16d @ 3" OC EACH ROW STAGGERED OR CS14x42" STRAP, UNO. 6. SEE DETAIL 5/S-102 FOR TYPICAL BEARING WALL FRAMING INFORMATION. 7. ALL POSTS SUPPORTING BEAMS SHALL HAVE ECCQ/CCQ POST CAPS, TYP UNO. 8. SEE S-00X SERIES FOR STRUCTURAL NOTES NOT SHOWN HERE. 9. SEE S-10X SERIES FOR TYPICAL DETAILS. 10. ALL BEARING WALLS AND SHEARWALLS SHALL BE 2x6 STUDS @ 16" OC, UNO. 11. SEE HEADER SCHEDULES ON SHEET S-102 FOR HEADER SIZES NOT SPECIFIED ON PLANS. 12. PLYWOOD AT SHEARWALLS SHALL BE CONTINUOUS ENTIRE LENGTH OF WALL & SHALL NOT BE INTERRUPTED BY NON BEARING ARCHITECTURAL WALLS. CEILING PLAN LEGEND: 1. INDICATES STRUCTURAL POST BELOW. SIZE, SPECIFICATION, ETC. AS INDICATED PER PLAN. 2. INDICATES WOOS STRUCTURAL WALL BELOW, SAD. SIMPSON HOLDOWN FOUNDATION HOLDOWN SCHEDULE: 2NOTES: 1. ANCHOR BOLTS ARE BASED ON A TWO POUR FOUNDATION SYSTEM. 2. INCREASE FOOTING DEPTH AS REQUIRED TO ACCOMMODATE 3" CLEAR. 3. ANCHOR BOLT SHALL BE INSTALLED PER MFR RECOMMENDATION. 4. FRAMING WIDTH TO MATCH WALL FRAMING. 5. SEE DETAILS 12/S-101 FOR ADDITIONAL HOLDOWN REQUIREMENTS. HDU2-SDS2.5 MIN FRAMING DEPTH DBL 2x ANCHOR BOLT/ROD SSTB20 BOLT Ø 5/8" L 16 5/8" e EDGE 2 3/4" De- F- HDU5-SDS2.5 DBL 2x SSTB24 5/8" 20 5/8" 2 3/4" - - HDU8-SDS2.5 6x SSTB28 7/8" 24 7/8" 2 3/4" - - 58 HDU14-SDS2.5 6x SIMPSON PAB8 1" 14A 6x SIMPSON PAB8 1" 12" 16 1/2" -- -- 11 HDU11-SDS2.5 12" 16 1/2" 4 HDU4-SDS2.5 DBL 2x SSTB24 5/8" 20 5/8" 2 3/4" - - 15/32" SHTG 1 SIDE 15/32" RATED SHEATING FOOTNOTES: A. APA RATED SHEATHING OR ORIENTED STRAND BOARD (OSB). B. ALL TOP PLATES SHALL BE (2) 2x NOMINAL, UNO, @ SECTION OR DETAIL - NAILING SHALL BE STAGGERED BETWEEN PLATES. C. FOR SHEAR WALL NAILING AND FRAMING REQUIREMENTS SEE 8/S-102 SHEATHING NAILING SHALL NOT BE INSTALLED UNTIL M.C. OF FRAMING IS ≤ 19% D. UNO, WHERE INDICATED @ SECTIONS AND DETAILS. E. 12" LONG ANCHOR BOLTS EXCEPT USE 18" LONG BOLTS AT CURBS, TYP. SEE "WOOD" NOTES FOR WASHER REQUIREMENTS. SHEAR TRANS. CLIP ANCHOR BOLTING SHEAR/SILL TRANSFER NAILING SHEATHING EDGE NAILING SILL PL'S & TOP PL'S STUDS & BLKG @ PANEL JOINTS SHEATHING MATERIAL A35 @ 16" OC A35 @ 12" OC A35 @ 16" OC 5/8"Ø @ 30" OC 5/8"Ø @ 48" OC 16d @ 3" OC 16d @ 4" OC 16d @ 6" OC 8d @ 3" OC STAGGERED 8d @ 4" OC 8d @ 6" OC 2X TYP 3X@FDN 2X TYP 3X@FDN 2X 3X3X2X 15/32" SHTG 1 SIDE 15/32" SHTG 1 SIDE C 5/8"Ø @ 48" OC BA A B C D E SHEARWALL SCHEDULE: W/ M.C. ≤ 19% 15/32" SHTG 1 SIDE A35 @ 12" OC 5/8"Ø @ 24" OC 16d @ 2" OC 8d @ 2" OC STAGGERED 2X TYP 3X@FDN D 3X E 3X FG 2X TYP 3X@FDN 8d @ 4" OC 16d @ 2" OC 5/8"Ø @ 12" OC A35 @ 8" OC 15/32" SHTG 2 SIDES 3X 2X TYP 3X@FDN 8d @ 3" OC STAGGERED 16d @ 2" OC 5/8"Ø @ 12" OC 15/32" SHTG 2 SIDES 3X 2X TYP 3X@FDN 8d @ 2" OC STAGGERED 16d @ 2" OC 5/8"Ø @ 12" OC 15/32" SHTG 2 SIDES A35 @ 6" OC A35 @ 4" OC S-201 FOUNDATION PLAN AND RESTROOM PLANS
12" MIN
UNO SEE PLAN
3"
CLR CONC SLAB PER PLAN 2x SILL PLATE, 3x WHERE REQ'D PER SHEARWALL SCHEDULE 2x STUDS @ 16" OC, UNO PER SHEARWALL SCHEDULE OR ON PLAN SP EDGE NAIL SP, WHERE OCCURS HEADED ANCHOR BOLTS (SEE PLAN & SHEARWALL SCHEDULE) PER
PLAN 2 CONT #4 BARS T&B W/ LAPS STAGGERED #4 @ 18" OC, ALT HORZ DIRECTIONS AS REQ'D 2'-4" COMPACTED FILL OR BEDROCK C WALL & FTG L 3/4"=1'-0" DETAIL 1 1/2" EDGE OF WASHER TO PLYWOOD @ SHEARWALLS 12" MIN
UNO SEE PLAN
3"
CLR CONC SLAB PER PLAN 2x SILL PLATE, 3x WHERE REQ'D PER SHEARWALL SCHEDULE SP EDGE NAIL SP, WHERE OCCURS HEADED ANCHOR BOLTS (SEE PLAN & SHEARWALL SCHEDULE) PER
PLAN AS REQ'D 2'-4" COMPACTED FILL OR BEDROCK C WALL & FTG L NTS DETAIL 3 1/2" EDGE OF WASHER TO PLYWOOD @ SHEARWALLS OPTIONAL CONSTRUCTION JOINT OPTIONAL CONSTRUCTION JOINT 2 CONT #4 BARS T&B W/ LAPS STAGGERED, CONT THRU SPREAD FTG #4 @ 18" OC CONT FTG @ RESTROOM FACE OF THICKENED SLAB EDGE BEYOND 12" MIN
UNO SEE PLAN
3"
CLR CONC SLAB PER PLAN 2x SILL PLATE, 3x WHERE REQ'D PER SHEARWALL SCHEDULE 2x STUDS @ 16" OC, UNO PER SHEARWALL SCHEDULE OR ON PLAN SP EDGE NAIL SP, WHERE OCCURS HEADED ANCHOR BOLTS (SEE PLAN & SHEARWALL SCHEDULE) PER
PLAN AS REQ'D 2'-4" COMPACTED FILL OR BEDROCK C WALL & FTG L 3/4"=1'-0" DETAIL 2 1/2" EDGE OF WASHER TO PLYWOOD @ SHEARWALLS OPTIONAL CONSTRUCTION JOINT 2 CONT #4 BARS T&B W/ LAPS STAGGERED #4 @ 18" OC CONT FTG @ RESTROOM THICKENED SLAB EDGE PER 4/S-301 @ PERIMETER OF BLDG SLAB. DEEPEN TO MATCH DEPTH OF RESTROOM FTG. WIDTH SHALL BE INCREASED TO ELIMINATE SOIL BTWN THICKENED SLAB EDGE @ CONT FTG METAL BLDG SPREAD FTG BY OTHERS, DEEPEN FTG IF NECESSARY SO BTM OF SPREAD FTG & BTM OF RESTROOM FTG ARE AT THE SAME DEPTH. SPREAD FTG REINF NOT SHOWN 1'-0" MIN
FROM
EXTR
GRADE THICKENED SLAB EDGE 3/4"=1'-0" DETAIL 4 CONCRETE SLAB, SLAB REINFORCEMENT, AND SLAB BASE PER PLAN #4 CONT HORIZ BAR AT T&B OF THICKENED SLAB EDGE, BARS SHALL BE CONTINUOUS THROUGH SPREAD FOOTINGS DEEPEN SLAB EDGE @ RESTROOM FOUNDATION TO MATCH BTM OF FOUNDATION ELEVATION 2x STUDS @ 16" OC, UNO PER SHEARWALL SCHEDULE OR ON PLAN 8" MIN 7-7-2025 T S EA P STATE RED REG ST IHCI M E RUCTUR NIA R OF CALIFO DOUGL E L EK BA No. S4721 L A A R IN G EE N A S ROFE SION R S L 916.365.4740 MSEi JOB#: 25-004 FOLSOM, CA 95630 1843 IRON POINT ROAD, SUITE 100 Copyright WMB, Inc. 2000 L Street Suite 125 Sacramento, CA 95811 T 209.944.9110 F 209.944.5711 www.wmbarchitects.com 5757 Pacific Avenue Suite 226 Stockton, CA 95207 WMB Project No. 2025-05-23 2:57:31 PM Soccer Complex Maintenance Yard 25-003 2600 Westbrook Boulevard Roseville, CA 95747 DATE PURPOSE PUBLISH HISTORY: No. 07.03.25 INITIAL SUBMITTAL S-301 FOUNDATION DETAILS
3/4"=1'-0" DETAIL 1 EN FLOOR SHEATHING PER PLAN 1 3/4" LVL FULL DEPTH BLKG BETWEEN JOISTS OVER WALL EN SHEAR TRANSFER, SEE SCHEDULE EN (2) 1 3/4" LVL FULL DEPTH RIM JOIST W/ (4) 16d TO END OF JOIST @ INNER RIM AND (2) SIMPSON SDW EWP-PLY 0.220"x3 3/8" SCREWS FROM RIM TO RIM LVL JOIST PER PLAN2x STUD WALL SHEAR PLY & NAILING WHERE OCCURS PER PLAN SEE PLAN 4'-6" MAX 2x4 CONT BLKG DROPPED BM PER PLAN 3x FASCIA PER ARCH +8'-4" B.O. JST 15/32" PLYWOOD ON BTM OF OVERHANG W/ 8d EN @ 6" OC AND FN @ 12" OC 3/4"=1'-0" DETAIL 2 FLOOR SHEATHING PER PLAN 1 3/4" LVL RIM BOARD OVER WALL EN SHEAR TRANSFER, SEE SCHEDULE EN LVL JOIST PER PLAN2x STUD WALL DROPPED BM PER PLAN +8'-4" BTM OF JOIST H2.5A @ EA JOIST TO BM SHEAR PLY & NAILING WHERE OCCURS PER PLAN 3/4"=1'-0" DETAIL 3 EN FLOOR SHEATHING PER PLAN DBL JOIST OVER WALL EN EN (2) 1 3/4" LVL FULL DEPTH RIM JOIST (2) SIMPSON SDW EWP-PLY 0.220"x3 3/8" SCREWS FROM RIM TO RIM LVL JOIST PER PLAN DBL WHERE SHOWN2x STUD WALL SHEAR PLY & NAILING WHERE OCCURS PER PLAN SEE PLAN 4'-6" MAX 2x4 CONT BLKG DBL 2x TOP PLATES 3x FASCIA PER ARCH +8'-4" B.O. JST 15/32" PLYWOOD ON BTM OF OVERHANG W/ 8d EN @ 6" OC AND FN @ 12" OC 1 3/4" LVL FULL DEPTH BLKG @ 24" OC W/ 10d NAILS @ 3" OC FROM FLR PLYWOOD 1 3/4" LVL FULL DEPTH BLKG @ 24" OC W/ 10d NAILS @ 3" OC FROM PLYWOOD HEADER, WHERE OCCURS 3/4"=1'-0" DETAIL 4 FLOOR SHEATHING PER PLAN 1 3/4" LVL RIM BOARD OVER WALL EN SHEAR TRANSFER, SEE SCHEDULE LVL JOIST PER PLAN2x STUD WALL +8'-4" BTM OF JOIST 1 3/4" LVL FULL DEPTH BLKG @ 24" OC W/ 10d NAILS @ 3" OC FROM PLYWOOD DBL 2x TOP PLATES 3/4"=1'-0" DETAIL 5 FLOOR SHEATHING PER PLAN (2) 1 3/4" LVL RIM BOARD W/ (4) 16d TO END OF JOIST @ INNER RIM AND (2) SIMPSON SDW EWP-PLY 0.220"x3 3/8" SCREWS FROM RIM TO RIM EN SHEAR TRANSFER, SEE SCHEDULE LVL JOIST PER PLAN DROPPED BM PER PLAN, CHAMFER END AT 45° 3x FASCIA PER ARCH +8'-4" BTM OF JOIST 3/4"=1'-0" DETAIL 6 FLOOR SHEATHING PER PLAN EN LVL JOIST PER PLAN DBL WHERE SHOWN +8'-4" BTM OF JOIST DBL FLR JOIST PER PLAN 1 3/4" LVL FULL DEPTH BLKG @ 24" OC W/ 10d NAILS @ 3" OC FROM PLYWOOD SHEAR TRANSFER, SEE SCHEDULE 6x6 BLKG @ GUARDRAIL POST ANCHORAGE W/ A35 EA END TO PERP BLKG. PROVIDE (3) 1/4"x4" SIMPSON SDS SCREWS FROM LVL BLKG INTO EA END OF 6x6 BLKG. SAD FOR CONNECTION OF GUARDRAIL TO FRAMING 6x6 BLKG @ GUARDRAIL POST ANCHORAGE W/ A35 EA END TO PERP BLKG. PROVIDE (3) 1/4"x4" SIMPSON SDS SCREWS FROM LVL BLKG INTO EA END OF 6x6 BLKG. SAD FOR CONNECTION OF GUARDRAIL TO FRAMING EN SHEAR PLY & NAILING WHERE OCCURS PER PLAN EQ EQ 7-7-2025 T S EA P STATE RED REG ST IHCI M E RUCTUR NIA R OF CALIFO DOUGL E L EK BA No. S4721 L A A R IN G EE N A S ROFE SION R S L 916.365.4740 MSEi JOB#: 25-004 FOLSOM, CA 95630 1843 IRON POINT ROAD, SUITE 100 Copyright WMB, Inc. 2000 L Street Suite 125 Sacramento, CA 95811 T 209.944.9110 F 209.944.5711 www.wmbarchitects.com 5757 Pacific Avenue Suite 226 Stockton, CA 95207 WMB Project No. 2025-05-23 2:57:31 PM Soccer Complex Maintenance Yard 25-003 2600 Westbrook Boulevard Roseville, CA 95747 DATE PURPOSE PUBLISH HISTORY: No. 07.03.25 INITIAL SUBMITTAL S-401 FRAMING DETAILS
DESCRIPTION SYMBOL VENT (IN) WASTE PIPE (IN) CW PIPE (IN) HW PIPE (IN) BRANCH OUTLET BRANCH OUTLET BRANCH OUTLET Copyright WMB, Inc. 2000 L Street Suite 125 Sacramento, CA 95811 T 209.944.9110 F 209.944.5711 www.wmbarchitects.com 5757 Pacific Avenue Suite 226 Stockton, CA 95207 WMB Project No. Soccer Complex Maintenance Yard25-003 2600 Westbrook Boulevard Roseville, CA 95747 Job No. Phone: (916) 368-4468 Sacramento, CA 95827-2503 10555 Old Placerville Road ENGINEERING CONSULTANTS SACRAMENTO www.saceng.com REGISTERED IN ALL 50 STATES 25238 06.13.25 90% PROGRESS SYMBOL DESCRIPTION SYMBOL / ABBREVIATION DESCRIPTION SYMBOL / ABBREVATION DESCRIPTION P1.0 PLUMBING LEGEND, NOTES, AND SCHEDULES
D
A
B
1 2
3 4
C RESTROOM 103 SHOP 101 UNDER MEZZANINE 102 Copyright WMB, Inc. 2000 L Street Suite 125 Sacramento, CA 95811 T 209.944.9110 F 209.944.5711 www.wmbarchitects.com 5757 Pacific Avenue Suite 226 Stockton, CA 95207 WMB Project No. Soccer Complex Maintenance Yard25-003 2600 Westbrook Boulevard Roseville, CA 95747 Job No. Phone: (916) 368-4468 Sacramento, CA 95827-2503 10555 Old Placerville Road ENGINEERING CONSULTANTS SACRAMENTO www.saceng.com REGISTERED IN ALL 50 STATES 25238 06.13.25 90% PROGRESS P2.0 PLUMBING FLOOR PLAN - P.E.M.B. SHOP
Copyright WMB, Inc. 2000 L Street Suite 125 Sacramento, CA 95811 T 209.944.9110 F 209.944.5711 www.wmbarchitects.com 5757 Pacific Avenue Suite 226 Stockton, CA 95207 WMB Project No. Soccer Complex Maintenance Yard25-003 2600 Westbrook Boulevard Roseville, CA 95747 Job No. Phone: (916) 368-4468 Sacramento, CA 95827-2503 10555 Old Placerville Road ENGINEERING CONSULTANTS SACRAMENTO www.saceng.com REGISTERED IN ALL 50 STATES 25238 06.13.25 90% PROGRESS P2.1 PLUMBING FLOOR PLAN - MODULAR OFFICES
SYMBOL / ABBREVIATION DESCRIPTION SYMBOL / ABBREVATION DESCRIPTION SYMBOL DESCRIPTION Copyright WMB, Inc. 2000 L Street Suite 125 Sacramento, CA 95811 T 209.944.9110 F 209.944.5711 www.wmbarchitects.com 5757 Pacific Avenue Suite 226 Stockton, CA 95207 WMB Project No. Soccer Complex Maintenance Yard25-003 2600 Westbrook Boulevard Roseville, CA 95747 Job No. Phone: (916) 368-4468 Sacramento, CA 95827-2503 10555 Old Placerville Road ENGINEERING CONSULTANTS SACRAMENTO www.saceng.com REGISTERED IN ALL 50 STATES 25238 06.13.25 90% PROGRESS ROOM AREA (SF) MINIMUM VENTILATION RATE (CFM/ SF) MINIMUM REQ'D VENTILATION (CFM) M1.0 MECHANICAL LEGEND, NOTES, AND SCHEDULES ROOM AREA (SF) MINIMUM EXHAUST RATE (CFM/ SF) MINIMUM REQ'D EXHAUST (CFM)
D
A
B
1 2
3 4
C RESTROOM 103 SHOP 101 UNDER MEZZANINE 102 Copyright WMB, Inc. 2000 L Street Suite 125 Sacramento, CA 95811 T 209.944.9110 F 209.944.5711 www.wmbarchitects.com 5757 Pacific Avenue Suite 226 Stockton, CA 95207 WMB Project No. Soccer Complex Maintenance Yard25-003 2600 Westbrook Boulevard Roseville, CA 95747 Job No. Phone: (916) 368-4468 Sacramento, CA 95827-2503 10555 Old Placerville Road ENGINEERING CONSULTANTS SACRAMENTO www.saceng.com REGISTERED IN ALL 50 STATES 25238 06.13.25 90% PROGRESS M2.0 MECHANICAL FLOOR PLAN
E1.0 ELECTRICAL SCHEDULES, SYMBOLS AND NOTES Copyright WMB, Inc. 2000 L Street Suite 125 Sacramento, CA 95811 T 209.944.9110 F 209.944.5711 www.wmbarchitects.com 5757 Pacific Avenue Suite 226 Stockton, CA 95207 WMB Project No. Soccer Complex Maintenance Yard25-003 2600 Westbrook Boulevard Roseville, CA 95747 Job No. Phone: (916) 368-4468 Sacramento, CA 95827-2503 10555 Old Placerville Road ENGINEERING CONSULTANTS SACRAMENTO www.saceng.com REGISTERED IN ALL 50 STATES 25238 06.13.25 90% PROGRESS
E1.1 ELECTRICAL ONE LINE DIAGRAM & PANEL SCHEDULES Copyright WMB, Inc. 2000 L Street Suite 125 Sacramento, CA 95811 T 209.944.9110 F 209.944.5711 www.wmbarchitects.com 5757 Pacific Avenue Suite 226 Stockton, CA 95207 WMB Project No. Soccer Complex Maintenance Yard25-003 2600 Westbrook Boulevard Roseville, CA 95747 Job No. Phone: (916) 368-4468 Sacramento, CA 95827-2503 10555 Old Placerville Road ENGINEERING CONSULTANTS SACRAMENTO www.saceng.com REGISTERED IN ALL 50 STATES 25238 06.13.25 90% PROGRESS
Copyright WMB, Inc.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
Soccer Complex
Maintenance Yard
25-003
2600 Westbrook Boulevard
Roseville, CA 95747
Job No.
Phone: (916) 368-4468
Sacramento, CA 95827-2503
10555 Old Placerville Road
ENGINEERING
CONSULTANTS
SACRAMENTO
www.saceng.com
REGISTERED IN
ALL 50 STATES
25238
06.13.25 90% PROGRESS 96 NO PARKING 95 95 95 95 9
E2.0
ELECTRICAL SITE
PLAN AND NOTES
E3.0
ELECTRICAL LIGHTING
PLAN AND NOTES
Copyright WMB, Inc.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
Soccer Complex
Maintenance Yard
25-003
2600 Westbrook Boulevard
Roseville, CA 95747
Job No.
Phone: (916) 368-4468
Sacramento, CA 95827-2503
10555 Old Placerville Road
ENGINEERING
CONSULTANTS
SACRAMENTO
www.saceng.com
REGISTERED IN
ALL 50 STATES
25238
06.13.25 90% PROGRESS DAB
RESTROOM
103 1 2 3 4 C
SHOP
101
MEZZANINE
201
E3.1
ELECTRICAL FLOOR
PLAN AND NOTES
Copyright WMB, Inc.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
Soccer Complex
Maintenance Yard
25-003
2600 Westbrook Boulevard
Roseville, CA 95747
Job No.
Phone: (916) 368-4468
Sacramento, CA 95827-2503
10555 Old Placerville Road
ENGINEERING
CONSULTANTS
SACRAMENTO
www.saceng.com
REGISTERED IN
ALL 50 STATES
25238
06.13.25 90% PROGRESS DAB
RESTROOM
103 1 2 3 4 C
SHOP
101
Copyright WMB, Inc. 2000 L Street Suite 125 Sacramento, CA 95811 T 209.944.9110 F 209.944.5711 www.wmbarchitects.com 5757 Pacific Avenue Suite 226 Stockton, CA 95207 WMB Project No. Soccer Complex Maintenance Yard25-003 2600 Westbrook Boulevard Roseville, CA 95747 Job No. Phone: (916) 368-4468 Sacramento, CA 95827-2503 10555 Old Placerville Road ENGINEERING CONSULTANTS SACRAMENTO www.saceng.com REGISTERED IN ALL 50 STATES 25238 06.13.25 90% PROGRESS ET24.1 INTERIOR LIGHTING T24 CALCULATIONS
Copyright WMB, Inc. 2000 L Street Suite 125 Sacramento, CA 95811 T 209.944.9110 F 209.944.5711 www.wmbarchitects.com 5757 Pacific Avenue Suite 226 Stockton, CA 95207 WMB Project No. Soccer Complex Maintenance Yard25-003 2600 Westbrook Boulevard Roseville, CA 95747 Job No. Phone: (916) 368-4468 Sacramento, CA 95827-2503 10555 Old Placerville Road ENGINEERING CONSULTANTS SACRAMENTO www.saceng.com REGISTERED IN ALL 50 STATES 25238 06.13.25 90% PROGRESS ET24.2 EXTERIOR LIGHTING T24 CALCULATIONS
1 2 3 4
B B
A A
C C
D D 38'-1
_12
3'-24
_1 40'-0 OUT/OUT OF STEEL 11
_14 1'-10
_14 16'-3
_12 1'-10
_14
7'-24
_1 16'-32_1 10'-0 20'-0 10'-0
4 26'-4 26'-8 26'-4 4
80'-0 OUT/OUT OF STEEL 10'-0 20'-0 10'-0 40'-0 OUT/OUT OF STEEL 11 _14 11
_14 38'-1
_12 11
_14
column base plate design unless otherwise noted. 7) 3000 psi concrete compressive strength (f'c) is assumed for the purpose of 6) Anchor rods are ASTM F1554 Gr. 36 material unless noted otherwise.
Anchor rods are not provided by the metal building manufacturer. of load transfer to the foundation are to be determined by the foundation engineer. tension at the bottom of the base plate. The length of the anchor rod and method 5) Anchor rod size as noted on the drawings has been determined by shear and and voided by any future mailing.
member sizes and locations shown. This structural design data will be superseded this issue. Any change to building loads or dimensions may change structural members necessary to show compliance with the Order Documents at the time of support conditions, material properties, and type and size of major structural 4) This structural design data includes magnitude and location of design loads and 3) Projection shown must be held to keep threads clear of finished concrete. and projection. 2) Foundation must be square and level with all anchor rods true in size, location, 1) This drawing is for anchor rod placement only and is not foundation design. Anchor Rod Drawings MARK DESCRIPTION DETAIL QUAN. FRAMED OPENING SCHEDULE
A 16'-0" X 12'-0" FRAMED OPENING K 2 EWB
SWC EWD
SWA
Bld'g A
Key Plan
Anchor Rod Setting Plan X BRACE
Bld'g A X BRACE
X BRACE
D
X BRACE
Finished Floor at Elevation 100'-0"
A B B C
D
E
F
G H H J
A
A F1 of 3
20-B-34452
Jun 17, 2025
This item has been electronically signed and sealed by
Russell Ma, P.E. on the date and/or time stamp shown
using a digital signature. Printed copies of this
document are not considered signed and sealed and the
signature must be verified by a 3rd Party Certificate
Authority on any electronic copy.
RUSSELL MA, P.E.
CALIFORNIA P.E. C67054
A B C D E F
G H J
K
1 D D D4
1 4
C
4 B
1 A A
4 A
7 _78 2
_12
12 _1
3 12
_1
2 _38 8
_14 10
_34
6 4
8 _14
2 8
_12 3 4 1
_12 11
_14
2 6
2 _12 3 2
_38 8
_14 7
_78 10
_34
12 _1 12_1 6
4 4
3 38
_7 78
_7
28 _3 22_1
12 _1
1 _12 1
_12 6
12 _1
22 _1 28 3_338 4
_7
6 78
_7
1 _12 1
_12
12 _1
22 _1 28 3_338 4
_7 78
_7
1 _12 1
_12 6
4 2
_38 3 2
_12 7
_78 8 10
_14
_34
12 _1 12_1 6
8 _14 1
_12 4 3
8 _12 11
_14
2 2
6 12
_1
8 _14 2
_38 3 2
_12 7
_78 10
_34
12 _1 6
4 22
_1 22 3_1 8
3 _12
1 _34
BOTTOM OF BASE PLATE ELEVATION = 100'-0'' ANCHOR ROD PROJECTION = 2'' ANCHOR ROD SIZE = 8 _5
'' DIA. BASE PLATE SIZE = 6''W x 7 8
_7
''L x 8
_3
'' THICK
BOTTOM OF BASE PLATE ELEVATION = 100'-0'' ANCHOR ROD PROJECTION = 2'' ANCHOR ROD SIZE = 8 _5
'' DIA. BASE PLATE SIZE = 6''W x 7 8
_7
''L x 8
_3
'' THICK
BOTTOM OF BASE PLATE ELEVATION = 100'-0'' ANCHOR ROD PROJECTION = 3'' ANCHOR ROD SIZE = 4 _3
'' DIA. BASE PLATE SIZE = 6''W x 8 2
_1
''L x 8
_3
'' THICK
BOTTOM OF BASE PLATE ELEVATION = 100'-0'' ANCHOR ROD PROJECTION = 2'' ANCHOR ROD SIZE = 8 _5
'' DIA. BASE PLATE SIZE = 6''W x 7 8
_7
''L x 8
_3
'' THICK
BOTTOM OF BASE PLATE ELEVATION = 100'-0'' ANCHOR ROD PROJECTION = 2'' ANCHOR ROD SIZE = 8 _5
'' DIA. BASE PLATE SIZE = 6''W x 7 8
_7
''L x 8
_3
'' THICK
BOTTOM OF BASE PLATE ELEVATION = 100'-0'' ANCHOR ROD PROJECTION = 2'' ANCHOR ROD SIZE = 8 _5
'' DIA. BASE PLATE SIZE = 6''W x 7 8
_7
''L x 8
_3
'' THICK
BOTTOM OF BASE PLATE ELEVATION = 100'-0'' ANCHOR ROD PROJECTION = 2'' ANCHOR ROD SIZE = 8 _5
'' DIA. BASE PLATE SIZE = 6''W x 7 8
_7
''L x 8
_3
'' THICK
BOTTOM OF BASE PLATE ELEVATION = 100'-0'' ANCHOR ROD PROJECTION = 3'' ANCHOR ROD SIZE = 4 _3
'' DIA. BASE PLATE SIZE = 6''W x 8 2
_1
''L x 8
_3
'' THICK
BOTTOM OF BASE PLATE ELEVATION = 100'-0'' ANCHOR ROD PROJECTION = 2'' ANCHOR ROD SIZE = 8 _5
'' DIA. BASE PLATE SIZE = 6''W x 7 8
_7
''L x 8
_3
'' THICK
BOTTOM OF BASE PLATE ELEVATION = 100'-0'' ANCHOR ROD PROJECTION = 2'' ANCHOR ROD SIZE = 8 _5
'' DIA. BASE PLATE SIZE = 3 2
_1
''W x 8''L x 4
_1
'' THICK OUT OF STEEL
OUT OF STEEL OUT OF STEEL OUT OF STEELOUT OF STEEL OUT OF STEEL OUT OF STEEL OUT OF STEEL OUT OF STEEL
OUT OF STEEL OUT OF STEEL OUT OF STEELOUT OF STEEL OUT OF STEEL F2 of 3
20-B-34452
Jun 17, 2025
This item has been electronically signed and sealed by
Russell Ma, P.E. on the date and/or time stamp shown
using a digital signature. Printed copies of this
document are not considered signed and sealed and the
signature must be verified by a 3rd Party Certificate
Authority on any electronic copy.
RUSSELL MA, P.E.
CALIFORNIA P.E. C67054
FRAME DESCRIPTION: USER NAME: USER NAME:Jose.Mar DATE:06/12/25 PAGE: PAGE:EW-1 Endwall EWB JOB NAME: JOB NAME:34452A FILE:REW3BLDG1 PATH: R:\jobs\Active\Eng\20-B-34452\ver01-jose.martinezjimenez\BLDG-A\run0 SUPPORT REACTIONS FOR EACH LOAD GROUP NOTE: All reactions are in kips and kip-ft. TIME:11:31:03 REACTION NOTATIONS V H
1-D
V H
L
1-C
V H
L
1-B
V H
L
1-A
LOAD GROUP REACTION TABLE COLUMN 1-D 1-C 1-B 1-A
LOAD GROUP H V L H V L H V L H V L D 0.0 0.3 0. 0. 0.9 0. 0. 0.9 0. 0.0 0.3 0. C 0.0 0.2 0. 0. 1.4 0. 0. 1.4 0. 0.0 0.2 0. L 0.0 0.6 0. 0. 4.4 0.0 0. 4.4 0.0 0.0 0.6 0. S 0.0 0.7 0. 0. 4.7 0.0 0. 4.7 0.0 0.0 0.7 0. SBAL 0.0 0.5 0. 0. 3.6 0.0 0. 3.6 0.0 0.0 0.5 0. SUR 0.0 0.5 0. 0. 4.1 0.0 0. 1.7 0. 0.0 -0.1 0. SUL 0.0 -0.1 0. 0. 1.7 0. 0. 4.1 0.0 0.0 0.5 0. W+ 0.0 -1.3 0. 0. -7.2 1.8 0. -7.2 1.8 0.0 -3.1 2.8 W- 0.0 -1.3 0. 0. -7.2 -2.0 0. -7.2 -2.0 0.0 0.4 0. WR 0.0 -1.3 0. 0. -5.7 0.0 1.7 -8.6 0.0 0.0 -1.3 0. WL 0.0 -1.3 0. -1.7 -8.6 0.0 0. -5.7 0.0 0.0 -1.3 0. W16+ 0. 0. 0. 0. -7.2 2.0 0. -7.2 2.0 0. 0. 0. E+ 0. 0. 0. 0. 0. 0.1 0. 0. 0.1 0. -1.5 2.4 E- 0. 0. 0. 0. 0. -0.1 0. 0. -0.1 0. 1.5 0. ER 0. 0. 0. 0. 0.6 0. 0.7 -0.6 0. 0. 0. 0. EL 0. 0. 0. -0.7 -0.6 0. 0. 0.6 0. 0. 0. 0.
LOAD GROUP DESCRIPTION
D : Dead load C : Collateral load
L : Live load S : Uniform snow load SBAL : Balanced roof snow SUR : Unbalanced snow - Wind from right to left SUL : Unbalanced snow - Wind from left to right W+ : Wind load as an inward acting pressure W- : Wind load as an outward acting suction WR : Wind force from the right WL : Wind force from the left W16+ : Min. 16 psf wind as an inward acting pressure E+ : Seismic force acting inward E- : Seismic force acting outward ER : Seismic force from right EL : Seismic force from left FRAME ID # FRAME ID #23 USER NAME: USER NAME:Jose.Martinezjim DATE:06/12/25 PAGE:23-2 cs 40./16.667/26.5 20./95./ JOB NAME: JOB NAME:34452A FILE:frames_2-3.fra SUPPORT REACTIONS FOR EACH LOAD GROUP *LOCATION: Gridlines: 2 3 NOTES:(1) All reactions are in kips and kip-ft. (2) The seismic overstrength factor (Omega) is not included in the "RBDWEQ" and "RBUPEQ" Load Group reactions.
Seismic "BASE-ONLY" combination reactions include an overstrength factor of: 2.000 (3) Primary wind load cases are not concurrent.
(4) X-bracing reactions (RBPULW and RBUPEQ) are combined with LWL and LEQ groups only.
TIME:11:40:30
REACTION NOTATIONS
V H
L
*-D
V H
L
*-A
LOAD GROUP REACTION TABLE LOAD GROUP REACTION TABLE GRIDLINES * = 2 3 COLUMN *-D *-A LOAD GROUP H V L H V L DL 0.5 1.8 -0.0 -0.5 1.8 -0.0 COLL 0.9 3.2 -0.0 -0.9 3.2 -0.0 SNOW 3.1 10.6 -0.0 -3.1 10.6 -0.0 LL 1.8 6.4 -0.0 -1.8 6.4 -0.0 RBDWEQ -0.0 1.5 -0.0 0.0 1.5 -0.0 EQ -0.7 -0.6 -0.0 -0.7 0.6 -0.0 RBUPEQ 0.0 -1.5 -2.4 -0.0 -1.5 -2.4 WL1 -3.9 -8.2 -0.0 -1.0 -4.6 -0.0 WL2 -4.2 -4.9 -0.0 -0.8 -1.4 -0.0 WL3 1.0 -4.6 -0.0 3.9 -8.2 -0.0 WL4 0.8 -1.4 -0.0 4.2 -4.9 -0.0 LWL1 0.4 -7.0 -0.0 -0.1 -5.7 -0.0 RBUPLW 0.0 -1.7 -2.8 -0.0 -1.8 -2.8 LWL2 0.1 -5.7 -0.0 -0.4 -7.0 -0.0
LWL3 0.1 -3.8 -0.0 0.1 -2.5 -0.0
LWL4 -0.1 -2.5 -0.0 -0.1 -3.8 -0.0 SBAL 2.3 8.0 -0.0 -2.3 8.0 -0.0 RS 1.9 4.4 -0.0 -1.9 7.8 -0.0
LOAD GROUP DESCRIPTION
DL : Roof Dead Load COLL : Roof Collateral Load SNOW : Roof Snow Load LL : Roof Live Load RBDWEQ : Downward Acting Rod Brace Load from Long. Seismic EQ : Lateral Seismic Load [parallel to plane of frame] RBUPEQ : Upward Acting Rod Brace Load from Long. Seismic WL1 : Wind from Left to Right with +GCpi WL2 : Wind from Left to Right with -GCpi WL3 : Wind from Right to Left with +GCpi WL4 : Wind from Right to Left with -GCpi LWL1 : Windward Corner Left with +GCpi RBUPLW : Upward Acting Rod Brace Load from Long. Wind LWL2 : Windward Corner Right with +GCpi LWL3 : Windward Corner Left with -GCpi LWL4 : Windward Corner Right with -GCpi SBAL : Code Calculated Balanced Roof Snow Load RS : Unbalanced Right Roof Snow Load FRAME ID # FRAME ID #23 USER NAME: USER NAME:Jose.Martinezjim DATE:06/12/25 PAGE:23-3 cs 40./16.667/26.5 20./95./ JOB NAME: JOB NAME:34452A FILE:frames_2-3.fra SUPPORT REACTIONS FOR EACH LOAD GROUP *LOCATION: Gridlines: 2 3 NOTES:(1) All reactions are in kips and kip-ft. (2) The seismic overstrength factor (Omega) is not included in the "RBDWEQ" and "RBUPEQ" Load Group reactions.
Seismic "BASE-ONLY" combination reactions include an overstrength factor of: 2.000 (3) Primary wind load cases are not concurrent.
(4) X-bracing reactions (RBPULW and RBUPEQ) are combined with LWL and LEQ groups only.
TIME:11:40:30
REACTION NOTATIONS
V H
L
*-D
V H
L
*-A
LOAD GROUP REACTION TABLE LOAD GROUP REACTION TABLE GRIDLINES * = 2 3 COLUMN *-D *-A
LOAD GROUP H V L H V L
LS 1.9 7.8 -0.0 -1.9 4.4 -0.0 RBDWLW -0.0 1.7 -0.0 0.0 1.8 -0.0
LOAD GROUP DESCRIPTION
LS : Unbalanced Left Roof Snow Load RBDWLW : Downward Acting Rod Brace Load from Long. Wind FRAME DESCRIPTION: USER NAME: USER NAME:Jose.Mar DATE:06/12/25 PAGE: PAGE:EW-2 Endwall EWD JOB NAME: JOB NAME:34452A FILE:REW4BLDG1 PATH: R:\jobs\Active\Eng\20-B-34452\ver01-jose.martinezjimenez\BLDG-A\run0 SUPPORT REACTIONS FOR EACH LOAD GROUP NOTE: All reactions are in kips and kip-ft. TIME:11:31:03 REACTION NOTATIONS V H
4-A
V
L
4-B
V H
L
4-C
V H
4-D
LOAD GROUP REACTION TABLE COLUMN 4-A 4-B 4-C 4-D
LOAD GROUP H V L H V L H V L H V L D 0.0 0.3 0. 0. 0.9 0. 0. 0.9 0. 0.0 0.3 0. C 0.0 0.2 0. 0. 1.4 0. 0. 1.4 0. 0.0 0.2 0. L 0.0 0.6 0. 0. 4.4 0.0 0. 4.4 0.0 0.0 0.6 0. S 0.0 0.7 0. 0. 4.7 0.0 0. 4.7 0.0 0.0 0.7 0. SBAL 0.0 0.5 0. 0. 3.6 0.0 0. 3.6 0.0 0.0 0.5 0. SUR 0.0 0.5 0. 0. 4.1 0.0 0. 1.7 0. 0.0 -0.1 0. SUL 0.0 -0.1 0. 0. 1.7 0. 0. 4.1 0.0 0.0 0.5 0. W+ 0.0 -1.3 0. 0. -7.2 1.8 0. -7.2 1.8 0.0 -1.3 0. W- 0.0 -1.3 0. 0. -7.2 -2.0 0. -7.2 -2.0 0.0 -1.3 0. WR 0.0 -1.3 0. 0. -7.2 0.0 0. -4.0 0.0 1.8 -4.5 0. WL 0.0 -1.3 0. 0. -7.2 0.0 -1.7 -10.2 0.0 0.0 1.7 0. W16+ 0. 0. 0. 0. -7.2 2.0 0. -7.2 2.0 0. 0. 0. E+ 0. 0. 0. 0. 0. 0.1 0. 0. 0.1 0. 0. 0. E- 0. 0. 0. 0. 0. -0.1 0. 0. -0.1 0. 0. 0. ER 0. 0. 0. 0. 0. 0. 0. 1.3 0. 0.7 -1.3 0. EL 0. 0. 0. 0. 0. 0. -0.7 -1.2 0. 0. 1.2 0.
LOAD GROUP DESCRIPTION
D : Dead load C : Collateral load
L : Live load S : Uniform snow load SBAL : Balanced roof snow SUR : Unbalanced snow - Wind from right to left SUL : Unbalanced snow - Wind from left to right W+ : Wind load as an inward acting pressure W- : Wind load as an outward acting suction WR : Wind force from the right WL : Wind force from the left W16+ : Min. 16 psf wind as an inward acting pressure E+ : Seismic force acting inward E- : Seismic force acting outward ER : Seismic force from right EL : Seismic force from left Ω
F3 of 3
20-B-34452
Jun 17, 2025
This item has been electronically signed and sealed by
Russell Ma, P.E. on the date and/or time stamp shown
using a digital signature. Printed copies of this
document are not considered signed and sealed and the
signature must be verified by a 3rd Party Certificate
Authority on any electronic copy.
RUSSELL MA, P.E.
CALIFORNIA P.E. C67054
www.CBBmanuals.com
www.CBBmanuals.com
Width
40'-0 Height
1 2
" DIA. A325 BOLT GRIP TABLE GRIP LENGTH
0 TO 9/16" Over 9/16" TO 1 1/16" Over 1 1/16" TO 1 5/16" Over 1 5/16" TO 1 9/16" Over 1 9/16" TO 1 13/16" Over 1 13/16" TO 2 1/16" LOCATIONS OF BOLTS LONGER THAN 2 3/4" NOTED ON ERECTION DRAWINGS F.T. DENOTES FULLY THREADED
WASHER REQUIRED ONLY WHEN SPECIFIED. WASHER MAY BE LOCATED UNDER HEAD OF BOLT, UNDER NUT, OR AT BOTH AT LOCATIONS NOTED ON ERECTION DRAWINGS. ADD 5/32" FOR EACH WASHER TO MATERIAL THICKNESS TO DETERMINE GRIP.
NOTE: FULL THREAD
ENGAGEMENT IS DEEMED TO
HAVE BEEN MET WHEN THE
END OF THE BOLT IS FLUSH WITH THE FACE OF THE NUT.
1 1/4" F.T. 1 3/4" F.T. 2" 2 1/4" 2 1/2" 2 3/4"
BOLT LENGTH
GRIP
Builder/Contractor Responsibilities Drawing Validity - These drawings, supporting structural calculations and design certification are based on the order documents as of the date of these drawings. These documents describe the material supplied by the manufacturer as of the date of these drawings. Any changes to the order documents after the date on these drawings may void these drawings, supporting structural calculations and design certification. The Builder/Contractor is responsible for notifying the building authority of all changes to the order documents which result in changes to the drawings, supporting structural calculations and design certification.
Builder Acceptance of Drawings - Approval of the manufacturer's drawings and design data affirms that the manufacturer has correctly interpreted and applied the requirements of the order documents and constitutes Builder/Contractor acceptance of the manufacturer's interpretations of the order documents and standard product specifications, including its design, fabrication and quality criteria standards and tolerances. (AISC COSP June 2016 Section 4.4.1)
Code Official Approval - It is the responsibility of the Builder/Contractor to ensure that all project plans and specifications comply with the applicable requirements of any governing building authority. The Builder/Contractor is responsible for securing all required approvals and permits from the appropriate agency as required. Building Erection - The Builder/Contractor is responsible for all erection of the steel and associated work in compliance with the Metal Building Manufacturers drawings.
Temporary supports, such as temporary guys, braces, false work or other elements required for erection will be determined, furnished and installed by the erector (AISC COSP June 2016 Section 7.10.3). Discrepancies - Where discrepancies exist between the Metal Building plans and plans - The Metal Building supplied by the
Materials by Others
Foundation Design
for other trades, the Metal Building plans will govern. (AISC COSP June 2016 Section 3.3)
- All interface and compatibility of any materials not furnished by the manufacturer are the responsibility of and to be coordinated by the Builder/Contractor or A/E firm. Unless specific design criteria concerning any interface between materials if furnished as a part of the order documents, the manufacturers assumptions will govern.
Modification of the Metal Building from Plans
manufacturer has been designed according to the Building Code and specifications and the loads shown on this drawing. Modification of the building configuration, such as removing wall panels or braces, from that shown on these plans could affect the structural integrity of the building. The Metal Building Manufacturer or a Licensed Structural Engineer should be consulted prior to making any changes to the building configuration shown on these drawings. The Metal Building Manufacturer will assume no responsibility for any loads applied to the building not indicated on these drawings. - The Metal Building Manufacturer is not responsible for the design, materials and workmanship of the foundation. Anchor rod plans prepared by the manufacturer are intended to show only location, diameter and projection of the anchor rods required to attach the Metal Building System to the foundation. It is the responsibility of the end customer to ensure that adequate provisions are made for specifying rod embedment, bearing values, tie rods and or other associated items embedded in the concrete foundation, as well as foundation design for the loads imposed by the Metal Building System, other imposed loads, and the bearing capacity of the soil and other conditions of the building site. (MBMA 06 Sections 3.2.2 and A3) Shimming - In accordance with Section 6.10 of Chapter 4 Common Industry Practices in the Metal Building Systems Manual, shimming is a normal part of erection and is not subject to claim.
Download panel installation manuals from:
Descargue los manuales de instalación del panel desde:
Building A
DESIGN CRITERIA
Job Number ......................: 20-B-34452
Builder .........................: FABRI-STEEL WEST-111010 Jobsite Location ................: ROSEVILLE SOCCER COMPLEX, ROSEVILLE, CA Building Code ...................: 2022 CALIFORNIA BUILDING CODE Building Risk Category ..........: Normal (Risk Category II) Roof Dead Load
Superimposed ...............: 2.35 psf
Collateral .................: 6.00 psf
(6.00 psf Other)
Roof Live Load ..................: 20.00 psf reduction allowed Snow
Ground Snow Load (Pg) ......: 20.00 psf
Snow Importance Factor (I) .: 1.00
Snow Exposure Factor (Ce) ..: 0.90
Thermal Factor (Ct) ........: 1.20
Slope Factor (Cs) ..........: 1.00
Sloped Roof Snow (Ps) ......: 15.12 psf
Minimum Roof Snow Load (Pm) : 20.00 psf
Wind
Ultimate Wind Speed (Vult) .: 95 mph
Nominal Wind Speed (Vasd) ..: 74 mph (IBC section 1609.3.1) Serviceability Wind Speed ..: 66 mph
Ground Elevation Factor ....: 1.00 (97 ft ASL)
Wind Exposure Category .....: C
Exposure Coefficient (MWFRS): 0.868
Enclosure Classification ...: Enclosed Building
Internal Pressure Coef (GCpi): 0.18/-0.18
Wall Loads for components not provided by building manufacturer Zone 5 Areas (within 4.00' of corner) : 18.34 psf pressure -24.45 psf suction Zone 4 Areas (away from corners) : 18.34 psf pressure -19.87 psf suction These values are the maximum values required based on a 10 sq ft area.
Components with larger areas may have lower wind loads.
Seismic
Seismic Importance Factor (Ie): 1.00
Seismic Design Category ....: D
Soil Site Class ............: D Stiff Soil (Default)
Ss .........................: 0.468 g Sds ....: 0.445 g S1 .........................: 0.230 g Sd1 ....: 0.328 g Analysis Procedure .........: Equivalent Lateral Force
Column Line 1 & 4 2-3 SWA & SWC
Basic Force Resisting System B3 C4 B3
Response Modification Coefficient (R) 3.25 3.50 3.25
Seismic Response Coefficient (Cs) 0.137 0.127 0.137
Design Base Shear in kips (V) 1.42 2.96 4.82
Basic Structural System (from ASCE 7-16 Table 12.2-1)
B3 - Ordinary Steel Concentrically Braced Frame
C4 - Ordinary Steel Moment Frame
DEFLECTION CRITERIA
Building Descriptions
Length
Job Number ......................: 20-B-34452
Builder .........................: FABRI-STEEL WEST-111010 Jobsite Location ................: ROSEVILLE SOCCER COMPLEX, ROSEVILLE, C The material supplied by the manufacturer has been designed with the following minimum deflection criteria. The actual deflection may be less depending on actual load and actual member length.
BUILDING DEFLECTION LIMITS ......: BLDG-A
Roof Limits Rafters Purlins Panels
------------------------------- -------- ------- ------ Live: L/ 180 150 60
Snow: L/ 180 180 60
Serviceability Wind: L/ 180 180 60
Total Gravity: L/ 120 120 60
Total Uplift: L/ N/A N/A 60
Frame Limits Sidesway
------------------------------- --------
Live: H/ 60
Snow: H/ 60
Serviceability Wind: H/ 60
Seismic Drift: H/ 40
Total Gravity: H/ 60
Service Seismic: H/ 40
Wall Limits Limit
------------------------------- --------
Total Wind Panels: L/ 60
Total Wind Girts: L/ 90
Total Wind EW Columns: L/ 120
The Service Seismic limit as shown here is at service level loads.
PROJECT NOTES
Material properties of steel bar, plate, and sheet used in the fabrication of built-up structural framing members conform to ASTM A529, ASTM A572, or ASTM A1011 with 55 ksi min. yield, except flanges wider than 12" and thicker than 3/8", all flanges thicker than 1", and all webs thicker than 3/8" are 50 ksi min. yield. Rod X-bracing conforms to ASTM A529 or ASTM A572 with 50 ksi min. yield. Cable X-bracing conforms to ASTM A475 7 Strand Extra High-Strength grade. Hot rolled structural shapes conform to ASTM A992, ASTM A529, or ASTM A572 with 50 ksi min. yield. Hot rolled angles, other than flange braces, conform to ASTM A36 minimum. Round and rectangular HSS conforms to ASTM A500 Grade B. Cold-formed steel secondary framing Members conform to ASTM A1011 or ASTM A653 Grade 55 with 55 ksi min. yield. For Canada, material properties conform to CAN/CSA G40.20/G40.21 or equivalent.
Unless otherwise noted, special inspection of fabricated items is not required. Per IBC section 1704.2.5.1, fabricator is approved to perform such work without special inspection through maintenance of IAS AC 472 certification MB-136.
Bolted joints with A325 Type 1 bolts greater than 1/2" diameter are specified as pre-tensioned joints in accordance with the most recent edition of the RCSC Specification for Structural Joints Using ASTM A325 or A490 Bolts. Pre Tensioning can be accomplished by using the turn-of-nut method of tightening, calibrated wrench, twist-off-type tension-control bolts or direct-tension indicator as acceptable to the Inspecting Agency and Building Official.
Installation inspection requirements for pre-tensioned joints (Specification for Structural Joints Section 9.2) using turn-of-nut method is suggested. The connections on this project are not slip critical.
Design criteria as noted is as given within order documents and is applied in general accordance with the applicable provisions of the model code and/or specification indicated. Neither the metal building manufacturer nor the certifying engineer declares or attests that the loads as designated are proper for local provisions that may apply or for site specific parameters.
The design criteria is supplied by the builder, project owner, or an Architect and/or Engineer of Record for the overall construction project.
This project is designed using manufacturer's standard serviceability criteria. Generally this means that all deflections are within typical performance limits for normal occupancy and standard metal building products.
This metal building system is designed as an Enclosed Building. Exterior and/or operable components including, but not limited to, doors, windows, vents, etc. ("Components") must be designed to withstand the required component and cladding wind pressures specified by the building code. In order to maintain the metal building system's Enclosed Building condition, all Components shall be closed when wind velocities reach half the designed wind load for the metal building system as shown on the drawings and design criteria documentation. Failure to maintain the metal building system's Enclosed Building condition will violate and void all warranties and certifications applicable to the material supplied by the metal building manufacturer.
The use of fully exposed for the snow exposure results in the rigid frames being designed for only 90 percent of the roof snow load that is used for partially exposed. For a fully exposed snow exposure to be used, all of the following conditions must be true:
1. The roof is exposed to wind on all sides with no obstructions higher than the roof located closer to the building than a distance equal to 10 times the height of the obstruction above the roof.
2. The roof is exposed to wind on all sides with no significant obstructions on the roof such as parapet walls or large roof top mechanical units.
3. The roof is not exposed to accumulation of snow due to drifting or sliding from adjacent structures.
The materials by the manufacturer will be fabricated in a facility that has received Certification of Accreditation for the Manufacture of Metal Building Systems (AC472) from International Accreditation Service (IAS). This certification is recognized under Section 1704 of the IBC for approved fabricator.
Framed openings, walk doors, and open areas shall be located in the bay and elevation as shown in the erection drawings. The cutting or removal of girts shown on the erection drawings due to the addition of framed openings, walk doors, or open areas not shown may void the design certifications supplied by the metal building manufacturer.
Building ID
80'-0 16'-8
Drawing Index
Page Description F1 Anchor Rod Setting Plan F2 Anchor Rod Details F3 Reactions E1 Cover Sheet E2 Primary Steel E3 Roof Framing E4 Roof Sheeting RPA & RPC E5 Sidewall Framing Sheeting SWA
E6 Sidewall Framing Sheeting SWC
E7 Endwall Framing Sheeting EWB
E8 Endwall Framing Sheeting EWD
E9 Cross Section at Frame Line 2 E10 Cross Section at Frame Line 3 E11 Connection Detail E1 of 11
20-B-34452
Jun 17, 2025
This item has been electronically signed and sealed by
Russell Ma, P.E. on the date and/or time stamp shown
using a digital signature. Printed copies of this
document are not considered signed and sealed and the
signature must be verified by a 3rd Party Certificate
Authority on any electronic copy.
RUSSELL MA, P.E.
CALIFORNIA P.E. C67054
1 2 3 4
A A
B B
C C
D D
SWC EWB EWD
SWA
Bld'g A
Key Plan
Primary Steel
Bld'g A
E2 of 11
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signature must be verified by a 3rd Party Certificate
Authority on any electronic copy.
RUSSELL MA, P.E.
CALIFORNIA P.E. C67054
1 2 3 4
A A
B B
C C
D D
26'-4 10'-04 10'-0 20'-0 40'-0 OUT/OUT OF STEEL 10'-0 20'-0 10'-0 40'-0 OUT/OUT OF STEEL26'-8 26'-4 4 80'-0 OUT/OUT OF STEEL EWB
- DENOTES: CLIP LOCATION
SC90 AT 8" PURLINS
SC92 AT 10" PURLINS
SC94 AT 12" PURLINS EWD
ZEE SECTION LAP TABLE
S
T SYMBOL G
LAP LENGTH SYMBOL V 3'-1 3/4 "
-0'-0 1/4 " 0'-3 3/4 " 2'-5 3/4 " LAP LENGTH
R 1'-5 3/4" REFER TO CF01122
SWC
SWA
Bld'g A
Key Plan
Roof Framing
4- P-1 (TYP) 8X2.5Z13
4- P-2 (TYP) 8X2.5Z13
4- P-1 (TYP) 8X2.5Z13 V
1/2" Ø ROD
(TYP)
1/2" Ø ROD
V
CENTERLINE OF RIDGE
RPA W8X10 W8X10 8X2.5C12 8X2.5C12 W8X10 W8X10 8X2.5C12 8X2.5C12 (TYP)
V
1/2" Ø ROD
V
1/2" Ø ROD
1/2" Ø ROD
RPC
1/2" Ø ROD
1/2" Ø ROD
1/2" Ø ROD
(TYP) V (TYP)
4- P-3 (TYP) 8X2.5Z13
V (TYP)
(TYP) (TYP) (TYP) V V
4- P-2 (TYP) 8X2.5Z13
4- P-3 (TYP) 8X2.5Z13 E3 of 11
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Jun 17, 2025
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Russell Ma, P.E. on the date and/or time stamp shown
using a digital signature. Printed copies of this
document are not considered signed and sealed and the
signature must be verified by a 3rd Party Certificate
Authority on any electronic copy.
RUSSELL MA, P.E.
CALIFORNIA P.E. C67054
Downspout Layout
[6 Req'd] BUILDING "A"
1 2 3 4
A A
B B
C C
D D
1'-0
1'-0
Bld'g A
Downspouts at Building A SWA are to be placed at a spacing not to exceed 80'-0" with a downspout within 40'-0" of each end of the gutter run. PBR ROOF PANELS ARE TO BE FIELD CUT IF THE PANELS EXTEND OUTSIDE OF THE ROOF PLANE. PANELS ARE NOT TO BE BACK LAPPED. EWB
SWC EWD
SWA Key Plan
Roof Sheeting RPA & RPC 19'-3 _7
8 F6028B1 19'-3 _7
8 19'-3 _78 19'-3 _78 19'-3 _78 19'-3 _78
F6028B1 19'-3 _7
8 19'-3 _78 19'-3 _7
8 19'-3 _78 19'-3 _7
8 19'-3 _7
8 19'-3 _78 19'-3 _78 19'-3 _78 19'-3 _78 19'-3 _78 19'-3 _78 19'-3 _78 19'-3 _78 19'-3 _78 19'-3 _78 19'-3 _78 19'-3 _78 19'-3 _78 19'-3 _78 19'-3 _78 19'-3 _78 19'-3 _78 19'-3 _7 8 19'-3 _7
8 19'-3 _78 19'-3 _78 19'-3 _78 19'-3 _78 19'-3 _78 19'-3 _7 8 19'-3 _7
8 19'-3 _7
8 19'-3 _78 19'-3 _78 19'-3 _78 19'-3 _78 19'-3 _78 19'-3 _78 19'-3 _78 19'-3 _78 19'-3 _78 19'-3 _78 19'-3 _78 19'-3 _78 19'-3 _78 19'-3 _78 19'-3 _78 RPA
RPC
Panel Overhang From Outer Steel = 3'' Panel Color = S200 STANDARD TBD Panel Type = PBR
RPA
Panel Overhang From Outer Steel = 3'' Panel Color = S200 STANDARD TBD Panel Type = PBR
RPC
F321-1
F797-1
F317-1(1)
F797-1
E4 of 11
20-B-34452
Jun 17, 2025
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Russell Ma, P.E. on the date and/or time stamp shown
using a digital signature. Printed copies of this
document are not considered signed and sealed and the
signature must be verified by a 3rd Party Certificate
Authority on any electronic copy.
RUSSELL MA, P.E.
CALIFORNIA P.E. C67054
Sidewall Framing SWA at Grid Line A
Sidewall Sheeting SWA
1 2 3 4 2'-8
16'-0 7'-4
4 26'-8 4 6'-6 7'-6 16'-8 EAVE HEIGHT 12'-0
3'-4
26'-4 26'-4
1'-0
Bld'g A
- DENOTES: (4) 1/2"Ø BOLTS AT PURLIN OR GIRT CONNECTION TO CLIP. REFER TO CF01122
ZEE SECTION LAP TABLE
S
T SYMBOL G
LAP LENGTH SYMBOL V 3'-1 3/4 "
-0'-0 1/4 " 0'-3 3/4 " 2'-5 3/4 " LAP LENGTH
R 1'-5 3/4" REFER TO CF01122 EWB
SWC EWD
SWA Key Plan
8X2.5Z16
8X2.5Z13
R
1/2" Ø ROD
8X2.5Z16 8X3.5C14
R
1/2" Ø ROD 8X3.5C14
8X2.5Z16
8X2.5Z13
8X2.5Z16
8X3.5E14 8X3.5E14 8X3.5E14
8X2.5C16
8X2.5Z16
R R
W8X10 W8X10 16'-7 _1
2 16'-7 _12 16'-7 _12 16'-7 _12 16'-7 _12 16'-7 _12 16'-7 _12 16'-7 _12 16'-7 _12 16'-7 _12 4'-6 4'-6 4'-6 4'-6 4'-6 16'-7 _1 2 16'-7 _1
2 16'-7 _12 16'-7 _12 16'-7 _12 16'-7 _12 16'-7 _12 16'-7 _12 16'-7 _12 16'-7 _12 16'-7 _12 16'-7 _12 required per Construction Details Field Cut Panel and Trim as Panel Pkg. Req'd. = PBS-3 Panel Color = S200 STANDARD TBD Panel Coverage = 3'-0'' PBR Wall Panels E5 of 11
20-B-34452
Jun 17, 2025
This item has been electronically signed and sealed by
Russell Ma, P.E. on the date and/or time stamp shown
using a digital signature. Printed copies of this
document are not considered signed and sealed and the
signature must be verified by a 3rd Party Certificate
Authority on any electronic copy.
RUSSELL MA, P.E.
CALIFORNIA P.E. C67054
Sidewall Framing SWC at Grid Line D
Sidewall Sheeting SWC
4 3 2 1 6'-6 7'-6
4 2'-826'-4 4 16'-8 EAVE HEIGHT26'-8 26'-4
1'-0
- DENOTES: (4) 1/2"Ø BOLTS AT PURLIN OR GIRT CONNECTION TO CLIP. REFER TO CF01122
ZEE SECTION LAP TABLE
S
T SYMBOL G
LAP LENGTH SYMBOL V 3'-1 3/4 "
-0'-0 1/4 " 0'-3 3/4 " 2'-5 3/4 " LAP LENGTH
R 1'-5 3/4" REFER TO CF01122 EWB
SWC EWD
SWA
Bld'g A
Key Plan
R
W8X10
8X2.5Z14 (TYP)
1/2" Ø ROD
1/2" Ø ROD
R
8X2.5Z16
8X2.5Z16 (TYP)
8X2.5Z16
8X2.5Z14
8X2.5Z16
8X3.5E14 8X3.5E14 8X3.5E14
(TYP) R R (TYP)
W8X10 16'-7 _1
2 16'-7 _12 16'-7 _12 16'-7 _12 16'-7 _12 16'-7 _12 16'-7 _12 16'-7 _12 required per Construction Details Field Cut Panel and Trim as Panel Pkg. Req'd. = PBS-4 Panel Color = S200 STANDARD TBD Panel Coverage = 3'-0'' PBR Wall Panels 16'-7 _1
2 16'-7 _12 16'-7 _12 16'-7 _12 16'-7 _12 16'-7 _12 16'-7 _12 16'-7 _12 16'-7 _12 16'-7 _12 16'-7 _12 16'-7 _12 16'-7 _12 16'-7 _12 16'-7 _12 16'-7 _12 16'-7 _12 16'-7 _12 16'-7 _12 E6 of 11
20-B-34452
Jun 17, 2025
This item has been electronically signed and sealed by
Russell Ma, P.E. on the date and/or time stamp shown
using a digital signature. Printed copies of this
document are not considered signed and sealed and the
signature must be verified by a 3rd Party Certificate
Authority on any electronic copy.
RUSSELL MA, P.E.
CALIFORNIA P.E. C67054
Endwall Framing EWB at Grid Line 1
Endwall Sheeting EWB
D C B A
10'-0 10'-0 6'-6 7'-6 2'-8 16'-8 EAVE HEIGHT20'-0
2'-0
Bld'g A
SWA EWB
SWC EWD
Key Plan
(2) 1/2" x 1 1/4" A325 B&N
12 12
1 W8X10
8X2.5Z16
8X2.5Z16
8X2.5Z14
8X2.5Z16
8X2.5Z16
8X2.5Z16
W8X10 W8X10
1/2" Ø ROD
1/2" Ø ROD
(4) 1/2" x 1 3/4" A325 B&N
(2) 1/2" x 1 1/4" A325 B&N
(4) 3/4" x 1 3/4" A325 B&N W/ (1) WASHER
PER BOLT
(4) 1/2" x 1 3/4" A325 B&N W/ (1) WASHER
PER BOLT
(4) 3/4" x 1 3/4" A325 B&N W/ (1) WASHER
PER BOLT
(4) 1/2" x 1 3/4" A325 B&N W/ (1) WASHER
PER BOLT
1 W8X10 W8X10 W8X10 16'-9 _1
4 17'-0 _1
4 required per Construction Details Field Cut Panel and Trim as Panel Pkg. Req'd. = PBS-1 Panel Color = S200 STANDARD TBD Panel Coverage = 3'-0'' PBR Wall Panels 17'-3 _1
4 17'-6 _1
4 17'-9 _1
4 18'-0 _1
4 18'-2 _1
4 18'-2 _14 18'-0 _1
4 17'-9 _1
4 17'-6 _1
4 17'-3 _1
4 17'-0 _1
4 16'-9 _1
4 E7 of 11
20-B-34452
Jun 17, 2025
This item has been electronically signed and sealed by
Russell Ma, P.E. on the date and/or time stamp shown
using a digital signature. Printed copies of this
document are not considered signed and sealed and the
signature must be verified by a 3rd Party Certificate
Authority on any electronic copy.
RUSSELL MA, P.E.
CALIFORNIA P.E. C67054
Endwall Framing EWD at Grid Line 4
Endwall Sheeting EWD
A B C D
10'-0 2'-810'-0 6'-6 7'-6 16'-8 EAVE HEIGHT 12'-0
2'-0 16'-0 2'-0
20'-0
2'-0 EWB
SWC EWD
SWA
Bld'g A
Key Plan
(4) 1/2" x 1 3/4" A325 B&N W/ (1) WASHER
PER BOLT
8X2.5Z16
W8X10
W8X10
8X2.5Z16 8X2.5Z16
W8X10
1/2" Ø ROD
(2) 1/2" x 1 1/4" A325 B&N
W8X10 8X3.5C14
8X2.5Z16
8X2.5Z16 8X2.5Z16 8X2.5Z16
W8X10 8X3.5C14
1 8X2.5C16
1/2" Ø ROD 1/2" Ø ROD
1/2" Ø ROD
(4) 1/2" x 1 3/4" A325 B&N
(2) 1/2" x 1 1/4" A325 B&N
(4) 3/4" x 1 3/4" A325 B&N W/ (1) WASHER
PER BOLT
(4) 1/2" x 1 3/4" A325 B&N W/ (1) WASHER
PER BOLT
(4) 3/4" x 1 3/4" A325 B&N W/ (1) WASHER
PER BOLT
12 12
1 W8X10 6'-0 _3
4 5'-7 _3
4 16'-9 _1
4 5'-10 _3
4 17'-3 _1
4 17'-0 _1
4 17'-6 _1
4 required per Construction Details Field Cut Panel and Trim as Panel Pkg. Req'd. = PBS-2 Panel Color = S200 STANDARD TBD Panel Coverage = 3'-0'' PBR Wall Panels 16'-9 _1
4 17'-0 _1
4 17'-6 _1
4 5'-10 _3
4 6'-0 _3
4 5'-7 _3
4 17'-3 _1
4 E8 of 11
20-B-34452
Jun 17, 2025
This item has been electronically signed and sealed by
Russell Ma, P.E. on the date and/or time stamp shown
using a digital signature. Printed copies of this
document are not considered signed and sealed and the
signature must be verified by a 3rd Party Certificate
Authority on any electronic copy.
RUSSELL MA, P.E.
CALIFORNIA P.E. C67054
D A 16'-3
_58 +/- CLEAR 7'-6
5'-016
___3 1'-4 2'-8
5'-016
___3 16'-8 EAVE HEIGHT
35'-11 +/- CLEAR
82 _1
84 _1
4'-38
_7
20'-0
40'-0 OUT/OUT OF STEEL
4'-416
___9
2'-02
_1
5'-016
___3 2'-8 6'-6 7'-6 16'-8 EAVE HEIGHT
1'-4 5'-016
___3 4'-416
___9 6'-6
4'-38
_7
8 _1
4 8
_1
4 84
_1
82 _1 20'-0 14'-9
_34 +/- CLEAR 14'-9_34 +/- CLEAR
2'-02
_1
MARK OUTSIDE FLG
THICK WIDTH
INSIDE FLG
THICK WIDTH WEBTHICK START DEPTH END DEPTH PRIMARY BUILT-UP MEMBER SIZES 1 0.2500 5" 0.2500 5" 0.1340 8.0000 13.1811
2 0.2500 5" 0.2500 5" 0.1560 13.1811 15.5000
3 0.2500 5" 0.2500 5" 0.1340 15.5000 15.5000
20-B-34452\ver01-jose.martinezjimenez\BLDG-A\Drftg\x23L (06/12/25 11:40:30) GENERAL NOTES MAY VARY DUE TO CONDITIONS (DEFLECTION). FRAME CLEARANCES SHOWN ARE APPROXIMATE AND VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION.
APPROXIMATE MEMBER WEIGHTS
PART MARK WEIGHT R1 328 C1 270
Cross Section at Frame Line 2
(8) 3/4" x 2 1/4" A325 B&N
2E/2E
(8) 3/4" x 2 1/4" A325 B&N
2E/2E
(8) 3/4" x 2 1/4" A325 B&N
2E/2E
1 2
6" X 0.500
12 12
1 FIN. FL. ELEV.
6" X 0.500
6" X 0.500 6" X 0.500
5" X 0.250
6" X 0.500 6" X 0.500
5" X 0.250
1 3 3
1 2
E9 of 11
20-B-34452
Jun 17, 2025
This item has been electronically signed and sealed by
Russell Ma, P.E. on the date and/or time stamp shown
using a digital signature. Printed copies of this
document are not considered signed and sealed and the
signature must be verified by a 3rd Party Certificate
Authority on any electronic copy.
RUSSELL MA, P.E.
CALIFORNIA P.E. C67054
D A 16'-8 EAVE HEIGHT
2'-02
_1
82 _1
8 _1
4 4'-38
_7 16'-3
_58 +/- CLEAR
2'-02 35'-11 +/- CLEAR _1 14'-9
_34 +/- CLEAR
8 _1
4 16'-8 EAVE HEIGHT 7'-6
82 _1
84 _1 6'-6
84 _1
5'-016
___3 14'-9
_34 +/- CLEAR 2'-8 6'-6
1'-4 5'-016
___3 4'-416
___9 4'-38
_7 2'-8 7'-6
4'-416
___9 5'-016
___3 5'-016
___3 1'-4
20'-0 20'-0
40'-0 OUT/OUT OF STEEL
MARK OUTSIDE FLG
THICK WIDTH
INSIDE FLG
THICK WIDTH WEBTHICK START DEPTH END DEPTH PRIMARY BUILT-UP MEMBER SIZES 1 0.2500 5" 0.2500 5" 0.1340 8.0000 13.1811
2 0.2500 5" 0.2500 5" 0.1560 13.1811 15.5000
3 0.2500 5" 0.2500 5" 0.1340 15.5000 15.5000
20-B-34452\ver01-jose.martinezjimenez\BLDG-A\Drftg\x23L (06/12/25 11:40:30) GENERAL NOTES MAY VARY DUE TO CONDITIONS (DEFLECTION). FRAME CLEARANCES SHOWN ARE APPROXIMATE AND VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION.
APPROXIMATE MEMBER WEIGHTS
PART MARK WEIGHT R1 328 C1 270 C2 270
Cross Section at Frame Line 3
6" X 0.500
3 1
3 6" X 0.500
5" X 0.250
1 12
(8) 3/4" x 2 1/4" A325 B&N
2E/2E
12 1
FIN. FL. ELEV.
6" X 0.500 6" X 0.500
5" X 0.250
6" X 0.500 6" X 0.500
1 2 2
(8) 3/4" x 2 1/4" A325 B&N
2E/2E
(8) 3/4" x 2 1/4" A325 B&N
2E/2E
E10 of 11
20-B-34452
Jun 17, 2025
This item has been electronically signed and sealed by
Russell Ma, P.E. on the date and/or time stamp shown
using a digital signature. Printed copies of this
document are not considered signed and sealed and the
signature must be verified by a 3rd Party Certificate
Authority on any electronic copy.
RUSSELL MA, P.E.
CALIFORNIA P.E. C67054
Frame Documentation
A325 Connection Bolt Details
05-12-10
Mar '24 06
E11 of 11
20-B-34452
Jun 17, 2025
This item has been electronically signed and sealed by
Russell Ma, P.E. on the date and/or time stamp shown
using a digital signature. Printed copies of this
document are not considered signed and sealed and the
signature must be verified by a 3rd Party Certificate
Authority on any electronic copy.
RUSSELL MA, P.E.
CALIFORNIA P.E. C67054
F-1 FOUNDATION PLAN MOUNTAIN VIEW Structural Engineering Consulting Design FABRI STEEL WEST INC. ENGINEERING, INC. ROSEVILLE SOCCER COMPLEX 2600 WESTBROCK BLVD. 25-0708 ROSEVILLE, CALIFORNIA
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F-2 FOUNDATION DETAILS MOUNTAIN VIEW Structural Engineering Consulting Design RESEVILLE SOCCER COMPLEX 2600 WESTBROCK BLVD, FABRI STEEL WEST INC. ENGINEERING, INC. 25-0708 ROSEVILLE CALIFORNIA
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RESOLUTION NO. 25-292
APPROVING A DESIGN-ASSIST CONSTRUCTION AGREEMENT AMENDMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND ROBERT A. BOTHMAN, INC. DBA ROBERT A. BOTHMAN CONSTRUCTION, INC., AND AUTHORIZING THE CITY
MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE
WHEREAS, a design-assist construction agreement amendment for the Roseville Sports Complex, by and between the City of Roseville and Robert A. Bothman, Inc. dba Robert A.
Bothman Construction, Inc., has been reviewed by the City Council; and NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said amendment is hereby approved and that the City Manager is authorized to execute it on behalf of the City of Roseville.
BE IT FURTHER RESOLVED that the City Manager or his designee is authorized to approve change orders for the project, consistent with the contract terms, provided that the net cost of all change orders shall not exceed ten percent (10%) of the contract price.
PASSED AND ADOPTED by the Council of the City of Roseville this ___ day of ______________, 2025, by the following vote on roll call:
AYES COUNCILMEMBERS:
NOES COUNCILMEMBERS:
ABSENT COUNCILMEMBERS:
______________________________
MAYOR
ATTEST:
________________________
City Clerk
Vicinity Map – West Side Maintenance Yard
City Council
Communication
Meeting Date: 9/3/2025
Item #: VII.3
File #: 0203-06
Item ID: 2025-595
Title: Enterprise Project Management Software - Contract Purchase Agreement Contact: Sajanbir Kaur 916-774-5421 [email protected]
SUMMARY
Staff recommends approval of a contract purchase agreement with Metafuse Incorporated dba Project Insight in an estimated amount of $340,500 to provide a citywide enterprise project management solution for an initial five-year period. Additionally, staff recommends authorization for the Chief Information Officer to approve change orders up to an additional 10% to cover unexpected changes to the project scope or schedule and authorization for three optional renewal years without further Council approval, pending Council's approval of the yearly budget. Funding is included in the Enterprise Project Management Software Project in the General Fund, enterprise funds, and internal service funds.
RECOMMENDATION
Staff recommends that the City Council:
1. Adopt a resolution to approve a contract purchase agreement (3004902) with Metafuse Incorporated dba Project Insight to implement a citywide Enterprise Project Management (EPM) system and authorize the City Manager to execute it on behalf of the City of Roseville;
2. Authorize the City Manager or his designee to approve change orders up to an additional 10% to cover unexpected changes to the project scope or schedule; and
3. Authorize the City Manager or his designee to execute three (3) additional one (1) year renewals without further City Council approval, provided that the applicable budget is approved by the City Council, or until staff determines that continuing with this consultant is not in the best interest of the City.
BACKGROUND
The City of Roseville has identified a need for a citywide Enterprise Project Management (EPM) solution to assist in managing complex projects across construction, technology, and other types of projects throughout the organization. This new EPM tool will complement the City's Oracle Enterprise Resource Planning (ERP) system, which serves as the City's system of record for all finance, human resources, and payroll data. The initiative aims to create a citywide EPM system to simplify project tracking and resource management, reduce complexity and improve overall workflow. Implementing an Enterprise Project Management (EPM) system will streamline project management across departments while reducing overhead and duplication of effort. A shared platform will foster better communication and coordination between all departments, driving more successful outcomes across the city. To ensure the best fit for the City’s needs, a formal Request for Proposals (RFP# 12-033) was issued. After reviewing and scoring all submissions, Metafuse Incorporated dba Project Insight ranked as the top respondent and was selected by a multi-departmental selection team as the recommended vendor for this project.
FISCAL IMPACT
The cost of $340,500 for this contract is funded in the Enterprise Project Management Software project budget. As a citywide technology project, the budget is funded as follows: General - 56.60%, Fleet -
1.80%, Facility Rehabilitation – 1.50%, Electric - 15.20%, Water Rehabilitation – 6.70%, Wastewater Rehabilitation - 9.60%, Solid Waste Rehabilitation - 7.60%, Transit - 0.50%, Transportation – 0.50%.
Spending for future optional renewal years will be contingent upon Council approval of budgets. Project spending for the optional renewal years is as follows: FY2030-31, $41,580; FY2031-32, $41,580; FY2032- 33, $41,580.
ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) does not apply to activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment or is otherwise not considered a project as defined by CEQA Statute §21065 and CEQA State Guidelines §15060(c)(3) and §15378. Approval of the contract purchase agreement meets the above criteria and is not subject to CEQA. No additional environmental review is required.
CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
6. Deliver exceptional City services
Respectfully Submitted,
Sajanbir Kaur, Business Systems Analyst
Hong Sae, Chief Information Officer
ATTACHMENTS:
1. Resolution 25-291
2. Contract Purchase Agreement 3004902
REVIEWERS:
Sajanbir Kaur, Information Technology Department - Strategic Planning Created/Initiated - 8/13/2025 Mollie Chacon, Information Technology Department Approved - 8/14/2025 Hong Sae, Information Technology Department Approved - 8/15/2025 Gretchen Hakala, City Attorney Department Approved - 8/20/2025 Katrina Six, City Clerk Department Approved - 8/20/2025 Ryan DeVore, City Manager Department - Assistant City Manager Approved - 8/20/2025 Dennis Kauffman, City Attorney Department Approved - 8/22/2025 Michelle Sheidenberger, City Attorney Department Approved - 8/25/2025 Dominick Casey, City Manager Department - City Manager Approved - 8/25/2025 Katrina Six, City Clerk Department Final Approval - 8/25/2025
RESOLUTION NO. 25-291
APPROVING A CONTRACT PURCHASE AGREEMENT, BY AND BETWEEN THE
CITY OF ROSEVILLE AND METAFUSE INCORPORATED DBA PROJECT INSIGHT AND
AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF
THE CITY OF ROSEVILLE
WHEREAS, a contract purchase agreement (3004902) to implement a citywide enterprise project management system, by and between the City of Roseville and Metafuse Incorporated dba Project Insight, has been reviewed by the City Council; and NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said agreement is hereby approved and the City Manager is authorized to execute it on behalf of the City of Roseville.
BE IT FURTHER RESOLVED that the City Manager or his designee is authorized to approve change orders for the project, consistent with the contract terms, provided that the net cost of all change orders shall not exceed ten percent (10%) of the contract price.
BE IT FURTHER RESOLVED, that the City Manager or his designee is authorized to execute three (3) additional one (1) year renewals without further City Council approval, provided that the applicable budget is approved by the City Council, or until staff determines that continuing with this consultant is not in the best interest of the City.
PASSED AND ADOPTED by the Council of the City of Roseville this ___ day of ______________, 2025, by the following vote on roll call:
AYES COUNCILMEMBERS:
NOES COUNCILMEMBERS:
ABSENT COUNCILMEMBERS:
______________________________
MAYOR
ATTEST:
________________________
City Clerk
Contract Purchase Agreement 3004902
Supplier Details:
Company Metafuse Inc dba Project Insight
Contact Mathew Sparkes
Address 5281 California Ave Ste 220
Irvine, CA 92617
Submit your response to:
Company City of Roseville
Contact Erica Kaminski
Address Purchasing Division
311 Vernon St
Roseville, CA 95678
Phone (916) 746-1108
Fax (916) 746-1115
E-mail [email protected]
This Contract Purchase Agreement is sent for your review and acceptance. Notify the Buyer via email of any needed changes to the company name, address, and contact information. The Buyer will update the agreement prior to you signing the document.
Return signed copies of the agreement to the Buyer noted on the agreement. Alterations or modifications to the agreement are not allowed. Upon receipt of all necessary documents, the City will sign the agreement and return a fully executed copy to you. Receipt of the signed copy will be your notice to proceed with the work in accordance with the terms and conditions of the agreement. Work must not begin until the contract has been fully executed.
The following guidelines must be followed for the signature block on the agreement:
Sole proprietorship - By owner
Partnership - Any general partner
Corporation - Two options:
(1) A signature from the President and the corporate seal; OR (2) One signature from the Chairman of the Board, President, or any Vice President AND one signature from the Secretary, any Assistant Secretary, Chief Financial Officer, or any Treasurer or Assistant Treasurer of the corporation
*General Manager, Office Manager and/or Sales Manager are not corporate officer titles. The agreement will be rejected if not signed in accordance with these guidelines.
Insurance requirements:
The City's insurance requirements are referenced on Attachment A of the agreement. By signing the agreement, you are confirming that your company has the minimum insurance limits required. 1 Docusign Envelope ID: 18069B73-E599-4B4C-9268-48AB81A60C5E
Contract Purchase Agreement 3004902
Agreement 3004902
Agreement Date 07-AUG-2025
Revision 0
Agreement Amount 340,500.00 USD
Invoice To City of Roseville
Accounts Payable
311 Vernon St
ROSEVILLE CA 95678
Supplier Metafuse Inc dba Project Insight
5281 California Ave Ste 220
Irvine, CA 92617
Phone:
Fax:
Email:
(916) 774-5488
(916) 784-3796
[email protected]
Phone:
Fax:
Email:
()
()
[email protected]
Description of
Labor,
equipment
and/or materials
THE VENDOR SHALL PROVIDE THE SERVICES CALLED FOR UNDER THE CITY OF ROSEVILLE REQUEST FOR PROPOSAL (RFP) 12-033 FOR ENTERPRISE
PROJECT MANAGEMENT (EPM) SOFTWARE AND CONTRACTOR'S PROPOSAL THERETO TITLED "RFP 12-033 ENTERPRISE PROJECT MANAGEMENT (EPM) SOFTWARE" (HEREINAFTER "PROPOSAL"). THE TERMS AND SCOPE OF WORK OF CITY OF ROSEVILLE RFP 12-033 AND CONTRACTOR'S PROPOSAL ARE
HEREIN MADE PART OF THIS AGREEMENT AND FULLY INCORPORATED BY REFERENCE. THE ATTACHED METAFUSE INC DBA PROJECT INSIGHT ORDER 180211820 DATED 8/6/25 INCLUDING OPTIONAL INTEGRATIONS, PROJECT INSIGHT CUSTOMER AGREEMENT, SOW FOR RFP 12-033 - ENTERPRISE
PROJECT MANAGEMENT (EPM) SOFTWARE, PROJECT INSIGHT ESCALATION
PROCESS, AND PROPOSED PAYMENT SCHEDULE ARE FULLY INCORPORATED BY REFERENCE ONTO THIS AGREEMENT.
START DATE: EXECUTED AGREEMENT
END DATE: 60 MONTHS FROM DATE OF EXECUTED AGREEMENT
PLEASE CONTACT SAJANBIR KAUR IN THE IT DEPARTMENT AT (916) 774-5421 OR [email protected] FOR QUESTIONS REGARDING THIS
AGREEMENT.
Customer # Supplier # Payment Terms Freight Terms FOB Shipping Method 16488 Net 30 Freight on Board at the destination Destination Best Method Start Date End Date Confirm To
Erica Kaminski Phone 1-916-746-1108
Attention: Total Cost not to exceed the agreement amount without prior approval of the Purchasing office. 2 Docusign Envelope ID: 18069B73-E599-4B4C-9268-48AB81A60C5E
Contract Purchase Agreement 3004902
Contract Terms and Conditions
1. To the fullest extent allowed by law, Consultant shall defend, indemnify, and save and hold harmless City, its officers, agents, employees and volunteers from any claims, suits or actions of every name, kind and description brought forth, or on account of, injuries to or death of any person (including but not limited to workers and the public), or damage to property, resulting from or arising out of Consultant's willful misconduct or negligent act or omission while engaged in the performance of obligations or exercise of rights created by this Agreement, except those matters arising from City's sole negligence or willful misconduct. The parties intend that this provision shall be broadly construed. Consultant's responsibility for such defense and indemnity obligations shall survive the termination or completion of this Agreement for the full period of time allowed by law. The defense and indemnity obligations of this agreement are undertaken in addition to, and shall not in any way be limited by, the insurance obligations contained in this Agreement.
2. Consultant is an independent contractor, and shall not be considered an officer, agent, or employee of the City.
3. Without the written consent of the City, this Agreement is not assignable by Consultant either in whole or in part.
4. Time is of the essence of this Agreement.
5. At any time during the term of this Agreement, the City has the right to terminate this Agreement, provided Consultant is given thirty (30) days written notice. City's termination shall be without further liability to City; however, Consultant shall be entitled to all costs reasonably incurred prior to the date of termination. Consultant acknowledges that City may terminate this Agreement should funds not be appropriated by its governing body to continue services under this Agreement.
6. This Agreement may only be amended or modified in writing. It is integrated and contains the complete understanding of the parties.
7. All equipment, supplies and services sold to the City of Roseville shall conform to the general safety orders of the State of California.
8. Unless notified to the contrary, in writing, the City assumes that the Consultant has accepted the work in accordance with the plans and specifications (if any) and agrees to do the work in compliance with this Agreement. Any work product created for City pursuant to this Agreement is deemed owned by City.
9. All prevailing wages and fair employment practices must be adhered to. For prevailing wage contracts over $25,000, copies of certified payroll must be submitted with invoices. Prevailing wage rates may be obtained from the State Department of Industrial Relations and/or the following website address:
http://www.dir.ca.gov/dlsr/DPreWageDetermination.htm . In compliance with Labor Code Section 1773.2, as may be amended from time to time, Contractor shall cause a copy of this website to be posted at each jobsite, as applicable.
10. Consultant agrees to the below insurance requirements:
a. Unless otherwise specified, the Consultant shall maintain the policies of insurance outlined in Attachment A, incorporated herein by this reference, in full force and effect during the term of this Agreement. The City of Roseville retains sole discretion in determining the types and proper levels of insurance coverage. 3 Docusign Envelope ID: 18069B73-E599-4B4C-9268-48AB81A60C5E
Contract Purchase Agreement 3004902
b. Form. Consultant shall submit a certificate evidencing such coverage for the period covered by this Agreement in a form satisfactory to Risk Management and the City Attorney, prior to undertaking any work hereunder. Any insurance written on a claims made basis is subject to the approval of Risk Management and the City Attorney. c. Additional Insureds. Consultant shall also provide a separate endorsement or section of the policy showing City, its officers, agents, employees, and volunteers as additional insureds for each type of coverage, except for Workers' Compensation and Professional Liability. Such insurance shall specifically cover the contractual liability of Consultant.
The additional insured coverage under the Consultant's policy shall be primary and noncontributory, as evidenced by a separate endorsement or section of the policy and shall not seek contribution from City's insurance or self-insurance. In addition, the additional insured coverage shall be at least as broad as the Insurance Services Office (ISO) CG 20 01 Endorsement. Any available insurance proceeds in excess of the specified minimum insurance coverage requirements and limits shall be available to the additional insureds. Furthermore, the requirements for coverage and limits shall be:
(1) the minimum coverage and limits specified in this Agreement; or (2) the full coverage and maximum limits of any insurance proceeds available to the named insureds, whichever is greater.
d. Cancellation/Modification. Consultant shall provide thirty (30) days written notice to City prior to cancellation or modification of any insurance required by this Agreement. e. Umbrella/Excess Insurance. The limits of insurance required in this Agreement may be satisfied by a combination of primary and excess insurance. Any excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and noncontributory basis for the benefit of City (if agreed to in a written contract) before City's own insurance shall be called upon to protect it as a named insured.
f. Subconsultants. Consultant agrees to include in its contracts with all subconsultants the same requirements and provisions of this Agreement, including the indemnity and insurance requirements, to the extent they apply to the scope of the subconsultants work.
Furthermore, Consultant shall require its subconsultants to agree to be bound to Consultant and City in the same manner and to the same extent as Consultant is bound to City under this Agreement. Additionally, Consultant shall obligate its subconsultants to comply with these same provisions with respect to any tertiary subconsultant, regardless of tier. A copy of City's indemnity and insurance provisions will be furnished to the subconsultant or tertiary subconsultant upon request.
g. Self-Insured Retentions. All self-insured retentions (SIR) must be disclosed to Risk Management for approval and shall not reduce the limits of liability. Policies containing any SIR provision shall provide or be endorsed to provide that the SIR may be satisfied by either the named insured or City. City reserves the right to obtain a full certified copy of any insurance policy and endorsements. The failure to exercise this right shall not constitute a waiver of such right.
h. Waiver of Subrogation. Consultant hereby agrees to waive subrogation which any insurer of Consultant may acquire from Consultant by virtue of the payment of any loss under a Workers Compensation, Commercial General Liability or Automobile Liability policy.
All Workers Compensation, Commercial General Liability and Automobile Liability policies shall be endorsed with a waiver of subrogation in favor of City, its officers, agents, employees, and volunteers for all worked performed by Consultant, its employees, agents, and sub consultants.
i. Liability/Remedies. Insurance coverage in the minimum amounts set forth herein shall 4 Docusign Envelope ID: 18069B73-E599-4B4C-9268-48AB81A60C5E
Contract Purchase Agreement 3004902
not be construed to relieve Consultant of liability in excess of such coverage, nor shall it preclude City from taking such other actions as are available to it under any other provisions of this Agreement or law.
11. Consultant shall comply with all federal, state, local laws, ordinances, and policies as may be applicable to the performance of services under this Agreement. Failure to comply with local ordinances may result in monetary fines and cancellation of this Agreement.
12. In the event that the terms of any attachment or exhibit conflict with any terms of this Agreement, the terms of this Agreement shall control.
13. This Agreement may be executed in one or more counterparts, each of which shall be deemed an original, but all of which together shall constitute one and the same instrument. In the event that any signature is delivered by facsimile transmission or by e-mail delivery of a ". pdf" format data file, such signature shall create a valid and binding obligation of the party executing (or on whose behalf such signature is executed) with the same force and effect as if such facsimile or ".pdf" signature page were an original thereof.
14. If either party commences any legal action against the other party arising out of this Agreement or the performance thereof, the prevailing party in such action shall be entitled to recover its reasonable litigation expenses, including but not limited to, court costs, expert witness fees, discovery expenses, and attorneys' fees. Any action arising out of this Agreement shall be brought in Placer County, California, regardless of where else venue may lie. This Agreement shall be governed by and construed in accordance with the laws of the State of California.
15. This Agreement shall be binding upon the heirs, successors, executors, administrators and assigns of the respective parties hereto.
16. If any of the provisions contained in this Agreement are for any reason held invalid or unenforceable, such holding shall not affect the remaining provisions or the validity and enforceability of the Agreement as a whole.
17. For purposes of this Agreement, the terms "Contractor," "Consultant," and "Supplier" are used interchangeably.
18. Consultant agrees that any and all information furnished by City shall be deemed proprietary and confidential. All such information, to the extent previously, presently, or subsequently disclosed to Consultant and/or processed and derived by Consultant services is the property of City and such property shall be deemed and treated as "Confidential Information" of City.
Consultant acknowledges that such Confidential Information may contain information provided and/or generated by third-parties. Consultant agrees that such Confidential Information shall not be disclosed to any third party without written permission from City, except as required by law. Consultant shall not use the Confidential Information except to perform Consultant's services as directed by City.
19. All facilities, devices, networks, and services used to store, deliver, process, backup or purge Confidential Information will employ administrative, physical, technical, and procedural safeguards and best practices at a level sufficient to secure Confidential Information from unauthorized access, destruction, use, modification, or disclosure. Such measures will be no less protective than those used to secure Consultant's own information of a similar type, and in no event less than reasonable in view of the type and nature of the information involved. It is the City's expectation that Consultant, at its own expense, shall perform annual audits for any data centers that house Confidential Information, using an independent third-party audit that meets industry standards applicable to the services under this Agreement, and provide the audit report or certification upon request to City.
20. Consultant will retain Confidential Information until deleted by City or City-authorized third 5 Docusign Envelope ID: 18069B73-E599-4B4C-9268-48AB81A60C5E
Contract Purchase Agreement 3004902
party, or for a time period mutually agreed upon by the parties to this Agreement.
21. Upon termination or expiration of this Agreement, Consultant will ensure that all Confidential Information is securely transferred to City within thirty (30) calendar days. Consultant will ensure that any transfer of Confidential Information is accomplished by methods that are compatible with the relevant City systems, and that City will have access to all Confidential Information during any such transfer. Consultant shall securely dispose of all Confidential Information when requested by City and Consultant will provide written notification to City once all Confidential Information has been securely disposed of.
22. Consultant shall report to City any data compromise or unauthorized access to Confidential Information within twenty-four (24) hours after Consultant discovers such data compromise or unauthorized access. Consultant will take commercially reasonable measures to address any such data compromise or unauthorized access in a timely manner. Except as otherwise required by law, Consultant will not provide notice to end users or other entities of any such data compromise or unauthorized access without written permission from City. Consultant will promptly reimburse City in full for all fees and costs incurred by City in any investigation, remediation or litigation resulting from any such data compromise or unauthorized access, including identity protection and restoration services for each person, who in the City's sole discretion, could be impacted by identity theft.
23. Consultant may not advertise that City is a client, list City as a reference or otherwise use City's name, logos, trademarks, or service marks without prior written permission from City.
24. Consultant acknowledges that services rendered under this agreement (including but not limited to service levels and operational levels) shall be performed in accordance with industry standards.
25. If the project referenced on this agreement is a Public Works project, then the following shall apply: No contractor or subcontractor may work on a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. During the performance of this agreement, Contractor and its subcontractors shall have a continuing legal obligation to maintain current registration with the Department of Industrial Relations.
Contractor is hereby notified that this project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
26. If the project referenced on this agreement is a Public Works project, then the following shall apply: Contractor must submit all claims as defined in and in accordance with the claim resolution process set forth in Section 9204 of the Public Contract Code. Each such claim must be sent to the City by registered mail or certified mail with return receipt requested and must contain reasonable documentation to support the claim. All claims must be received prior to acceptance of the work.
27. Contractor/consultant's duties and services under this agreement shall not include preparing or assisting the public entity with any portion of the public entity's preparation of a request for proposals, request for qualifications, or any other solicitation regarding a subsequent or additional contract with the public entity. The public entity entering this agreement shall at all times retain responsibility for public contracting, including with respect to any subsequent phase of this project. Contractor/consultant's participation in the planning, discussions, or drawing of project plans or specifications, if any, shall be limited to conceptual, preliminary, or initial plans or specifications. Contractor/consultant shall cooperate with the public entity to ensure that all bidders for a subsequent contract on any subsequent phase of this project have access to the same information, including all conceptual, preliminary, or initial plans or specifications prepared by contractor pursuant to this agreement.
28. Consultant certifies that Consultant, its employees, directors, officers, agents, subcontractors, vendors, and volunteers are not presently debarred, excluded, suspended, declared ineligible, voluntarily excluded, or proposed for debarment, exclusion, suspension, or ineligibility by 6 Docusign Envelope ID: 18069B73-E599-4B4C-9268-48AB81A60C5E
Contract Purchase Agreement 3004902
any federal, state, or local department or agency.
29. The Levine Act (Govt. Code, Section 84308) requires a Party (and its agent(s), if any) to a Proceeding before the City of Roseville that involves any action or consideration related to their contract, license, permit, or other entitlement for use, to disclose any campaign contributions made to City elected or appointed officers totaling more than $250 within the twelve (12) months prior to the City decision and while a proceeding is pending, and includes certain prohibitions on contribution activity thereafter. If applicable campaign contributions have been made by Contractor and/or its agent(s), Contractor is responsible for compliance, including for its disclosure obligations, if any, as further described at: https://www.roseville. ca.us/government/departments/city_clerk/transparency/levine_act.
30. This Agreement may be amended via change order, but only if such change order is made in writing, approved by the City, and signed by both parties.
31. CONSULTANT agrees to defend and indemnify CITY if, despite the parties intent and practice, any venue, agency, or court with competent jurisdiction determines that CONSULTANT and/or any of its agents, officers, employees, volunteers, independent contractors, or subcontractors, are characterized as employee(s) of CITY.
CONSULTANT and CITY agree that: (a) CONSULTANT is free from the control and direction of CITY in connection with the performance of the work; (b) CONSULTANT is providing services directly to CITY; (c) CONSULTANT has and will maintain at all relevant times a business license; (d) CONSULTANT maintains a business location that is separate from CITY; (e) CONSULTANT is customarily engaged in an independently established business of the same nature as that involved in the work performed hereunder; (f) CONSULTANT actually contracts with other businesses to provide the same or similar services and maintains a clientele without restrictions from CITY; (g) CONSULTANT advertises and holds itself out to the public as available to provide the same or similar services; (h) CONSULTANT provides its own tools, vehicles, and equipment to perform the services; (i) CONSULTANT has negotiated its own rates; (j) CONSULTANT set its own hours and location of work in accomplishing CITY's on-call needs; and (k) CONSULTANT has the right to control the manner and means of accomplishing the result desired and exercises its own expert independent judgement.
The supplier named hereon by the acceptance of this order agrees to the provisions of this document titled "Contract Purchase Agreement" and all accompanying terms, conditions, and attachments.
Roseville Business License No. ____________________________________ Contractor License No. ____________________________________________ DIR Registration No. _______________________________________________ Check mark the applicable company type below:
____X_______ Corporation
___________ Limited Liability Company
___________ Partnership
___________ Sole Proprietor
City reserves the right to withhold any payments to Consultant in the event of noncompliance with insurance requirements or if required by law.
7 Docusign Envelope ID: 18069B73-E599-4B4C-9268-48AB81A60C5E N/A
00854944
N/A
Contract Purchase Agreement 3004902
Information Technology T&C
REV 11/21/24 MC
8 Docusign Envelope ID: 18069B73-E599-4B4C-9268-48AB81A60C5E
Contract Purchase Agreement 3004902
ATTACHMENT A
HUMAN RESOURCES/RISK MANAGEMENT DIVISION
INSURANCE REQUIREMENTS
AGREEMENT OVER FORMAL BID LIMIT OR INVOLVING HIGH RISK ACTIVITIES General - Required Coverage/Documentation
● General Liability: $1 Million per occurrence /$2 Million aggregate ● Automobile Liability: $1 Million combined single limit ● Workers' Compensation: Statutory *Must provide a Waiver of subrogation ● Additional Insured Endorsement (AIE) - General Liability policy: CG 20 38 04 13 or an equivalent, blanket endorsement or section of the policy. Endorsement shall cover the City of Roseville, its officers, agents, employees and volunteers as additional insured. ● Policies must be primary and non-contributory
● A 30 day notice of cancellation must be provided
● List certificate holder as: The City of Roseville - Insurance Compliance, PO Box 100085-R1, Duluth, GA 30096
Additional Liability/Insurance Requirements if required by Agreement (and marked below):
Construction:____
General Liability:
$2 Million/occurrence
$4 Million aggregate
Design Professional:____
General Liability:
$2 Million/occurrence
$4 Million aggregate
Professional Liability:
$2 Million/occurrence
Professional Consultant:____
Professional Liability:
$1 Million/occurrence
IT Services:_X___
Professional Liability:
$1 Million/occurrence
No auto required
Cyber Liability:
$1 Million/occurrence
Hazardous Materials:____
Pollution Liability:
$1 Million/occurrence
Special Events/Caterers-Vendors:____
No auto required
No workers' comp required
Professional Counseling/ Psychological:____
Professional Liability:
$1 Million/occurrence
No auto required
9 Docusign Envelope ID: 18069B73-E599-4B4C-9268-48AB81A60C5E
Contract Purchase Agreement 3004902
Pyrotechnics:____
General Liability:
$5 Million/occurrence
$10 Million aggregate
Auto - $2 Million/occurrence
Chemical/Environmental:____
General Liability:
$3 Million/occurrence
$6 Million aggregate
Pollution – $2 Million/Occurrence
Auto - $2 Million/Occurrence
Insurance Submission Process
The City of Roseville Human Resources/Risk Management Department uses a service called EBIX to manage our insurance certificate tracking.
How It Works
● The vendor's contact information is entered into EBIX. EBIX will contact the vendor to request proof of insurance.
● The Vendor can forward the request to their Insurance Agent(s) if necessary. ● Vendor/Insurance Agent submits insurance to EBIX by email to [email protected] or by fax to (770) 325-5727. After faxing or emailing the certificate, please DO NOT send the certificate by mail to EBIX. Please do not mail, email or fax any certificates to the City of Roseville. ● Once submitted, EBIX reviews the insurance documentation. If there are deficiencies, EBIX will send a follow up letter or email requesting additional information.
Questions Regarding Insurance Submission: Contact EBIX at (951) 652-4239 Questions Regarding Insurance Requirements Contact Risk Management at (916) 774-5202 10 Docusign Envelope ID: 18069B73-E599-4B4C-9268-48AB81A60C5E
Contract Purchase Agreement 3004902
Supplier
Signature:______________________________________________ Print Name:_____________________________________________ Title:__________________________________________________ Date: __________________________________________________ Supplier
Signature:______________________________________________ Print Name:_____________________________________________ Title:__________________________________________________ Date: __________________________________________________ City of Roseville, A Municipal Corporation
Signature:______________________________________________ Print Name: Dominick Casey
Title: City Manager
Date:__________________________________________________ 11 Docusign Envelope ID: 18069B73-E599-4B4C-9268-48AB81A60C5E President
Chief Financial Officer
8/9/2025
Steve West
Jeff Berkel
8/9/2025
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Docusign Envelope ID: 18069B73-E599-4B4C-9268-48AB81A60C5E
Project Insight by Metafuse, Inc.
5281 California Ave, Suite 220, Irvine, CA 92617
https://projectinsight.com
RFP #12-033 - Enterprise Project Management (EPM) Software Project Insight
5281 California Ave, Suite 220
Irvine, CA 92617
Mathew Sparkes
(602) 376-8795
[email protected]
Docusign Envelope ID: 18069B73-E599-4B4C-9268-48AB81A60C5E
Project Insight by Metafuse, Inc.
5281 California Ave, Suite 220, Irvine, CA 92617
https://projectinsight.com
Firm’s Qualifications
Project Insight is a leading provider of project management solutions, with over 23 years of experience in delivering enterprise project management software and services. Project Insight is utilized by organizations across a wide range of industries to streamline project management processes, enhance collaboration, and drive operational efficiency.
Project Insight has consistently helped organizations manage complex project portfolios, optimize resource allocation, and improve project visibility, enabling informed decision-making. Our robust platform is known for its scalability, ease of use, and ability to integrate seamlessly with existing enterprise tools.
We have a strong track record of successful project implementations, supported by a team of highly skilled professionals who specialize in project management, software integration, and customer success.
Key Services Provided by Project Insight Staff:
Project Implementation & Configuration: Our team of project management professionals and technical experts will oversee the full implementation process, ensuring that the system is configured to meet the City’s requirements.
Training & Support: Our experienced training staff will conduct thorough user and administrator training sessions to ensure seamless adoption of the platform. Post-implementation support will also be managed by our internal team.
Integration Services: Our technical team will handle system integrations with the City’s existing tools, including Oracle Fusion Cloud and other enterprise systems.
Customer Success & Account Management: Our dedicated customer success team will ensure continuous engagement, supporting the City throughout the implementation process and beyond.
Sub-Consultants or Sub-Contractors:
For specialized services such as Program or Change Management, we have the option to partner with Baker Tilly, a well-established firm known for its expertise in helping organizations manage change and improve business processes. They would provide supplemental support, working closely with our team to ensure that the City’s transformation goals are achieved.
Organizational Chart
Docusign Envelope ID: 18069B73-E599-4B4C-9268-48AB81A60C5E
Project Insight by Metafuse, Inc.
5281 California Ave, Suite 220, Irvine, CA 92617
https://projectinsight.com
Steve West - CEO
and Co-Founder
Thomas Leffler -
President, CRO
Mathew Sparkes
- Account
Manager
Baker Tilly -
Partner
Dylan Wright -
Success Manager
Kait Nielsen -
Training Specialist
Scott Wolfington
- Customer
Support
Eric Griffith -
Director of
Development
Richard Gold -
Lead Architect
Fernando Montes
- Integration
Specialist
Docusign Envelope ID: 18069B73-E599-4B4C-9268-48AB81A60C5E
Project Insight by Metafuse, Inc.
5281 California Ave, Suite 220, Irvine, CA 92617
https://projectinsight.com
Experience and References
Project Insight has over two decades of experience delivering enterprise project and portfolio management solutions to a wide range of organizations, including public sector entities, educational institutions, and private sector companies. Our platform is designed to centralize project management, enhance visibility across portfolios, and streamline operations through seamless integration with existing systems.
Over the company’s history, our team has successfully implemented Project Insight for public and private sector clients, providing comprehensive project management, resource allocation, and reporting capabilities. These implementations have helped organizations optimize project delivery, enhance collaboration, and achieve greater efficiency in managing resources and budgets.
Our experience includes:
• Enterprise Project and Portfolio Management: Implementing and configuring project and portfolio management systems that meet the unique needs of large organizations, with a focus on real-time data visibility and customizable dashboards. • System Integrations: Seamless integration of Project Insight with other business systems, such as Oracle Fusion Cloud, CRM platforms, HR systems, and DevOps tools. • Public Sector Projects: Working with government and public sector clients to ensure compliance with regulations and to streamline project workflows across multiple departments.
United Nations Federal Credit Union
The United Nations Federal Credit Union is an American credit union, with a head office in Long Island City, in New York State. It was founded in 1947 by United Nations employees. In October 2010, UNFCU began issuing chip-and-PIN cards to its customers, the first institution in the United States to do so.
Prior to moving to Project Insight, UNFCU used a project management tool that was developed in-house.
Project Insight was able to integrate with this system to bring over historic data while seamlessly transitioning during the migration process.
Contact: Brian Toia - [email protected]
CPA Canada
Chartered Professional Accountants of Canada (CPA Canada) represents the Canadian accounting profession, both nationally and internationally. Operating in the highly complex and global accounting eco-system, CPA Canada is a convener, facilitator, contributor and disseminator of information that advances the profession. The organization works closely with the provincial, territorial and Bermudan CPA bodies to champion best practices that benefit business and society. With more than 217,000 members, CPA Canada is one of the largest national accounting organizations in the world.
Docusign Envelope ID: 18069B73-E599-4B4C-9268-48AB81A60C5E
Project Insight by Metafuse, Inc.
5281 California Ave, Suite 220, Irvine, CA 92617
https://projectinsight.com
CPA Canada was using a mix of systems and tools before coming to Project Insight. During the initial onboarding process, Project Insight aligned the needs of multiple stakeholders. This allowed for the creation of a single tool to be used across the organization, Project Insight.
Contact: Joan Arsenault - [email protected]
Clarivate
Clarivate is a leading global information services provider. They connect people and organizations to intelligence they can trust to transform their perspective, their work and our world. Our subscriptionand technology-based solutions are coupled with deep domain expertise and cover the areas of Academia & Government, Life Sciences & Healthcare and Intellectual Property.
Contact: Karrie Rollison - [email protected] Additional Project Insight Success Stories
https://projectinsight.com/success/overview
Docusign Envelope ID: 18069B73-E599-4B4C-9268-48AB81A60C5E
Project Insight by Metafuse, Inc.
5281 California Ave, Suite 220, Irvine, CA 92617
https://projectinsight.com
Qualifications of Team
Project Insight is an award-winning project and portfolio management software designed to centralize all your organization’s projects, tasks, time tracking, resource allocation, and more in one intuitive platform. Tailored to meet the specific needs of the City of Roseville, Project Insight provides real-time visibility across departments, allowing for seamless management of your projects and portfolios. The platform integrates with key systems such as CRM, financial, DevOps, and HR tools, aggregating data to deliver comprehensive insights to stakeholders. With its customizable dashboards and automated reporting, Project Insight empowers teams to make informed decisions and optimize project performance in one unified solution.
Steve West – CEO and Co-Founder
As the CEO and co-founder of Project Insight, Steve West provides corporate strategy, product vision, and technical architecture leadership for cloud-based project and portfolio management software. Steve leads the management team and is responsible for guiding the company’s direction, ensuring that Project Insight continues to meet the evolving needs of its customers.
Thomas Leffler – President, CRO
As President and CRO of Project Insight, Thomas Leffler leads the company’s revenue generation strategies, sales initiatives, and corporate growth. He plays a key role in managing client relationships, guiding strategic initiatives, and driving the company’s overall business development efforts.
Dylan Wright – Success Manager
As the Success Manager at Project Insight, Dylan will oversee the successful implementation of the project, ensuring that the City’s objectives are met, and customer satisfaction remains high throughout the process. He will manage customer onboarding, project coordination, and act as the main point of contact during the implementation phase.
Dylan has over 7 years of experience at Project Insight, where he has managed numerous customer implementations and led customer teams in designing and developing custom solutions.
Eric Griffith – Director of Development
As the Director of Development at Project Insight, Eric will oversee the technical leadership of the project, ensuring the successful coordination and management of Fernando Montes (Integration Specialist) and Richard Gold (Lead Architect). He will be responsible for the overall development strategy, ensuring that the team delivers a robust and scalable solution that aligns with the City's needs.
He has over 18 years of experience at Project Insight, where he has held roles in development leadership, including Director of Development for nearly 13 years.
Richard Gold – Lead Architect
As the Lead Architect for Project Insight, Richard will be responsible for designing and overseeing the technical architecture of the project. He will ensure that all integrations, system configurations, and data flows meet the City’s requirements and align with industry’s best practices. Richard will collaborate closely with the development and implementation teams to deliver a robust, scalable solution.
Docusign Envelope ID: 18069B73-E599-4B4C-9268-48AB81A60C5E
Project Insight by Metafuse, Inc.
5281 California Ave, Suite 220, Irvine, CA 92617
https://projectinsight.com
Fernando Montes – Integration Specialist
As the Integration Specialist at Project Insight, Fernando will manage the integration of the City’s existing systems, such as Oracle Fusion Cloud, into Project Insight’s platform. He will oversee the development and execution of custom APIs, ensuring seamless data synchronization and compatibility with third-party systems.
Kait Nielsen - Training Specialist
As the Training Specialist for Project Insight, Kait will be responsible for delivering hands-on, role-based training to City staff, ensuring smooth adoption of the platform across various departments. She will lead both virtual and on-site training sessions, providing support throughout the user onboarding process.
Scott Wolfington – Customer Support
Scott Wolfington brings over 22 years of experience in technology startups and key engineering positions. As part of the Customer Support team at Project Insight, Scott will provide technical assistance, help troubleshoot user issues and ensure that customers receive timely and effective support for the platform.
Mathew Sparkes – Account Manager
Mathew Sparkes is an Account Manager at Project Insight, where he has over 20 years of experience in driving growth and innovation across diverse industries. He works closely with clients to craft project and portfolio management strategies that help businesses optimize their operations and achieve success.
Baker Tilly – Partner
Baker Tilly is a leading advisory, tax, and assurance firm that provides innovative solutions to help organizations navigate complex business challenges. With a deep focus on public sector consulting, Baker Tilly offers expertise in program management, change management, and organizational transformation. The firm works closely with clients to deliver tailored strategies that improve operations, enhance efficiency, and drive long-term success. Baker Tilly’s proven track record, combined with a commitment to excellence, ensures that clients receive the highest level of service and support throughout their projects.
Docusign Envelope ID: 18069B73-E599-4B4C-9268-48AB81A60C5E
Project Insight by Metafuse, Inc.
5281 California Ave, Suite 220, Irvine, CA 92617
https://projectinsight.com
Project Understanding
Based on our review of the RFP and our experience with similar enterprise project management implementations, we understand that the City of Roseville seeks a comprehensive Enterprise Project Management (EPM) solution that offers full lifecycle management of projects, including resource allocation, project and portfolio management, third-party system integrations, and advanced reporting capabilities. This system will be used across various City departments, replacing existing project management tools that are nearing end-of-life and complementing the City's existing use of Oracle Fusion Cloud Enterprise Project Management software.
The key objectives include:
• Centralization of Project Data: Providing a single platform for managing multiple projects and portfolios across departments.
• Streamlined Resource Management: Efficient resource allocation, capacity planning, and tracking of resource availability.
• Enhanced Reporting & Transparency: Offering dashboards and reporting tools for project performance, including ad-hoc and customized reports.
• Future-Proof Integration: Seamless integration with existing tools like Oracle Fusion Cloud and the ability to incorporate future tools as needed.
General Approach
Initial Discovery and Assessment: We begin every project with a comprehensive discovery phase, working closely with City stakeholders to fully understand existing workflows, requirements, and integration points. This phase ensures we identify gaps between current processes and desired outcomes, allowing us to configure the EPM system accordingly. We will also assess the existing Oracle Fusion Cloud setup to ensure proper data migration and integration.
Project Planning and Communication: We will develop a detailed project plan that includes a risk management strategy, change management process, and a clear communication plan. Regular status updates will ensure that the city is kept informed at each stage. A dedicated project manager will be the main point of contact to facilitate clear and consistent communication.
Phased Implementation: Our approach will be phased, starting with the core functionalities—project management, resource allocation, and reporting—followed by integrations and more advanced modules like risk management and change order tracking. This phased approach reduces disruption to daily operations and allows City staff to gradually adapt to the new system.
Integration and Customization: Given the City's current use of Oracle Fusion Cloud and the need for third-party integrations, we will prioritize setting up custom integration points using our API capabilities to facilitate data flow between Oracle Fusion Cloud and Project Insight. Our integration process will ensure that data like project schedules, resource allocations, and financials are seamlessly shared across systems.
Docusign Envelope ID: 18069B73-E599-4B4C-9268-48AB81A60C5E
Project Insight by Metafuse, Inc.
5281 California Ave, Suite 220, Irvine, CA 92617
https://projectinsight.com
Training and User Adoption: We will provide comprehensive, role-based training sessions for project managers, resource managers, and other key users to ensure that the system is utilized effectively from day one. We focus on hands-on training combined with ongoing support to ensure strong user adoption.
Major Challenges & Special Considerations
Integration with Existing Systems (Oracle Fusion Cloud): Integrating Project Insight with Oracle Fusion Cloud will be essential for maintaining consistency in project data, especially with financials, resource allocations, and schedules. Ensuring a seamless data flow between these systems while minimizing disruptions will be a top priority.
Managing Interdepartmental Coordination: With multiple departments needing to access and manage their project data, interdepartmental coordination may present a challenge. To address this, we will implement strict user role management and access control to ensure that only authorized users can view and edit specific data, while still maintaining transparency and collaboration.
Change Management and User Adoption: Transitioning from multiple project management tools to a single platform can create challenges in user adoption. Our approach includes comprehensive change management practices, including clear communication, training, and ongoing support, to ensure a smooth transition. The key to success here is to align the EPM platform’s functionality with the workflows that users are familiar with.
Unique Strengths and Approach
Scalability and Flexibility: Project Insight is designed to scale with organizations of all sizes, making it a strong fit for the City of Roseville as its project management needs evolve. Our solution can easily accommodate future expansions, whether that includes additional users, departments, or system integrations.
Custom Dashboards and Reporting: Our platform offers highly customizable dashboards that allow City project managers, portfolio managers, and executives to access real-time project and portfolio data at a glance. This level of transparency will enable the City to make data-driven decisions quickly.
Experience with Public Sector Clients: We have extensive experience working with public sector clients, understanding the unique challenges of government procurement processes, regulatory compliance, and multi-departmental coordination. This knowledge allows us to tailor our approach to ensure alignment with the City's specific operational and governance needs.
Conclusion
Our proven track record of delivering successful enterprise project management implementations, combined with our customizable solution and strong integration capabilities, positions us well to help the City of Roseville achieve its project management goals. We are confident that our phased approach, hands-on training, and focus on user adoption will ensure a successful and smooth implementation.
Docusign Envelope ID: 18069B73-E599-4B4C-9268-48AB81A60C5E
Project Insight by Metafuse, Inc.
5281 California Ave, Suite 220, Irvine, CA 92617
https://projectinsight.com
Project Plan
At Project Insight, our approach to project implementation is driven by a phased, structured methodology that ensures smooth transitions, on-time delivery, and high user adoption. We focus on open communication, close collaboration with City stakeholders, and a commitment to providing longterm value Methodologies for Project Implementation
Discovery and Planning (Phase 1):
o We begin with a comprehensive discovery session to understand the City's workflows, existing systems, pain points, and project management requirements. This step involves detailed interviews with key stakeholders and system assessments. o Output: A detailed project plan, with timelines, resource allocation, risk management strategies, and key milestones.
o Assigned Staff: Account Manager, Success Manager, and Lead Architect.
Configuration and Integration (Phase 2):
o The configuration phase ensures that Project Insight is customized to the City’s exact needs. This includes setting up user roles, workflows, dashboards, and security settings.
During this phase, we also integrate with the City’s existing systems (e.g., Oracle Fusion Cloud).
o Output: Fully configured project management solution with functional integrations. o Assigned Staff: Account Manager, Success Manager, Lead Architect, and Integration Specialist
User Training and Testing (Phase 3):
o We provide hands-on training for City staff across all roles, from project managers to general users. Training is conducted via Zoom, but we also offer on-site training for an additional cost. User acceptance testing (UAT) is completed with City staff to ensure all workflows and integrations function as expected.
o Output: Trained users and successful UAT.
o Assigned Staff: Account Manager, Success Manager, Customer Support and Training Specialist
Go-Live and Post-Go-Live Support (Phase 4):
o Following training, we initiate the go-live phase, carefully monitoring system performance and user activity. Our dedicated support team is available for any issues during this critical period. We ensure smooth handover of system administration and provide ongoing support through our Customer Success program. o Output: Fully operational system, ongoing support plan.
Docusign Envelope ID: 18069B73-E599-4B4C-9268-48AB81A60C5E
Project Insight by Metafuse, Inc.
5281 California Ave, Suite 220, Irvine, CA 92617
https://projectinsight.com
o Assigned Staff: Account Manager, Success Manager, Customer Support and Lead Architect
Work Schedule and Timeline
Phase Task Duration Assigned Staff
Discovery & Planning Requirements
gathering and system
review
4-8 weeks Account Manager,
Success Manager, and
Lead Architect
Configuration &
Integration
Customization and
Oracle Fusion Cloud
Enterprise integration
setup
12-15 weeks Account Manager,
Success Manager, Lead
Architect, and
Integration Specialist
Training & Testing User training and UAT 4-9 weeks Account Manager, Success Manager,
Customer Support and
Training Specialist
Go-Live & Support System launch and
monitoring
4-8 weeks Account Manager,
Success Manager,
Customer Support and
Lead Architect
Total Project Timeline 24-40 weeks
Required Equipment, Training, and Installation Services • Equipment: Project Insight is a SaaS solution, accessible via the web and through our mobile app available on both Android and Apple devices. City staff will only need computers or mobile devices with internet access.
• Training: Comprehensive training sessions are provided during and after implementation.
Training is delivered via Zoom, but we also offer on-site training for an additional fee. • Installation: No physical installation is required, as Project Insight is cloud-based. Our team will manage all configuration and integration remotely.
Solution and Key Modules
Solution: Project Insight
Key Modules:
• Project and Task Management: Centralizes project planning and task tracking across departments.
• Portfolio Management: Enables portfolio-level visibility, helping prioritize projects and balance resource loads.
• Resource Allocation: Allows dynamic tracking of resource availability, allocation, and capacity planning.
Docusign Envelope ID: 18069B73-E599-4B4C-9268-48AB81A60C5E
Project Insight by Metafuse, Inc.
5281 California Ave, Suite 220, Irvine, CA 92617
https://projectinsight.com
• Budgeting and Forecasting: Tracks project budgets and provides forecasting tools to manage costs.
• Reporting and Analytics: Offers real-time reporting and custom dashboards for project performance tracking.
Efficiency and Automation Benefits
• Automation: Project Insight automates routine tasks like task assignments, project updates, and progress tracking, reducing manual effort and human error. • Efficiency: By centralizing all project data and offering real-time visibility into tasks, resources, and budgets, City staff can make faster, more informed decisions.
Automated Reporting and Analytics
• Export Capabilities: Automated reports can be exported in various formats (CSV, Excel, PDF) for easy sharing and analysis.
• Standard Reports and Ad-Hoc Reporting: Project Insight includes a comprehensive library of standard reports, while also offering tools for users to generate ad-hoc reports and custom queries.
Assisting City in Transition and Integration
• Data Integration: We will provide a Rest API and export options (XML, CSV, Excel) to ensure seamless data flow between Project Insight and existing City systems. • Access to Data: The City will have access to data through APIs and export functionalities, ensuring smooth integration with third-party systems such as Oracle Fusion Cloud.
Ongoing Support
• Customer Support: Project Insight offers multiple levels of support, including help desk services. • Training for New Users: Continuous training sessions will be available for new users after the initial implementation, ensuring ongoing user adoption. 3rd-Party Business Partners
• Baker Tilly: For additional change management or program management services, we collaborate with Baker Tilly to support large-scale change initiatives.
Security Measures
• Data Protection: Project Insight implements robust security protocols, including encryption (at rest and in transit), multi-factor authentication (MFA), and regular security audits. • User Protection: Role-based access control ensures that only authorized users can access sensitive project data.
Future Adaptability and Technology Upgrades
• Upgrade Path: Our platform is continuously upgraded with new features and security updates, ensuring that the City benefits from the latest technology without disruption. • Investment Protection: As a SaaS solution, Project Insight offers long-term compatibility with evolving technologies, ensuring the City’s investment remains future-proof.
Docusign Envelope ID: 18069B73-E599-4B4C-9268-48AB81A60C5E
Project Insight by Metafuse, Inc.
5281 California Ave, Suite 220, Irvine, CA 92617
https://projectinsight.com
Cost Proposal
Project Insight is designed to meet the majority of the City’s requirements using out-of-the-box functionality. Most of the requested features, such as project management, resource allocation, customizable dashboards, and reporting capabilities, are native to the platform and only require configuration to align with the City’s specific needs. This allows for a streamlined implementation process without the need for extensive custom development. Where customizations are required, Project Insight offers flexible configuration options to ensure a seamless fit with the City's existing systems and workflows.
License Cost
Number of Users Cost Average Cost per User per
Month (at 2,200 users)
Unlimited $224,400 $8.50
Work Schedule Cost
Phase Task Hours Cost
Discovery & Planning Requirements
gathering and system
review
100 hours $22,500
Configuration &
Integration
Customization and
Oracle Fusion Cloud
Enterprise integration
setup
220 hours $49,500
Training & Testing User training and UAT 150 hours $33,750 Go-Live & Support System launch and
monitoring
30 hours $6,750
Total Project Numbers 500 hours $112,500
Optional Baker Tilly Advisory Group Services
Service Cost
Program Design and Execution TBD
Organizational Readiness and Change
Management
TBD
Supplementary Services TBD
Docusign Envelope ID: 18069B73-E599-4B4C-9268-48AB81A60C5E
Project Insight by Metafuse, Inc.
5281 California Ave, Suite 220, Irvine, CA 92617
https://projectinsight.com
Required Statements/Documents
Attached with Electronic Documentation
Docusign Envelope ID: 18069B73-E599-4B4C-9268-48AB81A60C5E
Project Insight by Metafuse, Inc.
5281 California Ave, Suite 220, Irvine, CA 92617
https://projectinsight.com
Exceptions
Project Insight proposes no exceptions, alterations, or amendments to the Scope of Services or other requirements outlined in this RFP, including the Sample Contract (Attachment C). Our platform's robust out-of-the-box capabilities align with the City's needs, and we are confident that we can meet all specifications without the need for any modifications. This ensures a smooth and timely implementation process and eliminates potential delays in contract negotiation.
Docusign Envelope ID: 18069B73-E599-4B4C-9268-48AB81A60C5E
Project Insight by Metafuse, Inc.
5281 California Ave, Suite 220, Irvine, CA 92617
https://projectinsight.com
Competency of Proposers
At Project Insight, we pride ourselves on maintaining a strong financial foundation and a consistent record of successful project delivery. Over the past seven (7) years, there have been no bankruptcies, liens, stop payment notices, judgments, lawsuits, arbitrations, mediations, foreclosures, or any similar actions filed or resolved involving our firm. Additionally, no client has ever terminated a contract with Project Insight due to breach of contract.
Our firm’s commitment to operational excellence, transparency, and customer satisfaction has ensured that we consistently meet our contractual obligations and deliver services in a timely and satisfactory manner. We maintain the necessary facilities, experience, and financial resources to successfully execute the services specified in this RFP.
Docusign Envelope ID: 18069B73-E599-4B4C-9268-48AB81A60C5E
Project Insight
https://projectinsight.com
TO: City of Roseville
311 Vernon St.
Roseville, CA 95678
ACCOUNT OWNER ORDER # DATE
Mathew Sparkes 180211820 08 / 06 / 2025
Name Price QTY Subtotal
Project Insight - Enterprise - License (Annual)
Year One User License
($20/user/month)
$240.00 165 $39,600.00
Project Insight - Enterprise - License (Annual)
Year Two User License
($20/user/month)
$240.00 165 $39,600.00
Project Insight - Enterprise - License (Annual)
Year Three User License
($20/user/month)
$240.00 165 $39,600.00
Project Insight - Enterprise - License (Annual)
Year Four User License
($20/user/month)
$240.00 165 $39,600.00
Project Insight - Enterprise - License (Annual)
Year Five User License
($20/user/month)
$240.00 165 $39,600.00
Project Insight - Discovery & Planning $225.00 100 $22,500.00 Project Insight - Configuration $225.00 220 $49,500.00
Project Insight - Development $225.00 150 $33,750.00
Project Insight - Training & Testing $225.00 30 $6,750.00 Project Insight - Enterprise - License (Annual) $252.00 165 $41,580.00 Docusign Envelope ID: 18069B73-E599-4B4C-9268-48AB81A60C5E
Project Insight
https://projectinsight.com
Optional Year Six User License
($20/user/month)
Project Insight - Enterprise - License (Annual)
Optional Year Seven User License
($20/user/month)
$252.00 165 $41,580.00
Project Insight - Enterprise - License (Annual)
Optional Year Eight User License
($20/user/month)
$252.00 165 $41,580.00
Years 1-5 Total $310,500.00
Optional Years 6-8 Total $124,740.00
Combined Total $435,240.00
ORDER DETAILS
Billing Terms
Payment Terms: Net 30
Access to the software begins at the time of implementation.
The following milestone-based billing schedule applies:
● Discovery & Planning – $26,460
● Configuration – $57,420
● Development – $41,670
● Training & Testing – $14,670
● Go-Live & Support – $11,880
In the event the City of Roseville delays, suspends, or ceases participation in the project for any reason, all project milestones scheduled prior to or during the period of non-participation shall be deemed delivered. Project Insight shall not be held liable for delays resulting from such inaction, and payment for associated deliverables shall remain due according to the agreedupon schedule.
Optional Integrations
The following integrations are available to further enhance your solution. These can be added at any time and are billed separately upon activation:
● AutoDesk Construction Cloud Integration – $15,000
● ProCore Integration – $15,000
Docusign Envelope ID: 18069B73-E599-4B4C-9268-48AB81A60C5E
Project Insight
https://projectinsight.com
Customer may add additional full access users at any time at the agreed upon rate(s).
Additional users may be charged monthly to a credit card or invoiced and prorated to renew to end of current term, which shall be at the end of 1 year or 365 days from signing.
Support and Upgrades Included
All Project Insight SaaS upgrades, updates and customer support are included with the license.
Additional Development, Training and Consulting Hours may be purchased separately.
AUTHORIZATION
Signature: Date:
Print Name:
Company:
Signature: Date:
Print Name:
Company:
Docusign Envelope ID: 18069B73-E599-4B4C-9268-48AB81A60C5E
Project Insight
https://projectinsight.com
Project Insight Customer Agreement
This Project Insight Customer Agreement (the "Agreement") is entered into as of 09/03/2025 (the “Effective Date”) by and between Metafuse Incorporated dba Project Insight, a California C-Corporation, whose address is 13217 Jamboree Road, Suite 468, Tustin, CA, 92782, referred to as ("Project Insight" or "us" or "we" or "our") and The City of Roseville whose address is 311 Vernon St. Roseville, CA 95678 referred to as ("Customer" or "you" or "your")
1. Scope of the Agreement. This Agreement governs your initial purchase as well as any future purchases made by you that references this Agreement. This Agreement includes our Privacy Policy (Addendum A), our Acceptable Use Policy (Addendum B), any Orders, and any other referenced policies and attachments. This Agreement applies to Project Insight sold and supported add-ons or apps that you purchase from us or are sold by us through a third-party marketplace.
2. Types of Project Insight Products. This Agreement governs (a) Project Insight's hosted or cloudbased solutions (currently multi-tenant SaaS or dedicated Azure or other "Cloud" deployments managed directly by Project Insight or any hosted Project Insight Other Products) (the "Service"), (b) Project Insight's on-premise software products (currently designated as "On-Premise") ("Software"), (c) Project Insight developed add-ons, apps, or integrations ("Other Products") and (d) any related support and maintenance services provided by Project Insight. Software and Service, together with related Documentation, are referred to as "Products". The Products and their permitted use are further described in Project Insight's standard documentation as found in the Project Insight Community website (https://projectinsight.com/support and https://support.projectinsight.com) ("Documentation"). Section 6 (Service Terms) applies specifically to Service, and Section 7 (Software or Terms) applies specifically to Software, but unless otherwise specified, other provisions of this Agreement apply to all Products.
3. Account Registration. You may need to register for a Project Insight account in order to place orders or access or receive any Products. Any registration information that you provide to us must be accurate, current and complete. You must also update your information so that we may send notices, statements and other information to you by email or through your account. You are responsible for all actions taken through your accounts.
4. Orders.
4.1. Directly with Project Insight. Project Insight's Product order documentation ("Order") will specify your authorized Product Use for the Products, which may include: (a) number and type of Authorized Users (as defined below), (b) storage or capacity (for Service), (c) numbers of licenses, copies or instances (for Software), or (d) other restrictions (as applicable, the "Product Use"). The term "Order" also includes any applicable Product or Support renewal, term increase, or purchases you make to increase or upgrade your Product Use.
4.2. Through a Third Party Vendor/Partner. This Agreement applies whether you purchase our Products directly from Project Insight or through Project Insight " " or other authorized resellers Docusign Envelope ID: 18069B73-E599-4B4C-9268-48AB81A60C5E