Sacramento City Council
February 4, 2025

City of Sacramento
City Council - 5PM Report
915 I Street Sacramento, CA 95814
www.cityofsacramento.org
File ID: 2025-00389 2/4/2025 Consent Item 6.

Suspension of Competitive Bidding, Contract Supplements and Budgetary Adjustments for the Martin Luther King Jr. (MLK) Library Renovation Project: (C15000840) (Two-Thirds Vote Required) [Published for 10-Day Review 1/23/2025]
File ID: 2025-00389
Location: 7340 24th Street, District 8, Represented by Councilmember Vang; District 2, Represented by Councilmember Dickinson
Recommendation: Adopt a Resolution: 1) suspending competitive bidding, in the best interests of the City, and authorizing the use of the design-assist project delivery method for construction of the Martin Luther King Jr. (MLK) Library Renovation Project; 2) authorizing the City Manager or the City Manager’s designee to execute Contract Supplement No. 1 to City Agreement No. 2024-0191 with Swinerton Builders increasing the not-to-exceed amount by $10,454,658 for a new total not-to- exceed amount of $10,554,658; and increasing the City Manager’s change order authority to six percent ($633,279) of the new not-to-exceed amount of $10,554,658 for the construction phase of the MLK Library Renovation Project; 3) authorizing the City Manager or the City Manager’s designee to execute Contract Supplement No. 3 to City Agreement No. 2023-1466 with Group 4 Architecture, Research + Planning, Inc. increasing the not-to-exceed amount by $245,100 for a new total not-to- exceed amount of $1,182,452 and resetting the City Manager’s authority to issue change orders; 4) approving a finance plan for the renovation of the MLK Library and the construction of improvements needed to relocate the North Sacramento Library; and 5) authorize the City Manager to execute all related budget adjustments to implement the financing plan for renovation of the MLK library and construction of improvements needed to relocate the new North Sacramento Library.

Contact: David R. Avila, Supervising Architect, (916) 808-7501, [email protected]; James Christensen, Facilities Manager, (916) 808-5863, [email protected]; Department of Public Works
Presenter: None
Attachments:
1-Description/Analysis
2-Resolution
3-Exhibit A- Contract Supplement No. 1 with Swinerton Builders 4-Exhibit B- Supplemental Agreement No. 3 with Group 4 Architecture, Research + Planning, Inc.

File ID: 2025-00389 2/4/2025 Consent Item 6.

Description/Analysis
Issue Detail: Many library buildings in the city are aging and require major renovations, particularly in under-resourced communities where these facilities serve as critical hubs for community programs, especially for youth.

In partnership with the Sacramento Library Authority, the City successfully applied for and received grants through two rounds of the state’s Building Forward Grant program, which provides state funds for defined renovations supported by local funding commitments.

Round 1: The City received $5,562,774 in state funds toward the renovation of the Martin Luther King Jr. (MLK) library. This project must be completed by March 2026, requiring construction to begin in early 2025.

Round 2: The City was awarded $7,245,240 for the North Sacramento Library Relocation (NSLR) Project, which must be completed by June 2027, necessitating construction to begin in mid-2025.

Construction costs, materials, furniture, and related expenses have risen significantly in recent years, and both projects are now estimated to cost substantially more than originally planned. The state has indicated it will not provide additional grant funds, leaving the City to either invest additional local funds or forfeit the grant awards.

Recognizing the importance of these libraries for youth, youth programs, and community organizations, the Sacramento Library Authority and City Facilities Division are identifying and applying to applicable grants and as well as other potential funding sources, including repurposing funding allocated to other City projects and redirecting a portion of ongoing annual operating funding, above the City’s required Maintenance of Effort amount, provided to the Library. Given the large fund balance in Library City operations accounts (over 100% of annual operating expenses in the FY2023/24 audited financial statements), the redirection of this funding should not have immediate operational impacts but could put the Library into deficit in the out-years of their 5-year forecast.

Proposed Solution: Given the imminent state grant deadline for the MLK library renovation, construction award cannot wait for grant determinations and resolution of other budgetary actions necessary to fill the funding gap for both projects. To avoid forfeiting the state grant, it is proposed Council approve a finance plan for the NSLR project directing staff to allocate up to $4M in annual Measure U library funding and additional funding repurposed from other City projects with the potential received grant funding to backfill the reallocations.

Delivery Approach: To maximize efficiency, the City is using a design-assist approach. Swinerton Builders has been selected as the most qualified firm to provide pre-design services and construction. Swinerton Builders has bid out all sub-contracts and developed a Guaranteed

File ID: 2025-00389 2/4/2025 Consent Item 6.

Maximum Price (GMP) of $10,454,658.

Policy Considerations: The recommendations contained in this report are consistent with: 1) Sacramento City Code Section 3.56.090 requiring City Council approval for agreements equal to or greater than $250,000; and 2) City Code Section 3.56.230(C) allowing the City Council to suspend competitive bidding to utilize an alternative method for a contract upon a two-thirds vote when City Council determines that it is in the best interest of the City to suspend the competitive bidding requirements.

The Sacramento City Code Section 4.04.020 and the City Council Rules of Procedure (Chapter 7, Section E.2.d) which require that unless waived by 2/3 vote of the of the City Council, all labor agreements, and all agreements greater than $1,000,000 shall be made available to the public at least ten (10) days prior to City Council Action. This item was published for 10-day review on January 23, 2025, in compliance with the City Code.

Economic Impacts: The recommended contract is expected to create 77.37 jobs (49.14 direct jobs and 28.23 jobs through indirect and induced activities) and create $10,209,204 in total economic output ($6,544,365.00 of direct output and another $3,664,839 of output in indirect and induced activities).

The indicated economic impacts are estimates calculated using a calculation tool developed by the Center for Strategic Economic Research (CSER). CSER utilized the IMPLAN input-output model (2009 coefficients) to quantify the economic impacts of a hypothetical $1 million of spending in various construction categories within the City of Sacramento in an average one-year period. Actual impacts could differ significantly from the estimates and neither the City of Sacramento nor CSER shall be held responsible for consequences resulting from such differences.

Environmental Considerations:

California Environmental Quality Act (CEQA): The action is exempt from review under the California Environmental Quality Act (CEQA) pursuant to CEQA Guidelines, Section 15301.

The action involves the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing public or private structures, facilities, or mechanical equipment, involving negligible or no expansion of use beyond that existing at the time of the lead agency's determination. The exemption covers interior or exterior alterations involving such things as interior partitions, plumbing, and electrical conveyances; and similar facilities; restoration or rehabilitation of deteriorated or damaged structures, facilities, or mechanical equipment to meet current standards of public health and safety, unless it is determined that the damage was substantial and resulted from an environmental hazard such as earthquake, landslide, or flood. The project qualifies for a Categorical Exemption under Article 19 of CEQA Guidelines Section 15301, existing facilities. No environmental review is necessary, and a Notice of

File ID: 2025-00389 2/4/2025 Consent Item 6.

Exemption (NOE) is on-file for all three sites as part of this phase one.

Sustainability: Not applicable.

Commission/Committee Action: Not applicable.

Rationale for Recommendation: Both the MLK and NSLR are critically needed to serve communities that currently have sub-standard facilities. To meet the grant deadlines and retain the $5,562,774 in state grant funding for the MLK library project, construction must start by February 2025. Failure to award a contract could result in the forfeiture of state grant funding and inability to carry out the MLK library improvements.

City staff have been identifying strategies to ensure full funding for both library projects. Since details of some of the funding options are tied to other budget decisions and are not yet finalized, staff recommends using the available local funding, up to $4M in annual Measure U library funding, and up to $3M in funds repurposed from other projects to fully fund both projects.

Financial Considerations: The table below outlines the original funding commitment for each library project based on the estimate at the time the grant application was submitted. Project changes and significant construction cost escalation has led to a combined shortfall of $6.8 million to construct both projects.

Library State Library
Grant
City Match Total
Funding
Committed
Current.

Cost
Shortfall
MLK $5,562,774 $2,781,387 $8,344,161 $15,807,461 ($7,463,300) NSLR $7,245,242 $3,622,615 $10,867,857 $14,118,941 ($3,251,084) Reserved Local Fund
Contingency (General
Fund)
$3,850,433 $3,850,433 $3,850,433
Total Shortfall ($6,863,951)
There is a budget gap of $6.8 million to be addressed by July 2025 to be able to meet state grant fund deadlines and complete both projects. To close the funding gap, the City will re-assign available balances in projects that have been identified as part of the City’s evaluation of potential Citywide budget balancing strategies and to re-allocate up to $4 million of the City’s Measure U funding provided to the library for operations to construction of the library improvements.

The City collects special library taxes and forwards this funding to the library. In addition, the City provides annual Measure U funding for library operating expenses. The Joint Powers Agreement requires the City to provide a Maintenance of Effort level of operating support to the library of $7.6

File ID: 2025-00389 2/4/2025 Consent Item 6.
million annually. In the FY2024/25 Budget, the City provides approximately $14.3 million in Measure U funding for library operations. In its FY2023/24 audited financial statements, the library has about $24 million in available fund balance in City library operating funds, constituting a fund balance of over 100% of annual operating expenses. City staff is proposing a one-time reduction of up to $4 million in operating funding to the library to support construction of these library facilities. This will allow the City to meet its mandated MOE funding to the library and complete both capital projects.

Based on the library’s financial forecast, this one-time reduction will result in no immediate impacts as the library could draw down available fund balance to support operations. Additionally, any other identified funding sources - such as grant awards - could be used to restore library operations funding that is being diverted for these projects.

Local Business Enterprise (LBE): Swinerton Builders is an LBE.

Background The Martin Luther King Jr. Library, opened in 1970, is a single-story, 15,000-square-foot facility with a 10,000 square-foot maintenance basement. It provides a wide range of community programs, including children’s story time, computer classes, and job search assistance.

Despite its popularity, the MLK Library requires significant upgrades including:
· Replacement of an outdated HVAC system
· Electrical system upgrades and installation of energy-efficient LED lights · Seismic upgrades to meet safety standards
The renovation will modernize the library, improve its energy efficiency, and enhance its functionality for community programs.

The City collaborated with the Sacramento Library Authority throughout the grant-writing process and successfully received funding:

Phase 1a Building Forward Grant:
$5,562,774 with a City match of $2,781,387(approved May 2, 2023).

Phase 2 Building Forward Grant:
$7,245,240 for the North Sacramento Library Relocation, with matching funds of $3,622,615. All grant funds for this project must be expended by June 30, 2027.

On April 18, 2023, the Department of Public Works issued Request for Proposal (RFP) No.

P23014541001 for the design of the Dr. Martin Luther King Jr. Library Remodel Project. After evaluating responses, Group 4 Architecture, Research + Planning Inc. was selected as the most qualified firm to lead the design. The design contract with Group 4 Architecture was approved by the

File ID: 2025-00389 2/4/2025 Consent Item 6.

City Council on October 10, 2023, for a total of $897,000.

On September 14, 2023, the Department of Public Works issued Request for Qualifications (RFQ) No. Q23014541001 for pre-construction services as well as the construction of the Martin Luther King, Jr. Library Remodel Project. After evaluating responses and conducting interviews in collaboration with the Sacramento Library Authority, Swinerton Builders was selected as the most qualified firm to provide the pre-design services and construction, provided a Guaranteed Maximum Price (GMP) could be negotiated and approved by the City council.

The pre-design contract with Swinerton Builders was executed on March 5, 2024, for a total not-to- exceed amount of $100,000. Now that the design is complete, Swinerton Builders has bid out all the sub-contracts and has developed a GMP for $10,454,658.

RESOLUTION NO.

Adopted by the Sacramento City Council
XXXXXXXXXXX, 2025
Suspension of Competitive Bidding, Contract Supplements and Budgetary Adjustments for the Martin Luther King Jr. (MLK) Library Renovation Project:
(C15000840)

BACKGROUND
A. The Martin Luther King Jr.(MLK) Library was awarded a Building Forward Grant from the California State Library during the Phase 1a distribution of grants for $5,562,774 with a City match of $2,781,387(approved May 2, 2023) to be expended by March 2026.

B. The North Sacramento Library Relocation was awarded a Building Forward Grant from the California State Library during the Phase 2 distribution of grants for $7,245,240 with a City match of $3,622,615, to be expended by June 2027.

C. Construction costs, materials, furniture, and related expenses have risen significantly in recent years, and both projects are estimated to cost substantially more than originally planned. The state has indicated it will not provide additional grant funds, leaving the City to either invest additional local funds or forfeit the grant awards.

D. Recognizing the importance of these libraries for youth, youth programs, and community organizations, the Sacramento Library Authority and City Facilities Division are seeking other sources of fundings and identifying and applying for applicable grants.

E. Given the imminent deadline for the MLK library renovation and to avoid forfeiting the state grant, the City needs to award construction contract for the MLK library at this time.

F. The City is using a design-assist approach. Swinerton Builders has been selected as the most qualified firm to provide the pre-design services and construction. Swinerton Builders has bid out all sub-contracts and developed a Guaranteed Maximum Price (GMP) of $10,454,658.

G. Further actions to ensure full funding and award of the North Sacramento Library Relocation project will be brought back for action by July 2024.

BASED ON THE FACTS SET FORTH IN THE BACKGROUND, THE CITY COUNCIL RESOLVES AS FOLLOWS:

Section 1. It is in the best interest of the City to suspend competitive bidding to award the construction contract for the Project.

Section 2 The City Manager or the City Manager’s designee is authorized to execute Contract Supplement No. 1 to City Agreement No. 2024-0191 with Swinerton Builders increasing the not-to-exceed amount by $10,454,658 for a new total not-to-exceed amount of $10,554,658.

Section 3 The City Manager’s change order authority is increased to six percent ($633,279) of the new not-to-exceed amount of $10,554,658 for the construction phase of the MLK Library Renovation Project.

Section 4 The City Manager or the City Manager’s designee is authorized to execute Contract Supplement No. 3 to City Agreement No. 2023-1466 with Group 4 Architecture, Research + Planning, Inc. increasing the not-to-exceed amount by $245,100 for a new total not-to-exceed amount of $1,182,452.

Section 5 The City Manager’s authority to issue change orders for City Agreement No. 2023-1466 with Group 4 Architecture, Research + Planning, Inc. is reset.

Section 6 The City Manager or the City Manager’s designee is authorized to transfer $3,850,433 (Fund 1001, General Fund) and $3,612,867 (Fund 2401, Measure U) from the North Sac Library Relocation Project (C15000850) to the MLK Library Renovations Project (C15000840).

Section 7 City staff is directed to identify full funding for the North Sac Library Relocation project, including but not limited to: transfer of funding from unused funding in existing projects, and dedication of up to $4 million in supplemental annual Measure U library funding, to be reduced by any grant allocations. City staff will return with the funding plan and contract award for the North Sac Library Project by July 2025.

CONTRACT SUPPLEMENT

Project Title: Martin Luther King, Jr. Library Modernization Project Date: 03/05/2024 Purchase Order #:77665 Contract Supplement No.: 1

The City of Sacramento ("City") and Swinerton Builders ("Contractor"), as parties to that certain Design-Assist Contract designated as Contract Number 2024-0191, including any and all prior contract supplements modifying said contract (the contract and contract supplements are hereafter collectively referred to as the "Contract"), hereby supplement and modify the Contract as follows:

1. The Contract is amended as follows:

A. Guaranteed Maximum Price (GMP). The City hereby accepts the GMP Proposal as revised as of January 8, 2025 (incorporated herein and by reference) pursuant to Sections 6 of the Contract. The GMP Proposal includes the GMP amount, Schedule of Values, Allowances, General Conditions, and Assumptions that are outlined in Attachment 1, which is attached hereto and incorporated herein.

B. Construction Phase Scope of Work. Section 3 (B) of the Contract is amended to reflect that the Construction Phase work shall be completed in accordance with the following construction documents incorporated herein in Attachment 2 and also incorporated by reference:

(1) Drawings: Plancheck Backcheck #2 dated 12/9/2024, prepared by Group 4 Architecture. (2) Specifications: Backcheck #2 dated 12/9/2024, prepared by Group 4 Architecture. (3) Hazardous Material Survey Report dated January 7, 2020, and Supplemental Report dated, 7/23/2024, prepared by Stantec. (Previously provide and incorporated by reference (4) Proposal Schedule dated 12/8/2024, prepared by Swinerton. (5) Preconstruction RFI Log.

C. Time of Performance. Section 4(A)(2) of the Contract is amended to reflect that the Construction Phase shall be completed in 14 months with an anticipated start date in February 2025. The contractor shall commence with the Construction Phase fifteen (15) working days after City’s issuance of the Notice to Proceed. Thus, the “Completion Date – Construction Phase” referenced in Section 4(A)(2) will be April 2026.

D. Contract Amount. Section 5(B)(2) is amended to reflect that the GMP will not exceed $10,454,658.00.

E. Change Orders. Any Change Orders requested by Contractor or any of its subcontractors shall be initiated using the EZ-PCO form included in the specifications: “Contract Modification Procedures” 012600.

F. Bonds. Contractor shall provide the bonds required under Section 6(4)(B) and Section 24 of the Contract to City within 14 calendar days following City Council approval of this contract supplement.

G. Insurance. Contractor shall provide insurance documentation demonstrating its satisfaction of all insurance requirements specified in Section 23 of the Contract to City within 14 calendar days following City Council approval of this contract supplement.

H. Contract Documents. To be clear, all documents attached to this contract supplement or incorporated by reference into this contract supplement shall be considered part of the “Contract Documents” defined in Section 2 of the Contract.

2. In consideration of the additional and/or revised work described in section 1, above, the amount specified in Section 6 for performance of the Construction T he maximum not-to-exceed amount of the Contract is increased by $10,454,658.00. The Contract’s maximum not- to-exceed amount is thus amended as follows:

Contract's original not-to-exceed amount: $ 100,000.00 Net change by previous contract supplements: $ 0.00 Not-to-exceed amount prior to this contract supplement: $ 100,000.00 Increase by this contract supplement: $10,454,658.00 New not-to exceed amount including all contract supplements: $10,554,658.00

3. Contractor understands and agrees that the new not -to-exceed amount specified in section 2, above, shall constitute full compensation for the additional and/or revised work specified in section 1, above, and shall fully compensate Contractor for any and all direct and indirect costs that may be incurred by Contractor in connection with such additional and/or revised work, including costs associated with any changes and/or delays in work schedules or work by Contractor and costs associated with the completion of the plans, specifications, cost estimate, bid documents, permitting and preparation of the GMP and as defined in the daily communications and meetings.

4. Contractor warrants and represents that the person or persons executing this contract supplement on behalf of Contractor has or have been duly authorized by Contractor to sign this contract supplement and bind Contractor to the terms hereof.

5. Except as specifically revised herein, all terms and conditions of the Contract shall remain in full force and effect, and Contractor shall perform all of the services, duties, obligations, and conditions required under the Contract, as supplemented and modified by this contract supplement. In the event of any conflict between terms of the Contract and terms of this contract supplement (including attachments), the terms of this contract supplement shall prevail.

6. Capitalized terms used in this contract supplement but not otherwise defined herein shall have the meanings ascribed to such terms in the Contract.

Approval Recommended By: Approved As To Form By:

Project Manager City Attorney

Approved By:

Contractor
Attested To By:

Approved By:

City Clerk

City of Sacramento

City of Sacramento
Department of Public Works
Martin Luther King Jr.Library Renovation Project
Guaranteed Maximum Price (GMP)
Description Source Amount Div. Total
Div. 1 - General 103,296$
Temp shoring for structural work Sub. Bid 37,280$
Deduct spot shoring & floor engineering (GMP rev.) (15,500)$ Floor Shoring & Protection Allowance Allowance 30,000$
Floor Engineering Allowance Allowance 5,500$
Final Cleaning Sub. Bid 8,516$
Basement access and repair Estimate 35,000$
Remove and store Owner furniture Estimate 2,500$
Div. 2 - Existing Conditions 473,801$
Demolition interiors and equipment Swin. Demo 226,141$
Deduct temp plywood protection (GMP rev.) (5,000)$
Deduct demo roof penetrations (GMP rev.) (2,500)$
Abatement Sub. Bid 265,160$
Deduct unidentified pipes in crawl space (GMP rev.) (10,000)$ Misc. Exterior cladding repair Excluded -$
Div. 3 - Concrete 90,360$
CIP Concrete Swin. Conc. 74,015$
Flooring overlay (Gyp-crete) w/ Div. 9 -$
Site Concrete / C&G Swin. Conc. 21,345$
Deduct traffic control Est. (GMP rev.) (10,000)$
Add traffic control allowance Allowance 5,000$
Div. 4 - Masonry 36,924$
CMU and Brick Sub. Bid 25,522$
Deduct sub mobilizations (GMP rev.) (5,000)$
Structural FRP masonry reinforcing Sub. Bid 16,402$
Div. 5 - Metals 111,500$
Structural Steel and fabrications Sub. Bid 93,500$
Deduct floor reinforcing (GMP rev.) (10,000)$
Misc. Iron supply (FOB) Sub. Bid 15,000$
Metal Deck supply (FOB) Sub. Bid 13,000$
Div. 6 - Wood / Plastic / Composites 621,538$
Rough Carpentry / Structural Wood Framing Swin. Self Perf.

Joist/Beam Straps 34,305$
A34/A35 Framing clips 20,318$
GLB Framing 4,018$
HDU anchors 79,939$
MEP Floor pen./support 27,523$
Light well and soffit framing 24,476$
FS Joist penetrations 23,431$
Ply shearwalls 31,148$
Roof Kickers 19,836$
R/R floor deck 69,044$
Wood blocking/backing 46,761$
Misc. Iron install 17,136$
Dryrot repair 10,202$
Misc. Hdwr & Materials 8,251$
Fire Riser Enclosure 5,147$
Temp Floor protection 22,500$
Deduct temp floor protection (GMP rev.) (22,500)$
Architectural Woodwork/Casework Swin. AWW 121,129$
Kitchenette & countertop inc.

Wellness: SS countertop inc.

ATTACHMENT 1
City of Sacramento
Department of Public Works
Martin Luther King Jr.Library Renovation Project
Guaranteed Maximum Price (GMP)
Description Source Amount Div. Total
Community Meeting: SS countertop inc.

Office/Staff/Brk. Rm. Cabinets inc.

Staff Brk. Rm. SS countertop inc.

Marketplace Casework/millwork inc.

Wood Slat Wall Boards (Marlite) 25,126$
Tie-down box cover 18,851$
Wood Trim and furring at ceilings 38,897$
Reduce millwork damage repair budget (GMP rev.) (4,000)$ Div. 7 - Thermal & Moisture Protection 111,025$
Crystalline WP at basement and crawl space Sub. Bid 61,950$ Deduct roof repair pens (GMP rev.) (10,000)$
Crack grout injection Sub. Bid 12,375$
Roofing Repair Estimate 12,500$
Deduct Roof repair Est. (GMP rev.) (12,500)$
Add Roof demo and repair Allowance Allowance 20,000$
Flashings:

Window flashings Sub. Bid 19,200$
Misc. other flashings Sub. Bid incl.

Fireproofing steel Excl. -$
Joint Sealants (misc.) Estimate 7,500$
Thermal/Acoustic insulation (w/ Drywall) w/ Drywall -$
Div. 8 - Openings 588,123$
Doors, Frames, & Hardware (non-STC rated) Swin. DFH 122,679$ Deduct final adjustment est. (GMP rev.) (3,500)$
Overhead Coiling Doors Sub. Bid 15,944$
Glass & Glazing: Sub. Bid
Storefront Doors (Exterior) 35,000$
Storefront Doors (Interior) 205,000$
Storefront Glazing (Interior) Non-STC except Door 119 incl.

Storefront Glazing and Frames (Exterior) 235,000$
Exterior Glazing Mockup (In Place) incl.

Exterior Glazing Testing incl.

Deduct final punch/repair est. (GMP rev.) (20,000)$
Reduce mock up estimate (GMP rev.) (2,000)$
Div. 9 - Finishes 646,166$
Plaster Patching Interior (Allowance) Excl. -$
Plaster Patching for Exterior Lighting (Allowance) Excl. -$ Framing & Drywall Swin. Drywall
Access Panels 9,586$
Freestanding Interior Walls 31,971$
Freestanding Soffits 13,283$
Interior Hard lid Ceilings 49,110$
Interior Drywall 216,410$
Interior Joisted Ceilings (Load Bearing) 87,219$
Interior Soffits 54,360$
Interior Wall Furring (F14 & F16) 6,459$
Interior Walls FH (C24, C26a, C26, C24a) 227,771$
Remove budget for above-ceiling and crawlspace repair (GMP rev.) (50,000)$ Tile: 102,260$
Floor and Wall Tile Sub. Bid 102,260$
Ceramic Tile -$
Kitchenette, Wellness, Staff Breakroom Back Splash w/ SSCT -$ Acoustical Ceilings & Treatments: Swin. Drywall 553,745$ ACT-1 (2x4) 75,236$
ACT-x (2x4, Washable @ Kitchen Zone) (deleted) -$

City of Sacramento
Department of Public Works
Martin Luther King Jr.Library Renovation Project
Guaranteed Maximum Price (GMP)
Description Source Amount Div. Total
ACT-2 (4x4 high ceiling) 201,458$
T-1 (Tectum Ceiling Tile) 53,586$
W-1 (wood Ceiling) 176,523$
Shortspan Grid Under Soffit (Open Area) 24,543$
Acoustical Wall Panels 22,399$
Flooring: 169,759$
Resilient Flooring Sub. Bid 43,424$
Carpet Tile inc. 57,718$
Rubber Base inc. 6,655$
Misc. Floor Prep inc. 2,500$
Vapor Emission Barrier at Concrete only 9,340$
Cementitious overlay 50,122$
Painting: Sub. Bid 73,820$ 71,320$
Deduct misc. exterior paint budget (GMP rev.) (2,500)$
Div. 10 - Specialties Swin. Specialties 145,417$
Markerboards & Tack Boards 46,155$
Deduct specified Glass markerboards (GMP rev.) (46,155)$ Add standard marker boards (GMP rev.) 20,000$
Fire Protection / FEC Cabinets 3,842$
Bumper rail at Storage excl. -$
Wall/Corner guards 7,289$
FRP @ Janitor Room 3,091$
Toilet Partitions & Bathroom Accessories Swin. Specialties 56,713$ Lavatory sink panels 5,839$
Eyewash Station w/ plumb. -$
Signage:

Room ID Sub. Bid 48,643$
Life Safety/ Code Req'd incl.

Exterior (building) Excluded -$
Monument signs (excluded) Excluded -$
Div. 11 - Equipment -$
Library Equipment, Stacks Removed -$
Metal Locker & Shelving (deleted) -$
Appliances by Owner -$
Audio Visual w/ Electrical incl.

Div. 12 - Furnishings 43,735$
Window Treatments/roller shades (motorized) Sub. Bid 43,735$ Furniture, FF&E (by Owner) Excluded -$
Div. 21 - Fire Suppression 120,850$
Fire Sprinkler Design (by owner) Excluded -$
Fire Sprinkler system installation Sub. Bid 120,850$
Div. 22 - Plumbing 500,000$
Domestic Water and waste. Sub. Bid 500,000$
Natural gas (excluded) Excluded -$
Div. 23 - HVAC/Controls 1,356,515$
HVAC systems Sub. Bid 1,361,515$
Deduct roof pen/repair for EF's (GMP rev.) (5,000)$
Div. 26-28 - Electrical/LV/Security 2,130,189$
Electrical / Fire Alarm Sub. Bid 2,130,189$

City of Sacramento
Department of Public Works
Martin Luther King Jr.Library Renovation Project
Guaranteed Maximum Price (GMP)
Description Source Amount Div. Total
Telecom/Data incl.

Security/Access Control incl.

Communications incl.

Div. 32 - Exterior Improvements -$
SWPPP w/ Utils incl.

Trash enclosure Excluded -$
Equipment yard modifications Excluded -$
Landscaping repair to existing w/Utils incl.

Div. 33 - Utilities Estimate 213,000$ 196,000$
Domestic Water Main (150') incl.

Fire Service Main / DDCV / FDC (150') incl.

DDCV & FDC incl.

Potholing incl.

Surveying incl.

Traffic Controls incl.

Deduct water connection and encroachment permit fees (paid by city)(GMP rev.) (7,000)$ Deduct street re-striping budget. (GMP rev.) (10,000)$
Subtotal Cost of Work 8,172,523$
GC Contingency 5.00% 408,626$
Total Estimated Cost of Work 8,581,149$
General Requirements 322,784$
General Conditions 902,210$
Subtotal 9,806,143$
SDI Insurance 1.15% 112,771$
GL/BR Insurance 1.35% 132,383$
Subtotal 10,051,297$
GC Fee 3.00% 301,539$
Total 10,352,836$
P&P Bond 0.80% 82,823$
Total with Bonds 10,435,658$
Alternate Pricing Options Accepted: Total w/ Mark Ups:

A-02. AMH System OFCI 8,000$
A-03. Low roof fascia repair and flashing 44,000$
D-02, D-03, & D-04. ACT Ceilings (47,000)$
D-07. Meeting Room "Brown Act" AV (ADD Alt.) 14,000$
Subtotal Accepted Alternates 19,000$
Total GMP With Accepted Alternates 10,454,658$

2024 SB NORTHERN CALIFORNIA LABOR RATES
Updated 08/01/2024
Admin/Staff Rates:

Title
Current Billing
Rate
Project Executive 227.51
Senior Project Manager 180.48
Project Manager 152.41
Senior Project Engineer 110.02
Project Engineer 94.03
Intern Project Engineer 62.16
Construction Manager 195.89
Senior Superintendent 204.35
Superintendent 183.35
Assistant Superintendent 157.27
Senior Scheduler 172.15
Scheduler 147.86
MEP Superintendent 150.54
MEP Coordinator 147.52
Safety Manager I 155.96
Quality Manager 164.03
Senior Field Administrator 95.15
Field Administrator 79.19
Project Accountant 82.00
Admin/Staff rates are valid through June, 2025. Rates increase by 5% beginning July 1, 2025 (and each year after) These rates are fixed and agreed upon as allowable costs per the Contract and are not subject future audit.

Union/Craft Rates:

Union Name Area Level Reg OT DT
Carpenters 3 General Foreman 167.30 222.51 279.39
Carpenters 3 Foreman 149.56 198.92 249.77
Carpenters 3 Journeyman 132.16 175.78 220.71
Drywall Lathers 3 Journeyman 134.14 178.40 224.01
Drywall Finishers 2 General Foreman 138.10 183.67 230.62 Drywall Finishers 2 Foreman 135.30 179.95 225.96
Drywall Finishers 2 Journeyman 123.17 163.82 205.69
Laborers 2 General Foreman 117.19 155.87 195.71
Laborers 2 Foreman 110.55 147.03 184.62
Laborers 2 Journeyman 96.15 127.88 160.57
Cement Masons 0 General Foreman 137.59 183.00 229.78
Cement Masons 0 Foreman 131.07 174.33 218.89
Cement Masons 0 Journeyman 111.96 148.90 186.97
The above labor rates for project personnel includes salary, benefits, fringes, car/truck, gas card, computer and cell phone.

The above labor rates for project personnel are valid through June 2025, and subject to labor association contract revisions after June 2025.

These rates are fixed and agreed upon as allowable costs per the Contract and are not subject to future audit.

MLK Jr. Library Modernization Project
Swinerton GMP Proposal, 12.13.2024
Subcontractors and Self-Perform Work
Scope of Work: Subcontractor:

Shoring and Scaffolding Skyline Scaffold
Abatement PARC
Masonry PTS Masonry
Structural & Misc. Steel Capitol Iron Works
Waterproofing / Crack Repair / Structural FRP F.D. Thomas Flashing and Sheetmetal DDK (w/HVAC)
Overhead Coiling Door Contra Costa Door
Glass & Glazing U.S. Glass, Inc.

Tile National Ceramic Tile & Stone
Flooring BT Mancini
Painting James L. Harris
Window Treatment Rico's
Fire Sprinklers Frontier Fire Protection
Plumbing DDK Mechanical
HVAC / Controls DDK Mechanical
Electrical / FA / LV / Telecom Collins Electrical
Utilities & Sitework Rock Morgan Ent.

Swinerton Self-Perform work:

Demolition (non haz mat) SB Demolition Group
Concrete and Rebar SB Concrete Group
Rough Carpentry & Structural Wood Framing Swinerton
Architectural Woodwork & Solid Surface SB Millwork Group Doors, Frames, & Hardware SB Door Group
Framing, Drywall & Insulation SB Drywall Group
Acoustical Ceilings & Treatments SB Drywall Group
Bathroom Partitions and Specialties SB Specialties Group Library Equipment SB Specialties Group
Signage Installation Swinerton
Final cleaning Swinerton
The following subcontractors have provided compeitive bids and are the apparent low/complete bidder for the noted scope of work.

GMP Qualifications 1 SWINERTON
City of Sacramento, Public Works Dept.

Marin Luther King Jr. Library Modernization Project

GMP QUALIFICATIONS
(R2) 1/8/2025
A. General
General Qualifications

1. The GMP Proposal is based on a construction duration of 14 Months with an anticipated construction start in February, 2024.

2. Costs are based upon regular working hours, generally 7:00 AM to 3:30 PM, Monday to Friday. Disruptive work may be performed during off-hours and will be coordinated with the project team.

3. We have included a Contractor’s Contingency, to be used by the Contractor to account for scope gaps between trade contractors, contract default by trade contractors, cost of corrective work not provided elsewhere, and/or expediting costs to meet schedule completion dates. This contingency is not intended to cover scope changes, unforeseen conditions, or adjustments to project allowances. The contingency can only be used after the approval from the City.

4. General Liability Insurance is included.

5. Builder’s Risk Insurance is included for the value of new construction work.

6. GC Payment and Performance bond is included.

7. Subcontractor Default Insurance is included.

8. Adherence to the city’s Project Labor Agreement and Prevailing Wage Rates are included.

9. This Proposal is good for 30 days and is contingent upon a mutually agreeable construction contract.

10. Swinerton includes a 12-month warranty on completed work commencing at substantial completion.

11. Swinerton proposes to self-perform trade packages as listed in the GMP Estimate detail. Self-perform work will be performed by either Swinerton craft personnel and/or a Swinerton specialty operating group. Each scope package is considered a stand-alone lump-sum proposal, inclusive of our standard mark ups and fees.

12. Refer to the Estimate detail and scope-specific qualifications below for additional comments and scope clarifications.

General Exclusions

1. Unforeseen conditions

2. Building permit and plan check fees.

3. Design and engineering fees.

4. Professional liability insurance.

5. Third party inspection and testing.

6. Geotechnical survey and inspection.

7. Third party commissioning agent.

8. Utility company fees and/or assessments.

9. Site/property survey, ALTA or boundary survey.

10. Surveying, locating, and inspection of existing underground utilities and connections (existing utilities will be verified though Underground Survey Alert (USA) prior to excavation).

11. Costs associated with any groundwater mitigation.

GMP Qualifications 2 SWINERTON

12. Environmental Assessments, Impact Reports, Surveys, and related are excluded.

13. Temporary stand-alone mockups. In-place mockups for quality verification are included.

14. Air quality monitoring.

15. Noise monitoring.

16. Seismic instrumentation or monitoring.

17. Provisions for latent soils conditions and hazardous materials removal and/or remediation of soils.

18. Handling or abatement of hazardous materials not listed in the hazardous materials survey report.

19. Cost of temporary utility consumption during course of construction (water, sewer, gas, power). Swinerton to use the existing building’s power service for temporary construction power.

20. Upgrades to existing building elements and systems found to be non-code compliant.

21. Warranty repairs associated with existing systems and/or equipment.

22. LEED Certification and related fees.

23. Rapid escalation due to unforeseen market conditions.

24. Exterior or ADA repairs or upgrades not shown on plans.

25. We have not included costs for Preconstruction RFI’s, constructability review items, or any other preconstruction items unless incorporated into the project Drawings and Specifications.

B. Project Document List

1. Drawings: Construction Documents, Backcheck #1 dated 11/1/2024, prepared by Group 4 Architecture.

2. Specifications: Backcheck #2 dated 12/9/2024, prepared by Group 4 Architecture.

3. Plan check Backcheck #2 dated 12/9/2024: Revised sheets and specifications listed on the Revision Logs have been verified and included in this GMP. Due to the timing of Backcheck #2, we were not able to review and verify the complete set of documents not listed on the revision logs.

4. Hazardous Material Survey Report dated January 7, 2020, and Supplemental Report dated, 7/23/2024, prepared by Stantec.

5. Proposal Schedule dated 12/8/2024, prepared by Swinerton (attached).

6. Preconstruction RFI Log (attached).

C. Scope-specific Qualifications
Division 1 – General Items

1. Removal and re-installation of the exterior louvers will be necessary for material and equipment access into and out of the basement mechanical room. Reasonable precautions will be taken to limit any damage during its removal. We have not included the cost of new louvers should the existing ones be unfit for re-use.

2. We assume that all interior high work can be performed from the existing library floor deck using common equipment such as rolling platforms and scissor lifts. We have included an allowance that includes temporary plywood board to protect the existing floor deck during construction. (Reference Allowance Summary in Section 4 below). We have not included additional costs for temporary structural reinforcements, special scaffold systems, elevated “dance floor” working decks, etc.

Division 2 – Existing Conditions

GMP Qualifications 3 SWINERTON

1. We include abatement and removal of hazardous materials that are identified on the hazardous materials survey report AND scheduled for removal on demolition plans. We have not included additional costs for items not identified on plans (Owner will carry a separate contingency for this).

2. Existing materials shown to remain may contain hazardous substances (i.e., asbestos and/or lead paint).

We exclude added encapsulation of remaining materials that are not removed.

3. We exclude Final Clearance of abated hazardous materials. This shall be provided by Owner’s hygienist of record (Stantec).

Division 4 - Masonry

1. We include cutting or coring for new penetrations through existing masonry walls, and repair of locations indicated on plans. We have not accounted for any other general repair or refinishing of existing brick or masonry finishes.

2. Existing brick will be salvaged as best as possible for re-use at repair locations. New brick and grout material (if needed) will be matched to existing as closely as possible from readily available products.

Custom matching or material production is excluded.

Division 5 - Metals

1. We exclude the “AISC Quality Certification Program” for fabricators and erectors, as called for in Section 051200. This has been waived by the SEOR.

Division 6 - Woods and Plastics

1. Excludes Marketplace 116: Custom circulation desk (no longer shown on the plans), assuming it is now FFE by Owner or deleted.

2. Excludes BOH Corridor (near Office, Staff Workroom, Staff Breakroom): Full height Plastic Luminate cabinets (no longer shown on the plans), deleted.

3. Excludes Common Area: 3/4" x 4" clear finish maple wood baseboard (no longer shown on the plans), assuming it is deleted.

4. Slatwall system is included as shown on plans (approx. 352 sf (88 lf) of PLAM Slatwall). Excludes any hardware/ accessories for the Slatwall aside from the actual Slatwall (ex: shelves, metal hooks, baskets, etc.).

Division 7 – Thermal and Moisture

1. We have included 20 LF of Crack Repair at the existing concrete basement walls as indicated on S2.02 and S1.03.

2. Crack repair includes Sikadur 31 Hi Mod Gel by Sika Corp, which is considered to conform to specification requirements. Includes a hydrophobic crack injection, which is recommended by bidders for the one-sided application.

3. Xypex coating is included for Crystalline waterproofing on interior side of crawl space perimeter walls.

4. We exclude Section 071326 and/or below-grade waterproofing of the foundation exterior (none shown on plans).

5. We exclude repair or replacement of the existing roofing system, existing leaks, and/or existing roof slope deficiencies.

6. We include an Allowance for localized repair of the roof membrane resulting from our work (ex: MEP roof penetrations). (Reference Allowance Summary in Section 4 below)

GMP Qualifications 4 SWINERTON

7. We exclude all Fireproofing of new or existing steel elements (none shown on plans).

8. All Fiber Cement Board & Batten Siding scope of work is within Alternate A-04 (see below). None within the base GMP.

9. New exterior flashings and sheetmetal items are included as pre-finished gauge metal, color to be selected from manufacturer’s standard colors. Custom colors and/or color matching is excluded.

Division 8 - Openings

1. We include an STC rating (STC 40) at Door 119. STC rating of frame 119 is not included.

2. STC ratings are excluded on ALL other doors and frames and interior/exterior glazing systems and frames.

3. All Skylights are excluded.

Division 9 - Finishes

1. Flooring Vapor Emission Treatment System, per Section 09 6423 is included where resilient flooring is specified over existing slab-on-grade (Entry Vestibule #101 and Studio #110).

2. We exclude any vapor emission treatment system over existing wood floor decking and/or cementitious overlay.

3. We assume minimal flooring substrate prep will be required, and exclude excessive preparation procedures, such as bead blasting, mechanical or chemical removal of existing glue/mastic residues, etc.

4. We exclude Sealing of concrete floors (ex: basement mechanical room)

5. We exclude waxing or sealing of Resilient Flooring.

6. Budget inclusions for unknown drywall repair in the crawl-space and above-ceiling areas has been removed from the GMP estimate (Owner will carry a separate contingency for this).

7. We exclude Painting of the exterior building and/or site elements other than repaired areas (i.e., fascia repair).

8. We exclude Painting or re-finishing of non-public areas unless scheduled to be painted (ex: the basement and stairwell, mechanical spaces, under-floor crawl space, etc.).

9. Anti-graffiti coatings are excluded.

Division 10 - Specialties

1. We exclude the “Metal Storage Shelving” per section 10 5613, and sheet notes “1007 Metal Storage Shelving” (shelving is not found on plan sheets).

Division 11 - Equipment

1. We exclude the library bookshelf systems per Section 115123 (FF&E by owner), as well as any related engineering or floor structure improvements not shown on plans.

2. We exclude added in-wall backing at perimeter walls for book stacks (Ref detail 4/A9.6-3).

3. We exclude the Library Automated Material Handling (AMH) system (installation is included under Alternate. A-02. Refer to Section D below).

Division 12 - Furnishings

GMP Qualifications 5 SWINERTON

1. All furnishings, fixtures, and equipment (FF&E) are by owner, unless specifically included in the estimate detail.

2. All appliances are excluded (by owner).

3. Automatic External Defibrillators are excluded (by owner).

Division 21 – Fire Protection

1. We exclude the design and permit document preparation of the Fire Suppression System (provided by owner). Fire sprinkler system design is included in the permitted set of plans.

2. We exclude Pressure testing or verification of the existing water systems, and/or upgrading the existing system if determined to be insufficient.

3. We exclude the cost for providing a Fire Pump and related work (determined to be not required).

4. We exclude fire sprinklers in the crawl space below the library main floor (determined to be not required).

Division 23 – HVAC

1. New VRF System is by Mitsubishi.

Division 26 - Electrical

1. We exclude the Cost of purchasing and procurement of the main electrical switch board (purchased directly by owner). Accept delivery of the gear, all required connections and installation included.

Division 28 – Electronic Safety and Security

1. We exclude the design and permit document preparation of the Fire Alarm System (provided by owner).

Fire Alarm system design is included in the permitted set of plans.

Division 31 – Earthwork and Exterior Improvements

1. We include exterior work shown at the Mechanical Yard and southwest corner of the building for new MEP systems and equipment.

2. We include repair of exterior work associated with new Utility installations. We exclude all other exterior work or improvements unless indicated on plans (See Alt. A-01 for exterior patio improvements).

3. Swinerton will protect existing exterior grounds and landscaping from our work. We exclude all regular maintenance, watering, and upkeep of existing landscaping during construction. We assume the city maintenance personnel will provide this service. Swinerton to ensure that all landscaping sprinkler systems remain operational during construction.

Division 33 - Utilities

GMP Qualifications 6 SWINERTON

1. We include the installation of a new fire water service as shown on Civil plans.

2. We include connection of the new domestic water and sanitary waste shown on Plumbing plans.

3. We include replacement of existing paving and landscaping that are removed for the new fire water, domestic water, and sanitary line work. No other exterior improvements or landscaping work is shown or included.

4. We exclude city water connection fees and encroachment permit fees. To be paid by Owner.

D. Bid Alternate Qualifications
General:

1. Accepted alternates must be fully incorporated into the design Drawings and Specifications by the Architect prior to the work proceeding. Alternates do not include costs for design consultants, document revisions, permits, etc.

2. Alternates must be accepted at time of GMP approval. Pricing cannot be guaranteed for alternates added to the project later.

Alt. A-01 – North Patio Exterior Improvements

1. Alternate A-01 has been revised during plancheck to be a deferred design and permit. We recommend an Allowance of $90,000 for the scope indicated on Sheet A1.2-2, which includes: Demo existing, earthwork and grading, new concrete curbs and flatwork, metal fence with (1) swing gate, landscape repair, protection and cleanup. Excludes design consultants, document production and permitting (by others). Final guaranteed pricing can be provided upon completion of design and permit docs.

Alt. A-02 – AMH System (OFCI)

1. We include the cost of cutting new penetrations through the exterior masonry wall.

2. We include the cost of receiving, unloading and carting AMH equipment into Room 122. We assume the equipment will arrive in components that can be brought in through exterior doors.

3. We exclude AMH system final assembly, installation, and startup. We assume this is by the owner’s AMH vendor.

Alt. A-03 – Low Roof Fascia repair and flashing

1. Localized repair of three (3) known spot locations of dry rot is included in the base GMP.

2. Alternate A-03 includes the installation of new continuous Pre-finished flashing slipped under existing roof edge flashing at the lower roof. Pre-finish color to be selected from manufacturer’s standard colors. Custom color is excluded. In-field finish painting is excluded.

3. We assume no additional dry rot or replacement of existing wood trim or structure is needed.

4. We assume the existing exterior plaster soffit will remain. No costs are included for plaster repair or replacement.

Alt. A-04 – Replace exterior board and batten siding
GMP Qualifications 7 SWINERTON

1. Alternate pricing includes the removal and installation of new Fiber Cement Batten Board, Fiber Cement Paneling, Vent Mat and Self-adhered membrane, and Plywood Sheathing.

2. We include new 3/8” plywood substrate to match the original building plans and construction (detail 1/A8.0-1 calls for 3/4” ply).

3. Existing wood studs and Batt insulation to remain in place.

4. An in-depth inspection of the wall structure and cavity has not been performed. We have not included any costs for repair or replacement of concealed or unknown damage or dry rot.

5. This alternate includes replacing the lower South portion from 0’-0” to 9’-2” (reference detail 5/A8.0-1).

Alt. D-01 – Exterior Glazing Retrofit System

1. As requested, Swinerton has provided an alternate deduct price for the specified glazing retrofit system.

However, most glazing bidders have indicated they cannot guarantee a hermetical (airtight or impervious to air) seal between the new glass unit and the existing glass. Some are not sure if it is even possible.

2. Neither Swinerton nor any of the glazing bidders has prior experience with the specified retrofit system, and some would not provide a price.

3. There is no known equal/alternate system.

4. For the above reasons, Swinerton does NOT endorse or recommend this alternate glazing system.

5. Swinerton excludes all performance, testing, or warranty of existing windows that remain in place, should the owner elect to proceed with the alternate glazing retrofit system.

4. Allowance Summary
Allowances are included for items that cannot be accurately priced or quantified based on information currently available. We have made reasonable pricing assumptions for the intended work. The final cost of each allowance item shall be adjusted up or down, via change order, based on the actual cost of the work. The following allowances are currently included within the Estimate:
# Description Qty UM Unit Price Allowance Price
1 Shoring and protection of existing floor deck 1 LS $ 30,000 $ 30,000 2 Engineering of floor deck 1 LS $ 5,500 $ 5,500
3 Roof demo and repair for penetrations 1 LS $ 20,000 $ 20,000 4 Traffic control for offsite curb & gutter work 1 LS $ 5,000 $ 5,000 5 6
Total Value of Allowances $ 60,500
ATTACHMENT 2
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ISSUE DATE
PROJECT:

CA REG.

Project Arch. --
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7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A0.0

COVER SHEET
23604-01
MARTIN LUTHER KING JR. LIBRARY REMODEL
7340 24TH STREET BYPASS, SACRAMENTO, CA 95822
BACK CHECK 2 SUBMITTAL
December 09, 2024

PROJECT TEAM
ARCHITECT: CIVIL: STRUCTURAL:

GROUP 4 ARCHITECTURE RESEARCH +
PLANNING:
211 LINDEN AVENUE
SOUTH SAN FRANCISCO, CA 94080
T: (650) 871-0709
F: (650) 871-7911
CONTACT: CAROLYN CALBERG

BKF ENGINEERS
980 9TH STREET, SUITE 2300
SACRAMENTO, CA 95814
T: (916) 556 5855
CONTACT: JIM MCCURDY

BUEHLER ENGINEER INC
600 Q STREET, SUITE 200
SACRAMENTO, CA 95811
T: 916 443 0303
CONTACT: BILL ANDREWS
MEP: ACOUSTICS & TELECOM:

IMEG CORP.
160 PINE STREET
SAN FRANCISCO, CA 94111
T: 415 660 9853
CONTACT: RYAN SPRANGERS

SMITH, FAUSE & MCDONALD, INC
351 8TH STREET
SAN FRANCISCO, CALIFORNIA 94103
T: 415 255 9140
CONTACT: PETER MCDONALD
PROJECT SCOPE OF WORK:

The MLK, Jr. Library Remodel project will transform the interior of the existing ~15,300 library (~14,900SF first floor with a ~400SF).

Full interior renovation including demolition of existing interior, seismic retrofit, new configuration of spaces, interior finishes, lighting, mechanical system, sprinkler system, and fire alarm. Thermally upgraded exterior window and doors and other minimal exterior building improvements and sitework related to the fire service connection for the fire sprinkler system will also be included as part of the project.

Accessible Upgrades Required by CBC 11B-202.4: Path of travel upgrades included: new accessible primary entry doors (1/A2.5-3, A2.6-1), thresholds (A8.6-1), hardware (Spec section 08 7100), signage (G1.0-0, G1.0-1, G2.1-1, G2.2-1, G2.2-2), new accessible restrooms (1/A2.5-5, 2/A2.5-5), new accessible drinking fountain (1/A2.5-5), and new visual/audible alarms (FA0.0 - FA3.0-2).

LOCATION MAP:

MLK LIBRARY

ALTERNATES
ADDITIVE:

A-01. FENCE TO ENCLOSE NORTH PATIO AREA. SEE A1.2-2
A-02. AUTOMATED MATERIAL HANDLING SYSTEM, OFCI. OPENING IN (E) WALL FOR DEDICATED BOOK RETURN FOR THE AMHS. SEE A2.5-3 A-03. LOW ROOF FASCIA, REPAIR WHERE DAMAGED AND COVER FULL FASCIA WITH FLASHING. SEE A8.0-1
A-04. REPLACE EXISTING BOARD + BATTEN SIDING WITH FIBER CEMENT BOARD + BATTEN SIDING. SEE A8.0-1
A-05. MEETING ROOM "BROWN ACT" AV TECHNOLOGY

DEDUCTIVE
D-01. EXTERIOR GLAZING RETROFIT. EXISTING EXTERIOR GLAZING TO REMAIN. ADD GLAZING RETROFIT INSULATED GLAZING UNITS TO INTERIOR SURFACE OF EXTERIOR STOREFRONT SYSTEM. SEE 08 51 13 – WINDOW GLAZING RETROFIT.

D-02. 4X4 ACT CEILING ASSEMBLY AT MEETING ROOM INSTEAD OF WOOD ACOUSTICAL CEILING. SEE A6.0-1
D-03. 2X4 ACT CEILING ASSEMBLY AT MARKETPLACE, TEEN, AND ADULT SOFFIT INSTEAD OF WOOD ACOUSTICAL CEILING. SEE A6.0-1
D-04. 2X4 ACT AT HIGH ROOF INSTEAD OF 4X4 ACT. SEE A6.0-2 D-05. ELIMINATE LARGE STUDY ROOM, DISPLAY AND TECHNOLOGY TO REMAIN ON EAST WALL. SEE A2.5-4
D-06. ELIMINATE SMALL STUDY ROOMS, ONE DISPLAY AND IT'S

ASSOCIATED TECHNOLOGY TO BE MOVE TO FURRED OUT EXTERIOR WALL. SEE A2.5-2
A
2 1

DEFERRED SUBMITTALS
A. FIBER REINFORCED POLYMER (FRP) STRENGTHENING OF CMU
WALL.

B. FIRE SPRINKLER SUPPORT.

C. SEISMIC BRACING OF MECHANICAL, ELETRICAL, AND PLUMBING DISTRIBUTION SYSTEMS.

SEPARATE PERMITS
A. IF ALTERNATE A-01 IS ACCEPTED, SEPATATE PERMIT IS REQUIRED

FOR THE NEW RETAINING WALL AND SITE FENCE TO ENCLOSE THE NORTH PATIO. SEE A1.2-2
2 DELTA REVISION DATE
A Addendum A 09/13/2024
1 Back Check 1 11/01/2024
2 Back Check 2 12/09/2024
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CA REG.

Project Arch. --
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7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A0.1

SHEET INDEX
23604-01

SHEET INDEX
SHEET NO. SHEET NAME
A0.0 COVER SHEET
A

0.1 SHEET INDEX
A0.2 ABBREVIATIONS & LEGEND
A0.3-1 CALGREEN
A0.3-2 CALGREEN
A0.3-3 CALGREEN
A0.4-1 CODE- EXITING PLAN
A0.4-2 CODE- EXITING PLAN - AFTER HOURS
A0.5-1 DISABLE ACCESS COMPLIANCE MOUNTING HEIGHTS AND LOCATIONS A0.5-2 DISABLED COMPLIANCE GUIDELINES
A0.6-1 TYPICAL RULES FOR DETERMINING MOUNTING HEIGHTS AND LOCATIONS A0.6-2 TYPICAL RULES FOR DETERMINING MOUNTING HEIGHTS AND LOCATIONS C0.0 GENERAL NOTES
C1.0 EXISTING CONDITIONS
C2.0 DEMOLITION PLAN
C3.0 SURFACE IMPROVEMENTS
C4.0 UTILITY PLAN
C5.0 DETAILS
C5.1 DETAILS
A1.0-1 DEMOLITION SITE PLAN
A1.1-1 SITE PLAN
A1.2-2 SITE DETAILS - ALTERNATES
A2.0-0 DEMOLITION FLOOR PLAN
A2.0-1 DEMOLITION ROOF PLAN
A2.0-2 DEMOLITION ELEVATIONS
A2.0-3 DEMOLITION ELEVATIONS
A2.0-4 DEMOLITION REFLECTED CEILING PLAN - LOWER FLOOR
A2.0-5 DEMOLITION REFLECTED CEILING PLAN - HIGHER FLOOR A2.4-1 FLOOR PLAN - FIRST FLOOR
A2.4-2 FLOOR PLAN - BASEMENT
A2.5-1 ENLARGED FLOOR PLAN - N.W.

A2.5-2 ENLARGED FLOOR PLAN - N.E.

A2.5-3 ENLARGED FLOOR PLAN - S.W.

A2.5-4 ENLARGED FLOOR PLAN - S.E.

A2.5-5 ENLARGED PLAN - RESTROOMS
A2.6-0 DOOR SCHEDULE NOTES
A2.6-1 DOOR SCHEDULE
A3.1-1 BUILDING ELEVATIONS
A3.1-2 BUILDING ELEVATIONS
A3.2-1 ENLARGED WINDOW ELEVATIONS (EXTERIOR)
A3.2-2 ENLARGED WINDOW ELEVATIONS (EXTERIOR)
A3.3-1 ENLARGED WINDOW ELEVATIONS (INTERIOR)
A3.3-2 ENLARGED WINDOW ELEVATIONS (INTERIOR)
A3.4-1 BUILDING SECTIONS
A3.4-2 BUILDING SECTIONS
A4.0-1 FINISH SCHEDULE & NOTES
A4.1-1 FINISH FLOOR PLAN
A5.0-0 INTERIOR ELEVATIONS MATERIAL FINISH SCHEDULE
A5.0-1 INTERIOR ELEVATIONS
A5.0-2 INTERIOR ELEVATIONS
A5.0-3 INTERIOR ELEVATIONS
A5.0-4 INTERIOR ELEVATIONS
A5.0-5 INTERIOR ELEVATIONS
A5.2-1 INTERIOR VIGNETTES (FOR REFERENCE)
A6.0-1 REFLECTED CEILING PLAN - LOW ROOF
A6.0-2 REFLECTED CEILING PLAN - HIGH ROOF
A8.0-1 EXTERIOR WALL TYPES & DETAILS - ALTERNATES
A8.0-2 EXTERIOR DETAILS - WALL
A8.2-1 EXTERIOR DETAILS - STOREFRONT
A8.2-2 EXTERIOR DETAILS - STOREFRONT @ CLERESTORY
A8.7-1 EXTERIOR DETAILS - ROOF
A9.0-1 INTERIOR PARTITION TYPES
A9.0-2 INTERIOR DETAILS - METAL STUD PARTITIONS
A9.0-3 INTERIOR DETAILS - METAL + WOOD STUD PARTITIONS
A9.0-4 INTERIOR DETAILS - PENETRATIONS
A9.1-1 INTERIOR DETAILS - WINDOW & DOOR
A9.2-1 INTERIOR DETAILS - WINDOW & DOOR
A9.2-2 INTERIOR DETAILS - WINDOW & DOOR
A9.3-0 INTERIOR DETAILS - CEILING
A9.3-1 INTERIOR DETAILS - CEILING
A9.3-2 INTERIOR DETAILS - CEILING
A9.3-3 INTERIOR DETAILS - CEILING
A9.3-4 INTERIOR DETAILS - CEILING
A9.3-5 INTERIOR DETAILS - CEILINGS
A9.3-6 INTERIOR DETAILS - CEILINGS
A9.4-1 INTERIOR DETAILS - WALL MTD. ACCESSORIES
A9.5-3 INTERIOR DETAILS - CASEWORK
A9.5-4 INTERIOR DETAILS - CASEWORK
A9.5-5 INTERIOR DETAILS - FLOOR & BASE
A9.6-0 SHELVING SCHEDULE & NOTES

SHEET INDEX
SHEET NO. SHEET NAME
A9.6-1 METAL SHELVING PLAN
A

9.6-3 SHELVING NOTES & DETAILS
A10.1-1 FURNITURE PLAN (N.I.C., FOR REFERENCE ONLY)
G0.0 SIGNAGE- GENERAL NOTES & LEGEND
G0.1 SIGNAGE- FONTS, COLORS & TYP. MOUTNING HEIGHTS
G1.0-0 SIGNAGE- SCHEDULE
G1.0-1 SIGNAGE- CODE & WAYFINDING SIGNAGE PLAN
G1.0-2 SIGNAGE- WAYFINDING COLLECTION SIGNAGE PLAN
G1.0-3 SIGNAGE- END PANEL & STACK TOPPER SIGNAGE - SHEDULE G2.1-1 SIGNAGE- CODE SIGNS (EXTERIOR)
G2.2-1 SIGNAGE- CODE SIGNS (INTERIOR)
G2.2-2 CODE SIGNAGE
G2.2-3 CODE SIGNAGE
G3.1-1 SIGNAGE-WAYFINDING SIGNAGE
G3.1-2 SIGNAGE-WAYFINDING SIGNAGE
G3.1-3 SIGNAGE-WAYFINDINGS SIGNAGE
G3.1-4 SIGNAGE-WAYFINDINGS SIGNAGE
G3.1-5 WAYFINDING SIGNAGE - COLLECTION SIGNAGE
S1.01 GENERAL NOTES
S1.02 GENERAL NOTES
S1.03 GENERAL NOTES
S1.04 STRUCTURAL SPECIAL INSPECTIONS AND TESTING
S2.01 DEMOLITION PLANS
S2.02 FOUNDATION PLAN
S2.03 FLOOR FRAMING PLAN
S2.04 ROOF FRAMING PLAN
S3.01 SECTIONS
S3.02 SECTIONS
S3.03 SECTIONS
S3.04 SECTIONS
S3.05 SECTIONS
S4.01 ELEVATIONS
S5.01 TYPICAL CONCRETE DETAILS
S5.21 TYPICAL WOOD FRAMING DETAILS
S5.22 TYPICAL WOOD FRAMING DETAILS
S5.23 DETAILS
S5.24 DETAILS
S5.31 TYPICAL WOOD SHEAR WALL AND HOLDOWN DETAILS
S5.32 TYPICAL WOOD SHEAR WALL AND HOLDOWN DETAILS
S5.41 TYPICAL INTERIOR PARTITION WALL DETAILS
S5.42 TYPICAL INTERIOR PARTITION WALL DETAILS
M0.0 MECHANICAL COVERSHEET
M1.1-1 OVERALL SITE PLAN - MECHANICAL
M2.0-1 FIRST FLOOR DEMOLITION PLAN - MECHANICAL
M2.0-2 BASEMENT DEMOLITION PLAN - MECHANICAL
M2.4-1 FIRST FLOOR REMODEL PLAN - MECHANICAL
M2.4-2 BASEMENT REMODEL PLAN - MECHANICAL
M2.4-3 EQUIPMENT YARD REMODEL PLAN - MECHANICAL
M4.0-1 MECHANICAL SCHEDULES
M4.0-2 MECHANICAL SCHEDULES
M5.0-1 DETAILS
M5.0-2 DETAILS
M5.0-3 DETAILS
M6.0-1 CONTROL DIAGRAMS
M6.0-2 CONTROL DIAGRAMS
M7.0-1 COMPLIANCE FORMS
M7.0-2 COMPLIANCE FORMS
M7.0-3 COMPLIANCE FORMS
P0.0 PLUMBING COVERSHEET
P1.1-1 OVERALL SITE PLAN - PLUMBING
P2.0-1 FIRST FLOOR DEMOLITION PLAN - PLUMBING
P2.0-2 BASEMENT DEMOLITION PLAN - PLUMBING
P2.4-1 FIRST FLOOR REMODEL PLAN - PLUMBING
P2.4-2 BASEMENT REMODEL PLAN - PLUMBING
P2.4-3 ENLARGED PLANS
P4.0-1 PLUMBING SCHEDULES
P4.0-2 PLUMBING SCHEDULES
P5.0-1 DETAILS
P5.0-2 DETAILS
P5.0-3 DETAILS
FP0.0 FIRE PROTECTION COVERSHEET
FP1.1-1 OVERALL SITE PLAN - FIRE PROTECTION
FP2.4-1 FIRST FLOOR REMODEL PLAN - FIRE PROTECTION
FP2.4-2 BASEMENT REMODEL PLAN - FIRE PROTECTION
FP3.4-1 FIRST FLOOR CEILING PLAN - FIRE PROTECTION
FP3.4-2 HIGH ROOF CEILING PLAN - FIRE PROTECTION
FP4.0-1 FIRE PROTECTION SCHEDULES
FP5.0-1 DETAILS
FP5.0-2 DETAILS
FP6.0-1 SECTIONS

SHEET INDEX
SHEET NO. SHEET NAME
E0.0 ELECTRICAL COVERSHEET
E

0.3-1 TITLE 24 INDOOR LIGHTING FORM
E0.3-2 TITLE 24 INDOOR LIGHTING FORM
E0.3-3 TITLE 24 OUTDOOR LIGHTING FORM
E0.3-4 TITLE 24 OUTDOOR LIGHTING FORM
E0.3-5 TITLE 24 POWER DISTRIBUTION FORM
E0.3-6 TITLE 24 POWER DISTRIBUTION FORM
E0.4-1 PANEL SCHEDULES
E0.4-2 PANEL SCHEDULES
E1.1-1 OVERALL SITE PLAN - ELECTRICAL
E1.1-3 EQUIPMENT YARD PLAN - ELECTRICAL
E2.0-3 FIRST FLOOR DEMOLITION PLAN
E2.0-4 BASEMENT DEMOLITION PLAN
E2.4-1 FIRST FLOOR REMODEL PLAN - LIGHTING
E2.4-2 BASEMENT REMODEL PLAN - LIGHTING
E2.4-3 FIRST FLOOR REMODEL PLAN - POWER
E2.4-4 BASEMENT REMODEL PLAN - POWER
E2.4-5 FIRST FLOOR REMODEL PLAN - RECEPTACLES
E2.4-6 BASEMENT REMODEL PLAN - RECEPTACLES
E4.0-1 DEMOLITION SINGLE LINE DIAGRAM
E4.0-2 REMODEL SINGLE LINE DIAGRAM
E4.0-3 ELECTRICAL SCHEDULES
E4.0-4 ELECTRICAL SCHEDULES
E5.0-1 DETAILS
E5.0-2 DETAILS
E5.0-3 DETAILS
FA0.0 FIRE ALARM COVER SHEET
FA0.1-1 FIRE ALARM SCHEDULES AND RISER DIAGRAM
FA1.1-1 OVERALL SITE PLAN - FIRE ALARM
FA2.0-1 BASEMENT DEMOLITION PLAN - FIRE ALARM
FA2.0-2 FIRST FLOOR DEMOLITION PLAN - FIRE ALARM
FA2.0-3 BASEMENT REMODEL PLAN - FIRE ALARM
FA2.0-4 FIRST FLOOR REMODEL PLAN - FIRE ALARM
FA3.0-1 FIRE ALARM DETAILS
FA3.0-2 FIRE ALARM DETAILS
TA001 AV - GENERAL NOTES, LEGEND, SYMBOLS, ABBR AND JBOX SCHEDULE TA002 AV - SYMBOL SCHEDULE
TA003 AV - SYMBOL SCHEDULE NOTES
TA201 AV - FIRST FLOOR PLAN
TA601 AV - FIRST FLOOR RCP
TA901 DETAILS - FLOOR BOX
TA902 DETAILS - RACK R35
TA903 DETAILS - FLAT PANEL WALL BOX AND FLAT PANEL MOUNT TN001 COMM - GENERAL NOTES, LEGEND, SYMBOLS, ABBR AND JBOX SCHEDULE TN002 COMM - SYMBOL SCHEDULE
TN003 COMM - SYMBOL SCHEDULE NOTES
TN100 COMM - SITE PLAN
TN200 COMM - BASEMENT PLAN
TN201 COMM - FIRST FLOOR PLAN
TN401 COMM - IT 124 ROOM - ENLARGED PLAN, RCP, ELEVATIONS TN601 COMM - FIRST FLOOR RCP
TN701 STRUCTURED CABING SINGLE LINE RISER DIAGRAM
TN801 COMM - DEVICE SCHEDULE
TN903 DETAILS - RACK R28
TN904 DETAILS - CABLE TRAYS
TN905 DETAILS - COMMUNICATIONS FLOOR BOXES & PATHWAYS
TN906 DETAILS - STRUCTURED CABLING
TN907 DETAILS - SEALANT RE-ENTERABLE THROUGH PENETRATION TN908 DETAILS - SEALANT RE-ENTERABLE THROUGH PENETRATION TY001 ESS - GENERAL NOTES, LEGEND, SYMBOLS, ABBR AND JBOX SCHEDULE TY002 ESS - SYMBOL SCHEDULE
TY003 ESS - SYMBOL SCHEDULE
TY100 ESS - SITE PLAN
TY201 ESS - FIRST FLOOR PLAN
TY601 ESS - FIRST FLOOR RCP
TY701 ACCESS CONTROL AND SINGLE LINE DIAGRAM
TY702 VISUAL SURVEILLANCE SINGLE LINE DIAGRAM
TY901 DETAILS - SINGLE DOOR ACCESS CONTROL
TY902 DETAILS - DOUBLE DOOR ACCESS CONTROL
TY903 DETAILS - ELEC SECURITY CAMERA DETAILS

DELTA REVISION DATE
D Addendum D 12/09/2024
D
WALLS
BASE
FLOOR
N E
S W
N E
S W
Room name101
Wall Finish-North
Base Finish-North
Floor Finish
Wall Finish-East
Wall Finish-South Wall Finish-West
Base Finish-South
Base Finish-East
Base Finish-West
0 1 View Name
1/8" = 1'-0"
?
T.O.P.
+15'-0" A.F.F.

A8.1
1 101
1 A3.0
A.F.F.10'-0"
101

ARCHITECTURAL DRAWING SYMBOLS LEGEND
(SEE SHEET LEGENDS FOR ADDITIONAL INFORMATION)

DIRECTION OF VIEW

SECTION DETAIL NUMBER

SHEET NUMBER

ROOM NAME

ROOM NUMBER
AREA

DIRECTION OF VIEW

DETAIL NUMBER

SHEET NUMBER

CEILING HEIGHT

DOOR NUMBER
(SEE DOOR

SCHEDULE)

WINDOW/LOUVER NUMBER
(SEE WINDOW/LOUVER SCHEDULE)

INTERIOR WALL TYPE
(SEE A9.0 FOR WALL TYPE)

KEYNOTE

LOCATION

ELEVATION

GRID NUMBER

PROJECT NORTH ARROW
C24a EXTERIOR WALL TYPE
(SEE A8.0 FOR WALL TYPE)

TRUE NORTH
C24a

VIEW NAME

VIEW SCALE

WALL TYPE LEGEND

EXISTING WALL, TO REMAIN

EXISTING WALL, TO BE DEMOLISHED

NEW WALL
ST
07-31-2021
O

ARCHITECT

FOF CALE
REN.

AT ARN
NO.

SE

JONATHANLIC NE
C-30361
D
T
EC
HIT
ARC

HARTMAN
I
U
E
I
H
U
9 A S . O
A

FRANC N
4 0 8 0
H
I
N
S
L 1 1
A L
E
CR

NDE N V A
, N I N G

C R A E
TCEI T
SC
S
N
N

G R O U P
7 S
5 0 6
C
0 7 1 8
2 P
R
A
O
9 0
A
E U
C
+
E R
4 SHEET TITLE AND NO.

ISSUE DATE
PROJECT:

CA REG.

Project Arch. --
----
7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A0.2

ABBREVIATIONS &
LEGEND
23604-01

ARCHITECTURAL DRAWING ABBREVIATIONS

ANCHOR BOLT
ABOVE

ASPHALT CONCRETE PAVING

ACOUSTIC CEILING TILE

ACOUSTICAL

AREA DRAIN

ADDITIONAL

ADJUSTABLE

ARCHITECTURAL EXPOSED STRUCTURAL
STEEL

ABOVE FINISH FLOOR

AGGREGATE

ALTERNATE

ALUMINUM

ALUMINUM

APPROXIMATE

ARCHITECTURAL, ARCHITECT

ASPHALT
BOARD

BETWEEN

BITUMEN

BUILDING
BLOCK

BLOCKING
BEAM
BEYOND
BOTTOM

BOTTOM OF

BOTTOM OF BEAM

BOTTOM OF CONCRETE

BOTTOM OF STEEL
BUCKLING RESTRAINT BRACE.

BETWEEN

BUILT UP WATERPROOFING

BUILT UP ROOF

CABINET

CATCH BASIN
CEMENT

CERAMIC

CORNER GUARD

CONTROL JOINT

CENTERLINE

CEILING
CLOSET
MINIMUM CLEAR DIMENSION, F.O.F. TO
F.O.F.

CONCRETE MASONRY UNIT

CONCRETE OPENING
COLUMN

COMPOSITION

CONCRETE

CONNECTION

CONDITION

CONSTRUCTION

CONTINUOUS

CORRIDOR

COUNTER

CERAMIC TILE
CENTER

COUNTERSUNK

CONDENSER UNIT

CURTAIN WALL OR CUSTOM WOOD

DISABLED ACCESS
DOUBLE

DEPARTMENT
DETAIL

DRINKING FOUNTAIN

DIAMETER

DIAGONAL

DIMENSION

DISCONTINUOUS

DISPENSER
DOWN

DOOR OPENINGS

DIMENSION POINT
DOOR

DOWNSPOUT

DRY STANDPIPE

DISHWASHER

DRAWING
DRAWER

EXISTING
EAST
EACH

EXHAUST FAN

EXPANSION JOINT

ELEVATION

ELECTRICAL

EMERGENCY

ENCLOSURE

EDGE OF PAVEMENT

EXPANDED POLYSTYRENE
EQUAL

EQUIPMENT

ELECTRIC WATER COOLER

EXPANSION, EXPANDED

EXPOSED

EXISTING

EXTERIOR

FIRE ALARM

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FINISHED FLOOR

FINISHED FLOOR ELEVATION

FIXED GLASS

FLAT HEAD COUNTERSUNK
FINISH
FLOOR

FIXTURE

FLASHING

FLUORESCENT

FACE OF

FACE OF CONCRETE

FACE OF FINISH

FACE OF MASONRY

FACE OF STUD

FIBERGLASS REINFORCED PANEL

FIREPROOF

FIREPROOFING

FOOD SERVICE

FOOT OR FEET

FOOTING

FURRING
GAUGE
GALLON

GALVANIZED

GRAB BAR

GLASS OR GRIDLINE
GROUND
GRADE
GYPSUM

GYPSUM WALL BOARD

HOSE BIBB

HARDWOOD

HARDWARE

HOLLOW METAL

HORIZONTAL

HIGH POINT
HOUR
HEIGHT

HEATING, VENTILATING & AIR CONDITIONING

INSIDE DIAMETER

INSULATION

INTERIOR

JUNCTION

JUNCTION BOX

JANITOR
JOINT
JOIST
JOINT

KITCHEN

LAMINATE

LAVATORY

LOCATION

LINEAR FEET

LOW POINT
LIGHT

MACHINE

MAXIMUM

MECHANICAL

MEMBRANE
METAL

MANUFACTURER

MANUFACTURER

MANHOLE

MINIMUM
MIRROR

MISCELLANEOUS

MOISTURE RESISTANT

MASONRY OPENING

MASONRY

METAL THRESHOLD

MOUNTED

MOUNTING
NEW
NORTH

NOT APPLICABLE

NOT IN CONTRACT
NUMBER

NOMINAL

NOT TO SCALE

OUTSIDE
OVER

OVERALL

ON CENTER

OUTSIDE DIAMETER

OWNER FURNISHED CONTRACTOR INSTALLED

OPPOSITE HAND
OFFICE

OPENING

OPPOSITE

OVERFLOW ROOF DRAIN

OVERFLOW ROOF SCUPPER

ORIENTED STRAND BOARD

OCCUPANCY SEPARATION WALL
W.C.

WD.

W.H.

WIND.

W/O
WP.

W.P.

WSCT.

WT.
&
@
DIA.

PERP.

DN.

PORTLAND CEMENT

PHENOLIC
PLATE

PROPERTY LINE

PLASTIC LAMINATE

PLASTER

PLUMBING

PLYWOOD
PAIR

PRECAST

PREFINISHED
POINT

PAINTED

PAPER TOWEL DISPENSER

COMBINATION PAPER TOWEL DISPENSER &

RECEPTACLE

POLYVINYLCHLORIDE

REMOVE EXISTING

RELOCATE EXISTING
RISER
RADIUS

ROOF DRAIN

REFERENCE

REFLECTED

REFRIGERATOR

REINFORCED OR REINFORCING

REQUIRED

RESILIENT EDGE STRIP

RESILIENT

REGISTER
ROOM

ROUGH OPENING

ROOF VENT

RAIN WATER LEADER
SOUTH

SEE ARCHITECTURAL DOCUMENTS

SEE CIVIL DOCUMENTS

SEE ELECTRICAL DOCUMENTS

SEE GRAPHIC DOCUMENTS

SEE LANDSCAPE DOCUMENTS

SEE MECHANICAL DOCUMENTS

SEE PLUMBING DOCUMENTS

SEE STRUCTURAL DOCUMENTS

SEE TELECOM AND A/V DOCUMENTS

SOLID CORE

SEAT COVER DISPENSER

SCHEDULE

SOAP DISPENSER

SQUARE FOOT
SHELF

SHELVES

SECTION
SHOWER
SHEET

SHEATHING

SIMILAR
SINK

SANITARY NAPKIN DISPENSER

SANITARY NAPKIN RECEPTACLE
SOFFIT

SPECIFICATION
SQUARE

STAINLESS STEEL

STATION

STANDARD
STEEL

STORAGE

STRUCTURAL

STRUCTURE

SUSPENDED

SYMMETRICAL
TREAD

TOWEL BAR

TOP OF CURB

TELEPHONE

TEMPERED

TEXTURE
THICK

THRESHOLD

TOP OF PAVEMENT

TOILET PAPER DISPENSER

TUBE STEEL
TOP OF

TOP OF BEAM

TOP OF CURB OR TOP OF CONCRETE

TOP OF PARAPET

TOP OF ROOF

TOP OF STEEL

TOP OF WALL

TYPICAL

UNFINISHED

UNLESS OTHERWISE NOTED
URINAL

VINYL COMPOSITE TILE

VERTICAL

VESTIBULE

VERIFY IN FIELD

VENT TO ROOF
WEST
WITH
CL
A.B.

ABV.

A.C.

A.C.T.

ACOUS.

A.D.

ADD.

ADJ.

A.E.S.S.

A.F.F.

AGGR.

ALT.

AL.

ALUM.

APPROX.

ARCH.

ASPH.

BD.

BET.

BIT.

BLDG.

BLK.

BLKG.

BM.

BND/BYND
BOT.

B.O.

B.O.B.

B.O.C.

B.O.S.

B.R.B.

BTWN.

B.U.W.P.

B.U.R.

CAB.

C.B.

CEM.

CER.

C.G.

C.J.

C.L.

CLG.

CLO.

CLR.

C.M.U.

C.O.

COL.

COMP.

CONC.

CONN.

COND.

CONSTR.

CONT.

CORR.

CNTR.

C.T.

CTR.

CTSK.

C.U.

C.W.

D.A.

DBL.

DEPT.

DET.

D.F.

DIA.

DIAG.

DIM.

DISCONT.

DISP.

DN.

D.O.

D.P.

DR.

D.S.

S.S.P.

D/W
DWG.

DWR.
(E)
E.

EA.

E.F.

E.J.

EL.

ELEC.

EMER.

ENCL.

E.P.

EPS.

EQ.

EQPM.

E.W.C.

EXP.

EXPO.

EXIST.

EXT.

F.A.

F.D.

WATER CLOSET
WOOD

WATER HEATER
WINDOW

WITHOUT

WATERPROOF OR WATERPROOFING

WORK POINT

WAINSCOT
WEIGHT
AND
ANGLE
AT

CENTERLINE

DIAMETER

PERPENDICULAR

SLOPE DOWN/STAIR DOWN
FDN.

F.E.

F.E.C.

F.F.

F.F.E.

F.G.

F.H.C.S.

FIN.

FL.

FIXT.

FLASH.

FLUOR.

F.O.

F.O.C.

F.O.F.

F.O.M.

F.O.S.

F.R.P.

FRPF.

FRPG.

F.S.

FT.

FTG.

FURR.

GA.

GAL.

GALV.

G.B.

GL.

GND.

GR.

GYP.

G.W.B.

HB.

HDWD.

HDWE.

H.M.

HORIZ.

H.P.

HR.

HT.

HVAC
I.D.

INSUL.

INT.

J.

J.B.

JAN.

JNT.

JST.

JT.

KIT.

LAM.

LAV.

LOC.

L.F.

L.P.

LT.

MACH.

MAX.

MECH.

MEMB.

MET.

MFG.

MFR.

MH.

MIN.

MIR.

MISC.

M.R.

M.O.

MSNRY.

M.T
MTD.

MTG.
(N)
N.

N.A.

N.I.C.

NO. or #
NOM.

N.T.S.

O.

O/
O.A.

O.C.

O.D.

O.F.C.I.

O.H.

OFF.

OPNG.

OPP.

O.R.D.

O.R.S.

O.S.B.

O.S.W.

P.C.

PHEN.

PL.

P.L.

P.LAM.

PLAS.

PLUMB.

PLYWD.

PR.

PRCST.

PREFIN.

PT.

PTD.

P.T.D.

P.T.D./RE
P.V.C.
(R)
(RL)
R.

RAD.

R.D.

REF.

REFL.

REFR.

REINF.

REQ.

R.E.S.

RESIL.

RGTR.

RM.

R.O.

RV.

R.W.L.

S.

S.A.D.

S.C.D.

S.E.D.

S.G.D.

S.L.D.

S.M.D.

S.P.D.

S.S.D.

S.T.D.

S.C.

S.C.P.

SCHED.

S.D.

S.F.

SH.

SHLV.

SECT.

SHWR.

SHT.

SHTG.

SIM.

SK.

S.N.D.

S.N.R.

SOF.

SPEC.

SQ.

S.S.

STA.

STD.

STL.

STOR.

STRL.

STUCT.

SUSP.

SYM.

T.

T.B.

T.C.

TEL.

TEMP.

TEXT.

THK.

THRES.

T.P.

T.P.D.

T.S.

T.O.

T.O.B.

T.O.C.

T.O.P.

T.O.R.

T.O.S.

T.O.W.

TYP.

UNF.

U.O.N.

UR.

V.C.T.

VERT.

VEST.

V.I.F.

V.T.R.

W.

W/

ARCHITECTURAL DRAWING TITLE ABBREVIATIONS

INTERIOR

EXTERIOR

BICYCLE CANOPY

CEILING

CASEWORK

DISABLED ACCESS COMPLIANCE
DOOR

EQUIPMENT
FLOOR
WINDOW

METAL PANEL

PENETRATIONS
ROOF

SIGNAGE
SITE

VERTICAL CIRCULATION
WALL

WATEPROOFING BELOW GRADE

WINDOW SCHEDULE
I
E
BC
CL
CS
DA
DR
EQ
FL
GL
MP
PN
RF
SG
ST
VC
WA
WP
WS
NOTE: THE ABBREVIATIONS BELOW APPLY
TO DETAIL DRAWING TITLES.

EXISTING

CEILING PLAN

ENLARGED CEILING PLAN

ENLARGED ELEVATION

ELEVATION

FLOOR PLAN

ENLARGED FLOOR PLAN

REFERENCE FLOOR PLAN

GRID PLAN

REFLECTED CEILING PLAN

ROOF PLAN

REFERENCE ROOF PLAN

SITE PLAN
(E)
CP
CPE
EE
EL
FP
FPE
FPR
GR
RCP
RP
RPR
SP
NOTE: THE ABBREVIATIONS BELOW APPLY TO
PLAN AND ELEVATION DRAWING TITLES.

DELTA REVISION DATE
ST
07-31-2021
O

ARCHITECT

FOF CALE
REN.

AT ARN
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4 SHEET TITLE AND NO.

ISSUE DATE
PROJECT:

CA REG.

Project Arch. --
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7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A0.3-0

GENERAL NOTES
23604-01

1. ALL WORK SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES AND

ORDINANCES AND TO THE CONTRACT DOCUMENTS, WHICH INCLUDE THE CONSTRUCTION

CONTRACT AGREEMENT, THE PROJECT MANUAL, THE CONSTRUCTION DRAWINGS, AND ALL ADDENDA AND MODIFICATIONS ISSUED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

2. ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS, WHICH INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO: CONSTRUCTION CONTRACT AGREEMENT, THE PROJECT MANUAL,

THE CONSTRUCTION DRAWINGS, ADDENDA AND ALL MODIFICATIONS AND DIRECTIVES ISSUED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. DISCREPANCIES IN THE CONTRACT

DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S DESIGNATED REPRESENTATIVE PRIOR TO PROCEEDING WITH ANY RELATED WORK.

3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND REVIEWING THE WORK OF ALL TRADES AND SUBCONTRACTORS FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS. THE

GROUPING OF DOCUMENTS IS NOT INTENDED TO IMPLY ANY REQUIREMENT OF OR DIRECTION

TO THE CONTRACTOR WITH REGARD TO THE DIVISION OF LABOR AND SHALL HAVE NO BEARING

ON THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL WORK AND INCLUDE ALL WORK SHOWN.

4. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR AND SHALL RE-VERIFY CONDITIONS PRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK. THE OWNER'S

REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES BETWEEN THE EXISTING

CONDITIONS AND THOSE INDICATED IN THE CONTRACT DOCUMENTS PRIOR TO BIDDING OR COMMENCEMENT OF WORK AS THE CASE MAY BE.

5. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS

ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, USE

SIMILAR DETAILS OF CONSTRUCTION, SUBJECT TO REVIEW BY THE OWNER'S REPRESENTATIVE.

6. DETAILS MARKED "TYPICAL" SHALL APPLY IN ALL CASES, U.O.N. WHERE NO SPECIFIC DETAIL IS

SHOWN, THE FRAMING OR CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR LIKE CASES OF CONSTRUCTION ON THE PROJECT.

7. IN ADDITION TO GENERAL NOTES ON THIS SHEET, SEE ALSO NOTES, ABBREVIATIONS,

DRAWING LEGENDS AND SYMBOLS ON CIVIL, LANDSCAPE, STRUCTURAL, MECHANICAL,

PLUMBING, ELECTRICAL, LIGHTING, COMMUNICATIONS, AUDIOVISUAL, SECURITY, FOOD SERVICE AND OTHER ARCHITECTURAL AND OTHER DISCIPLINE DRAWINGS.

8. ALL DIMENSIONS ARE TO COLUMN CENTERLINE, FACE OF MASONRY, FACE OF CONCRETE, OR

FACE OF STUD UNLESS OTHERWISE INDICATED

9. DIMENSIONS IN NO CASE SHALL BE SCALED FROM THE DRAWINGS.

10. ALL MECHANICAL AND ELECTRICAL EQUIPMENT SHALL HAVE A UL DESIGN LISTING/NUMBER OR EQUIVALENT LISTED LABEL APPROVED BY THE CITY OF SAN BRUNO BUILDING DEPARTMENT.

ANY EQUIPMENT NOT LISTED WILL BE REQUIRED TO BE FIELD TESTED AND CERTIFIED BY AN

APPROVED TESTING AGENCY

11. ABS & PVC DRAIN WASTE AND VENT PIPING IS PROHIBITED FOR ABOVE GRADE USE. PVC DRAIN WASTE AND VENT PIPING IS PERMISSABLE FOR BELOW GRADE USE.

12. ATTACH ALL METAL FRAMING TO STRUCTURAL STEEL. DO NOT ATTACH TO METAL DECK

WITHOUT ENGINEER'S REVIEW

13. ALL BUILDING ENTRANCES HAVE BEEN DESIGNED TO BE ACCESSIBLE. ALL INTERIOR SPACE-

EXCEPT ROOF ACCESS, SOME EQUIPMENT AND STORAGE ROOMS AND ELECTRICAL CLOSETS- HAVE BEEN DESIGNED TO BE ACCESSIBLE. SEE DETAILS ON SHEET A0.5-1, A0.5-2, & A0.5-3. SEE ALSO THE DOOR SCHEDULE AND REFER TO THE CBC FOR ADDITIONAL REQUIREMENTS.

14. FURNITURE PLANS ARE SHOWN FOR REFERENCE ONLY. FURNITURE SHALL BE UNDER SEPARATE CONTRACT.

15. THE CONTRACTOR SHALL MAINTAIN AN EMERGENCY TELEPHONE ON SITE PRIOR TO THE START OF CONSTRUCTION.

16. FIRE DEPARTMENT ACCESS SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION.

GENERAL NOTESGENERAL DEMOLITION NOTES

1. COMPLY WITH APPLICABLE LOCAL STATE AND FEDERAL CODES AND REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY, AND ENVIRONMENTAL PROTECTION.

2. PROVIDE AND MAINTAIN BARRICADES, LIGHTING, AND GUARDRAILS AS REQUIRED BY APPLICABLE CODES AND REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND WORKERS.

3. ERECT AND MAINTAIN DUST-PROOF PARTITIONS AS REQUIRED TO PREVENT SPREAD OF DUST, FUMES, AND SMOKE, ETC. TO OTHER PARTS OF THE BUILDING. ON COMPLETION, REMOVE PARTITIONS AND REPAIR DAMAGED SURFACES TO MATCH ADJACENT SURFACES.

4. PROTECT ALL ADJACENT FINISHES AND SURFACES.

5. SHORE ALL EXISTING STRUCTURES FOR THE DURATION OF THE WORK.

6. DEMOLITION DRAWINGS SHOW GENERAL SCOPE OF DEMOLITION AND DO NOT SHOW ALL DEMOLITION WORK.

PROVIDE ALL REQUIRED DEMOLITION TO ACCOMMODATE WORK SHOWN IN CONTRACT DOCUMENTS.

COORDINATE DEMOLITION WORK OF ALL TRADES WITH WORK TO PROVIDE COMPLETE WORKING SYSTEMS UPON COMPLETION OF ALL WORK.

7. IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE AFFECTED AREAS AT NO COST TO THE OWNER.

8. NEATLY CUT AND REMOVE MATERIAL TO BE DEMOLISHED.

9. REMOVE FROM THE SITE DAILY AND LEGALLY DISPOSE OF REFUSE, DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS.

10. INSPECT ALL EXPOSED (E) STRUCTURAL WOOD, INSULATION, GYP. BOARD AND SHEATHING FOR MOLD AND ROT, NOTIFY OWNER'S REPRESENTATIVE OF ANY UNSOUND MATERIAL FOUND.

11. REMOVE DESIGNATED PARTITIONS, COMPONENTS, BUILDING EQUIPMENTS,FIXTURES AS REQUIRED FOR NEW WORK.

12. REMOVE ABANDONED ELECTRICAL, TELEPHONE, AND DATA CABLING AND DEVICES, S.E.D.

13. REMOVE EXISTING FLOOR FINISHES AND PREPARE SUB-FLOOR AS REQUIRED FOR NEW FLOOR FINISHES.

14. COORDINATE DEMOLITION WITH CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, AND TELECOM DRAWINGS TO ACHIEVE FINISHED SCOPE OF WORK. REMOVE ASSOCIATED ITEMS NOT LISTED.

15. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL HAZARDOUS MATERIAL IN AN APPROPRIATE MANNER.

THE CONTRACTOR SHALL FOLLOW ALL LOCAL, REGIONAL, AND FEDERAL REQUIREMENTS. REFER TO OWNER'S HAZARDOUS MATERIALS ABATEMENT INFORMATION.

16. THE CONTRACTOR SHALL BE COMPLETELY FAMILIAR WITH THE EXISTING BUILDING PRIOR TO THE START OF WORK IN THE FIELD. THE CONTRACTOR SHALL PERFORM INVESTIGATIVE DEMOLITION IF THERE ARE QUESTIONS THAT CANNOT BE ANSWERED OTHERWISE.

17. SALVAGE BRICKS FROM EXTERIOR FOR REUSE ELSE WHERE.

THE WORK SHALL COMPLY WITH CALIFORNIA 2022 GREEN BUILDING STANDARDS CODE (CALGREEN) AND ALL LOCALLY ADOPTED AMMENDMENTS IF APPLICABLE. THE LIST BELOW INCLUDES ITEMS FROM THE GREEN BUILDING CODE WHICH ARE APPLICABLE TO THE WORK. ITEMS NOT LISTED DOES NOT INDICATE AN ITEM IS NOT APPLICABLE. CONTRACTOR SHALL CONFIRM WORK COMPLIES WITH CALIFORNIA 2022 GREEN BUILDING STANDARDS CODE (CGBSC). PROJECT SHALL COMPLY WITH THE MANDATORY MEASURES. CITY OF ELK GROVE HAS NOT ADOPTED TIER 1 OR TIER 2 MEASURES.

1. STORM WATER POLLUTION PREVENTION: FOR PROJECTS WHICH DISTURB LESS THAN ONE ACRE

OF LAND SHALL PREVENT THE POLLUTION OF STORM WATER RUNOFF FROM THE CONSTRUCTION ACTIVITIES THROUGH ONE OR MORE OF THE FOLLOWING MEASURES (SECTION 5.106.1) a. BEST MANAGEMENT PRACTICES (BMP). PREVENT THE LOSS OF SOIL THROUGH WIND OR

WATER EROSION BY IMPLEMENTING AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROL AND GOOD HOUSEKEEPING BMP. (SECTION 5.106.1.2) b. LOCAL ORDINANCE.

WORK SHALL MEET REQUIREMENTS OF CGBSC 5.106.1 STORM WATER POLLUTION PREVENTION BY COMPLYING WITH CGC 5.106.1.2 BEST MANAGEMENT PRACTICES (BMP).

2. LIGHT POLLUTION REDUCTION: EXTERIOR LIGHT POLLUTION MUST COMPLY WITH CGBSC SECTION

5.106.8.

3. MOISTURE CONTROL: LANDSCAPE IRRIGATION SYSTEMS SHALL BE DESIGNED TO PREVENT SPRAY ON STRUCTURES. EXTERIOR ENTRIES SUBJECT TO FOOT TRAFFIC OR WIND-DRIVEN RAIN SHALL BE DESIGNED TO PREVENT WATER INTRUSTION INTO THE BUILDING. CGBSC SECTION 5.407.2.2.1.

4. WASTE MANAGEMENT:WASTE MANAGEMENT: CONTRACTOR SHALL SUBMIT TO THE ENGINEERING

DEPARTMENT OR AGENCY THAT REGULATES CONSTRUCTION WASTE MANAGEMENT FOR THE CITY OF ELK GROVE. CONTRACTOR SHALL PROVIDE A WASTE MANAGEMENT PLAN WHICH OUTLINES ITEMS LISTED IN CGBSC 5.408.1.1.

5. RECYCLING: A MINIMUM OF 50% OF CONSTRUCTION WASTE SHALL BE RECYCLED. PROVIDE DOCUMENTATION DEMONSTRATING COMPLIANCE TO ENFORCING AGENCY. CGBSC SECTION 5.408.1.4.

6. WASTE REDUCTION: 100% OF TREES, STUMPS, ROCKS, AND ASSOCIATED VEGETATION AND SOILS PRIMARILY FROM THE CONSTRUCTION SHALL BE REUSED OR RECYCLED. SECTION CGBSC 5.408.3

7. RECYCLING: IDENTIFY AND PROVIDE READILY ACCESSIBLE AREA WHICH SERVES THE ENTIRE

BUILDING FOR COLLECTING RECYCLING, SUCH AS PAPER, CARDBOARD, GLASS, PLASTICS, METALS, ETC. CGBSC SECTION 5.410.1

8. DOCUMENTATION: A BUILDING "SYSTEMS MANUAL" AS LISTED IN CGBSC SECTION 5.410.2.5 SHALL BE PROVIDED TO THE BUILDING OWNER OR REPRESENTATIVE AND THE FACILITIES OPERATOR. THE "SYSTEMS MANUAL" SHALL CONTAIN REQUIRED ITEMS LISTED IN CGBSC SECTION 5.410.2.5.1

9. POLLUTANT CONTROL: DURING CONSTRUCTION, ENDS OF DUCT OPENINGS SHALL BE SEALED, AND MECHANICAL EQUIPMENT SHALL BE COVERED. CGBSC 5.504.3

10. POLLLUTANT CONTROL: MATERIALS CONTAINING VOC’S SHALL COMPLY WITH VOC LIMITATIONS LISTED IN SECTION 5.504.4 AND TABLES 5.504.4.1 ADHESIVE VOC LIMIT, 5.504.4.2 SEALANT VOC LIMIT, AND 5.504.3 PAINTS AND COATINGS VOC LIMIT FOR ADHESIVES, SEALANTS, PAINTS COATINGS AND CARPET. CGBSC 5.04.4.

COMPOSITE WOOD PRODUCTS INSIDE THE BUILDING SHALL COMPLY WITH THE REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN TABLE 5.504.4.5.

11. POLLUTANT CONTROL: INDICATE LOCATION WHERE OUTDOOR AREAS ARE PROVIDED FOR SMOKING, SUCH AREAS ARE PROHIBITED WITHIN 25 FEET OF BUILDING ENTRIES, WINDOWS, AND OUTDOOR AIR INTAKES. SIGNAGE SHALL BE POSTED TO INFORM OCCUPANTS OF THE PROHIBITIONS.

CGBSC SECTION 5.504.7

12. WATER REDUCTION: FOR NEW FIXTURES, MAXIMUM FIXTURE FLOW RATES SHALL COMPLY WITH CGBSC TABLE 5.303.2.3 AND SECTION 5.303.3.

13. PRIOR TO FINAL INSPECTION THE CONTRACTOR SHALL PROVIDE TO THE BUILDING DEPARTMENT

OFFICIAL WRITTEN VERIFICATION THAT ALL APPLICABLE PROVISIONS FROM THE GREEN BUILDING STANDARDS CODE HAVE BEEN IMPLEMENTED AS PART OF THE CONSTRUCTION.

14. GRADING AND PAVING SHALL DIRECT WATER AWAY FROM THE BUILDING PER CGBSC 5.106.10.

15. TEMPORARY VENTILATION: CONTRACTOR TO PROVIDE VENTILATION DURING CONSTRUCTION AND REPLACE FILTERS IMMEDIATELY PRIOR TO OCCUPANCY. FILTERS SHALL COMPLY WITH CGBSC 5.504.1 REQUIREMENTS.

16. HAZARDOUS PARTICULATES AND CHEMICAL POLLUTANTS - FILTERS: PROVIDE MERV 8 (OR EQUIVALENT FILTERS COMPATIBLE WITH EXISTING SYSTEM) AFTER CONSTRUCTION.

17. RESILIENT FLOORING: PER CGBSC 5.504.4.6, FOR 80 PERCENT OF FLOOR AREA RECEIVING

RESILIENT FLOORING, INSTALLED RESILIENT FLOORING SHALL MEET AT LEAST ONE OF THE FOLLOWING:

A. CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI)FLOORSCORE PROGRAM;
B. COMPLIANT WITH THE VOC-EMISSION LIMITS AND TESTING REQUIREMENTS SPECIFIED IN THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH’S 2010 STANDARD METHOD FOR THE TESTING AND EVALUATION CHAMBERS, VERSION 1.1, FEB-RUARY 2010;
C. COMPLIANT WITH THE CALIFORNIA COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CA-CHPS) CRITERIA INTERPRETATION FOR EQ 2.2 DATED JULY 2012 AND LISTED IN THE CHPS HIGH PERFORMANCE PRODUCT DATABASE; OR
D. COMPLIANT WITH CDPH CRITERIA AS CERTIFIED UNDER THE GREENGUARD CHILDREN’S & SCHOOLS PROGRAM.

PER CGBSC 5.504.4.6.1 VERIFICATION, DOCUMENTATION SHALL BE PROVIDED VERIFYING THAT

RESILIENT FLOORING MATERIALS MEET THE POLLUTANT EMISSION LIMITS.

GREEN BUILDING CODE REQUIREMENTS

DELTA REVISION DATE
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PROJECT:

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Project Arch. --
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7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A0.3-1

CALGREEN
23604-01

DELTA REVISION DATE
ST
07-31-2021
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JONATHANLIC NE
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ISSUE DATE
PROJECT:

CA REG.

Project Arch. --
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7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A0.3-2

CALGREEN
23604-01

DELTA REVISION DATE
ST
07-31-2021
O

ARCHITECT

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REN.

AT ARN
NO.

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JONATHANLIC NE
C-30361
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ISSUE DATE
PROJECT:

CA REG.

Project Arch. --
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7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A0.3-3

CALGREEN
23604-01

DELTA REVISION DATE
ST
07-31-2021
O

ARCHITECT

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JONATHANLIC NE
C-30361
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ISSUE DATE
PROJECT:

CA REG.

Project Arch. --
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7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A0.4-0

PROJECT AND

CODE DATA
23604-01

APPLICABLE BUILDING CODES
CALIFORNIA BUILDING STANDARDS CODE (CALIFORNIA CODE OF REGULATIONS, TITLE 24), AND ALL LOCALLY ADOPTED AMENDMENTS & RELATED ORDINANCES AND STATE LAWS & REGULATIONS.

APPLICABLE CODES INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING:

PART 2- 2022 CALIFORNIA BUILDING CODE (CBC)
PART 3- 2022 CALIFORNIA ELECTRICAL CODE (CEC)
PART 4- 2022 CALIFORNIA MECHANICAL CODE (CMC)
PART 5- 2022 CALIFORNIA PLUMBING CODE (CPC)
PART 6- 2022 CALIFORNIA ENERGY CODE
PART 9- 2022 CALIFORNIA FIRE CODE (CFC)
PART 11- 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
ZONING CODE TITLE 23 OF THE ELK GROVE MUNICIPAL CODE (EGMC) ZONING
ZONING DISTRICT: R-1
APN: 04700140160000

SETBACK

EXISTING SETBACKS TO REMAIN
HEIGHT
MAXIMUM HEIGHT: 35'-0" PER 17.204.220 R-1
BUILDING HEIGHT: ~31' - 6" EXISTING, NO CHANGE

TYPE OF CONSTRUCTION

TYPE V-B

BUILDING HEIGHT LIMIT
PER TABLE 504.3:ALLOWABLE BUILDING HEIGHT FOR OCCUPANT CLASSIFICATION A, S (WITHOUT AREA INCREASE) = 60 FEET

NUMBER OF STORIES ABOVE GRADE PLANE
PER TABLE 504.4:ALLOWABLE NUMBER OF STORIES FOR OCCUPANT CLASSIFICATION A-3, S (WITHOUT AREA INCREASE) = 2 STORIES

BUILDING AREA
PER TABLE 506.2: ALLOWABLE AREA FOR OCCUPANT CLASSIFICATION A-3, S1 = 24,000 S.F.

EQUATION 5-1:

Aa=At + (NS x lf)

SPRINKLER REQUIREMENTS
EXISTING BUILDING HAS ONE SPRINKLER AT BOOK DROP. WILL HAVE NEW FULL AUTOMATIC FIRE SPRINKLER SYSTEM ACCOMMODATE PLAN LAYOUT AND SHALL COMPLY WITH CBC CHAPTER 9.

FIRE ALARM SYSTEM
NEW FIRE ALARM SYSTEM SHALL COMPLY WITH CBC CHAPTER 9.

ROOF CLASSIFICATION
PER CBC TABLE 1505.1: MIN FOR CONSTRUCTION TYPE VB IS CLASS "C".

PROJECT AND CODE DATA

BUILDING AREA
FIRST FLOOR AREA: 14,900 SF
MECHANICAL BASEMENT AREA: 400 GSF
TOTAL FLOOR AREA: 15,300

BUILDING OCCUPANCY
PER 2022 SECTION 303.4
ASSEMBLY GROUP A-3

ALLOWABLE BUILDING AREA
PER 2022 CBC TABLE 506.2, ASSEMBLY GROUP A-TYPE V-B
EQUATION 5-1
Aa = [At + (Ns x If)
Aa = [24,000 + (6,000 x 0)]
Aa = 24,000 SF
TOTAL BUILDING AREA: 15,300 < 24,000 = OK

OCCUPANCY
ASSEMBLY - without fixed seats
conference, dining/drinking, lounge
(portable seating/table space)
OCCUPANCY PER CPC 2022 TABLE 422.1 MINIMUM PLUMBING FACILITIES - FIXTURE COUNTS SCHEDULE

LIBRARY-OFFICE

PLUMBING

OCCUPANCY
LOAD
313
11 WC LAVATORIESURINALS DRINKING

FOUNTAIN
57 OCC/99 =

0.57 WC
100 OCC = 3 WC
6 OCC/50 =

0.12 WC
6 OCC/15 =

0.4 WC
6 OCC/100 = 6 OCC/75 = 6 OCC/50 =

0.10 Lavs
6 OCC/150 =

0.04 DF

1.69 12

3.97 4 2

1.63 0.87 1.69
2 0.67
1 SUM - TOTAL REQUIRED

TOTAL REQUIRED (ROUND UP)
TOTAL PROVIDED*

1.00 3.00

0.57 0.12 0.4
M W

DAYTIME MINIMUM REQUIRED FIXTURES
M W
100 OCC = 1 WC

0.57 57 OCC/99 =

0.57 WC

1.00 0.5757 OCC/99 =

0.57 100 OCC = 1
WC

0.79157 OCC/200 =

0.79 Lavs

1.00 0.5757 OCC/99 =

0.57 Lavs
100 OCC = 1
Lavs
157 OCC/250
= 0.63 DF

0.63 B
SUB-
GROUP

0.06 0.08 0.12 0.04
A-3

PLUMBING

OCCUPANCY

LOAD PER
GENDER
157
6 0
22 4 2 2 1 1

OCCUPANT LOAD FOR PLUMBING - DAYTIME

ROOM NAME AREA OCCUPANCY - PLUMBING
OLF

PLUMBING

OCCUPANT LOAD -

PLUMBING

ASSEMBLY-CONCENTRATED
102 COMMUNITY MEETING 1181 SF ASSEMBLY-CONCENTRATED 11 107 1 07

ASSEMBLY-UNCONCENTRATED
117 GROUP STUDY 275 SF ASSEMBLY-UNCONCENTRATED 30 9
114 STUDY 152 SF ASSEMBLY-UNCONCENTRATED 30 5
113 STUDY 155 SF ASSEMBLY-UNCONCENTRATED 30 5
110 THE STUDIO 477 SF ASSEMBLY-UNCONCENTRATED 30 16
3 5

BUSINESS
125 STAFF WORKROOM 746 SF BUSINESS 150 5
121 STAFF BREAKROOM 250 SF BUSINESS 150 2
122 AMH/SORTING 368 SF BUSINESS 150 2
119 OFFICE 133 SF BUSINESS 150 1
104 STORAGE 100 SF BUSINESS 150 1
1 1

LIBRARY
112 CHILDREN 2178 SF LIBRARY 50 44
115 TEEN 1131 SF LIBRARY 50 23
116 MARKETPLACE 2544 SF LIBRARY 50 51
118 ADULT 2288 SF LIBRARY 50 46
112 FOL 127 SF LIBRARY 50 3
101 ENTRY 191 SF LIBRARY 50 4
1 69
TOTAL OCCUPANT LOAD 322

LIBRARY
UNISEX

RESTROOMS
(STAFF)
UNISEX

RESTROOMS
(PUBLIC)
0 0
1 0

TOTAL FIXTURES (NON-
GENDERED) 1 1 148

DELTA REVISION DATE
UP
UP
#
LEGEND

OCCUPANT LOAD, SUB AREA

CUMULATIVE ROOM/ AREA OCCUPANT LOAD
F.E.C. FIRE EXTINGUISHER CABINET COVERAGE 75' RADIUS
###

EXITING DIRECTION, NUMBER OF OCCUPANTS EXITING
DRINKING FOUNTAIN WITH BOTTLE FILLERD.F.

EXIT ACCESS TRAVEL DISTANCE - WIDTH 3'-8" MIN.

A.E.D AUTOMATED EXTERNAL DEFIBRILLATOR

THE STUDIO
32 164
3 5
1 1
2 169
1 1
1 2
22 11
11 19
23 26
12 TEEN
STUDY
STUDY

CHILDREN

STORAGE

KITCHENETTE

WELLNESS
FAMILY

RESTROOM

ALL GENDER

RESTROOM
FOL
ADULT
GROUP
STUDY
STAFF

BREAKROOM
STAFF

WORKROOM

STAFF RR
IT

AMH/SORTING
OFFICE

COMMUNITY

MEETING
2 13
170
6 EXIT SEPERATION
75' - 7 1/2"
168
85 86
82 13
167 x 0.2 = 25.05" REQ
72" DOOR PROVIDED
85 x 0.15 = 12.75" REQ
36" DOOR PROVIDED
85 x 0.15 = 12.75" REQ
36" DOOR PROVIDED
82 x 0.15 = 12.3" REQ
36" DOOR PROVIDED
13 x 0.15" = 1.95" REQ
36" DOOR PROVIDED
82 59' - 3" COMMON PATH OF EGRESS TRAVEL
MAX. 75' - 0"
MAX. OVERALL DIAGONAL
173' - 6 1/2"

JANITOR
1HALL
1 MARKETPLACE
63' - 3" COMMON PATH

OF EGRESS TRAVEL
MAX. 75' - 0"
62' - 0" COMMON PATH

OF EGRESS TRAVEL
MAX. 75' - 0"
A
A
A
AAA
A
A
AA
B
B
B
B
F.E.C
F.E.C
F.E.CF.E.C
A.E.D D.F.

C
C
C
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Project Arch. --
----
7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024

SHEET NOTES
A0.4-1

CODE- EXITING
PLAN
23604-01

OCCUPANT LOAD FOR EXITING

ROOM NAME OCCUPANT TYPE AREA OLF

OCCUPAN
T LOAD

ACCESSORY
124 IT ACCESSORY 70 SF 300 1
123 STAFF RR ACCESSORY 71 SF 300 1
109 FAMILY RESTROOM ACCESSORY 77 SF 300 1
108 WELLNESS ACCESSORY 123 SF 300 1
105 ALL GENDER
R

ESTROOM
ACCESSORY 409 SF 300 2
106 HALL ACCESSORY 161 SF 300 1
103 KITCHENETTE ACCESSORY 127 SF 300 1
107 JANITOR ACCESSORY 70 SF 300 1
002 STAIR TO BASEMENT ACCESSORY 187 SF 300 1
A

SSEMBLY-CONCENTRATED
102 COMMUNITY MEETING ASSEMBLY-CONCENTRATED 1181 SF 7 169 A

SSEMBLY-UNCONCENTRATED
117 GROUP STUDY ASSEMBLY-UNCONCENTRATED 275 SF 15 19
114 STUDY ASSEMBLY-UNCONCENTRATED 152 SF 15 11
113 STUDY ASSEMBLY-UNCONCENTRATED 155 SF 15 11
110 THE STUDIO ASSEMBLY-UNCONCENTRATED 477 SF 15 32
B

USINESS
125 STAFF WORKROOM BUSINESS 746 SF 150 5
121 STAFF BREAKROOM BUSINESS 250 SF 150 2
122 AMH/SORTING BUSINESS 368 SF 150 3
119 OFFICE BUSINESS 133 SF 150 1
104 STORAGE BUSINESS 100 SF 150 1
L
IBRARY
112 CHILDREN LIBRARY 2178 SF 100 22
115 TEEN LIBRARY 1131 SF 100 12
116 MARKETPLACE LIBRARY 2544 SF 100 26
118 ADULT LIBRARY 2288 SF 100 23
112 FOL LIBRARY 127 SF 100 2
101 ENTRY LIBRARY 191 SF 100 2
T
OTAL OCCUPANT LOAD 351
PER CBC 2022
1005.3.2 OTHER EGRESS COMPONENTS

THE CAPACITY, IN INCHES, OF MEANS OF EGRESS COMPONENTS OTHER THAN STAIRWAYS SHALL BE

CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH COMPONENT BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.2 INCH (5.1 MM) PER OCCUPANT.

EXCEPTIONS:

1. FOR OTHER THAN GROUP H AND I-2 OCCUPANCIES, THE CAPACITY, IN INCHES, OF MEANS OF EGRESS

COMPONENTS OTHER THAN STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH COMPONENT BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.15 INCH (3.8 MM) PER

OCCUPANT IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2 AND AN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM IN ACCORDANCE WITH SECTION 907.5.2.2.
1006.2.1 EGRESS BASED ON OCCUPANT LOAD AND COMMON PATH OF EGRESS TRAVEL DISTANCE

TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE PROVIDED WHERE THE DESIGN

OCCUPANT LOAD OR THE COMMON PATH OF EGRESS TRAVEL DISTANCE EXCEEDS THE VALUES LISTED IN TABLE 1006.2.1.
1007.1.1 TWO EXITS OR EXIT ACCESS DOORWAYS
EXCEPTION 2:

WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2, THE SEPARATION DISTANCE SHALL BE NOT LESS THAN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA SERVED.

MAX. OVERALL DIAGONAL = 173' - 6 1/2"
EXIT SEPERATION = 75' - 7 1/2"
173' - 6 1/2" / 3 = 57' - 10 1/4", 75' - 7 1/2" > 57' - 10 1/4" = OK 1010.1.1 SIZE OF DOORS

THE REQUIRED CAPACITY OF EACH DOOR OPENING SHALL BE SUFFICIENT FOR THE OCCUPANT LOAD THEREOF AND SHALL PROVIDE A MINIMUM CLEAR OPENING WIDTH OF 32 INCHES (813 MM). 1017.2 LIMITATIONS
EXIT ACCESS TRAVEL DISTANCE SHALL NOT EXCEED THE VALUES GIVEN IN TABLE 1017.2. 1017.3 MEASUREMENT

EXIT ACCESS TRAVEL DISTANCE SHALL BE MEASURED FROM THE MOST REMOTE POINT OF EACH ROOM,

AREA OR SPACE ALONG THE NATURAL AND UNOBSTRUCTED PATH OF HORIZONTAL AND VERTICAL EGRESS TRAVEL TO THE ENTRANCE TO AN EXIT. WHERE MORE THAN ONE EXIT IS REQUIRED, EXIT ACCESS TRAVEL DISTANCE SHALL BE MEASURED TO THE NEAREST EXIT.

EXIT ACCESS TRAVEL DISTANCE

EXIT PATH TRAVEL DISTANCE EGRESS WIDTH REQUIRED EGRESS WIDTH PROVIDED EXIT PATH A 145' - 6" 25.05" 72"
EXIT PATH B 42' - 6" 25.05" 72"
EXIT PATH C 99' - 9" 13.3" 36"

DELTA REVISION DATE
UP
UP
#
LEGEND

OCCUPANT LOAD, SUB AREA

CUMULATIVE ROOM/ AREA OCCUPANT LOAD
F.E.C. FIRE EXTINGUISHER CABINET COVERAGE 75' RADIUS
###

EXITING DIRECTION, NUMBER OF OCCUPANTS EXITING
DRINKING FOUNTAIN WITH BOTTLE FILLERD.F.

EXIT ACCESS TRAVEL DISTANCE - WIDTH 3'-8" MIN.

A.E.D AUTOMATED EXTERNAL DEFIBRILLATOR
169
1 1
1 STORAGE

KITCHENETTE

WELLNESS
FAMILY

RESTROOM

ALL GENDER

RESTROOM

COMMUNITY

MEETING
2 176
6 EXIT SEPERATION
53' - 1 5/8"
88 88
88 88 x 0.15 = 13.2" REQ
72" DOOR PROVIDED
88 x 0.15 = 13.2" REQ
36" DOOR PROVIDED
88 x 0.15 = 13.2" REQ
36" DOOR PROVIDED
6 41' - 6" COMMON PATH OF AGRESS TRAVEL
6 x 0.15 = .9" REQ
36" DOOR PROVIDED

JANITOR
HALL 1
1 MAX. OVERALL DIAGONAL
78' - 1 1/4"
A
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ISSUE DATE
PROJECT:

CA REG.

Project Arch. --
----
7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A0.4-2

CODE- EXITING

PLAN - AFTER
HOURS
23604-01

OCCUPANT LOAD FOR EXITING AFTER HOURS

ROOM NAME OCCUPANT TYPE AREA OLF

OCCUPAN
T LOAD

ACCESSORY
109 FAMILY RESTROOM ACCESSORY 77 SF 300 1
108 WELLNESS ACCESSORY 123 SF 300 1
105 ALL GENDER
R

ESTROOM
ACCESSORY 409 SF 300 2
106 HALL ACCESSORY 161 SF 300 1
103 KITCHENETTE ACCESSORY 127 SF 300 1
107 JANITOR ACCESSORY 70 SF 300 1
002 STAIR TO BASEMENT ACCESSORY 187 SF 300 1
8 A

SSEMBLY-CONCENTRATED
102 COMMUNITY MEETING ASSEMBLY-CONCENTRATED 1181 SF 7 169 1 69
TOTAL OCCUPANT LOAD 177
PER CBC 2022
1005.3.2 OTHER EGRESS COMPONENTS

THE CAPACITY, IN INCHES, OF MEANS OF EGRESS COMPONENTS OTHER THAN STAIRWAYS SHALL BE

CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH COMPONENT BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.2 INCH (5.1 MM) PER OCCUPANT.

EXCEPTIONS:

1.FOR OTHER THAN GROUP H AND I-2 OCCUPANCIES, THE CAPACITY, IN INCHES, OF MEANS OF EGRESS

COMPONENTS OTHER THAN STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH COMPONENT BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.15 INCH (3.8 MM) PER

OCCUPANT IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2 AND AN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM IN ACCORDANCE WITH SECTION 907.5.2.2.
1006.2.1 EGRESS BASED ON OCCUPANT LOAD AND COMMON PATH OF EGRESS TRAVEL DISTANCE

TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE PROVIDED WHERE THE DESIGN

OCCUPANT LOAD OR THE COMMON PATH OF EGRESS TRAVEL DISTANCE EXCEEDS THE VALUES LISTED IN TABLE 1006.2.1.
1007.1.1 TWO EXITS OR EXIT ACCESS DOORWAYS
EXCEPTION 2:

WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2, THE SEPARATION DISTANCE SHALL BE NOT LESS THAN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA SERVED.

MAX. OVERALL DIAGONAL = 78' - 1 1/4"
EXIT SEPERATION = 53' - 1 5/8"
78' - 1 1/4" / 3 = 57' - 10 1/4", 75' - 7 1/2" > 57' - 10 1/4" = OK 1010.1.1 SIZE OF DOORS

THE REQUIRED CAPACITY OF EACH DOOR OPENING SHALL BE SUFFICIENT FOR THE OCCUPANT LOAD THEREOF AND SHALL PROVIDE A MINIMUM CLEAR OPENING WIDTH OF 32 INCHES (813 MM). 1017.2 LIMITATIONS
EXIT ACCESS TRAVEL DISTANCE SHALL NOT EXCEED THE VALUES GIVEN IN TABLE 1017.2. 1017.3 MEASUREMENT

EXIT ACCESS TRAVEL DISTANCE SHALL BE MEASURED FROM THE MOST REMOTE POINT OF EACH ROOM,

AREA OR SPACE ALONG THE NATURAL AND UNOBSTRUCTED PATH OF HORIZONTAL AND VERTICAL EGRESS TRAVEL TO THE ENTRANCE TO AN EXIT. WHERE MORE THAN ONE EXIT IS REQUIRED, EXIT ACCESS TRAVEL DISTANCE SHALL BE MEASURED TO THE NEAREST EXIT.

EXIT ACCESS TRAVEL DISTANCE

EXIT PATH TRAVEL DISTANCE EGRESS WIDTH REQUIRED EGRESS WIDTH PROVIDED EXIT PATH A 42' - 8" 33.6" 72"

DELTA REVISION DATE
NOTE: INSULATE

HOT WATER & DRAIN
PIPE. THERE SHALL

BE NO SHARP OR

ABRASIVE OBJECTS

UNDER THE

LAVATORY

LAVATORY AND MIRROR ACCESSIBLE URINAL
MIRROR
9" MIN.
40" MAX.

KNEE CLR
8" MIN.
25" MAX.
17" MIN.
27" MIN.
29" MIN.
34" MAX.
18" MIN.
17" MAX.
44" MAX.
13 1/2" MIN.

FLUSH

CONTROL OR

AUTOMATIC

FLUSH VALVE
24" MIN. 12" MIN.
36" MIN.
17" TO 18"

PARTITION OR FIXTURE
60" MIN. TO

ACCESSIBLE TOILET
1-1/2" 1-1/2"

GRAB BAR
17" TO 19" FOR
ACC T.O. SEAT

FLUSH CONTROL
44" MAX. TO
12" MAX. 42" MIN.
7"-9"
36" MAX.
54" MIN.
24" MIN.
48" CLEAR AT ACCESSIBLE TOILET WITH FRONT DOOR
60" CLEAR AT ACCESSIBLE

TOILET COMPARTMENT WITH SIDE DOOR

TO OUTLET
19" MIN.

TO 36" MAX.
33" MIN.

TOILET PAPER
HOLDER

GRAB BAR
1' - 0"
4' - 6"

PER PLANS
15" MIN.
48" MAX.

ACCESSIBLE TOILET URINAL SCREEN ELECTRICAL

SWITCHES &

OUTLETS

PUSH BUTTON

DOOR OPERATOR
44" A.F.F.
30" TO
40" MAX.
3' - 6"
6' - 8"
OR 6" MIN. BELOW

CEILING WHICHEVER

IS LOWER
ACC. MAX.
4' - 0"
5' - 0"
ACC. MAX.
4' - 0"
5' - 0"
(48" MAX.)
40" TO

HANDLE CENTER

WIDTH PER

ELEVATIONS
4' - 2" TYP.

WHEN OPEN
34" MAX. TO TOP OF

WORKSURFACE
B.O.

REFLECT
.

SURFAC
E
BABY

CHANGER
(HORIZONTAL)

SANITAR
Y

NAPKIN/
TAMPON
VENDOR
PAPER
TOWEL

DISPENSER

AND WASTE

RECEPTACLE

TOILET SEAT COVER

AND TOILET TISSUE

DISPENSER W/

SANITARY NAPKIN

DISPOSAL AT

WOMEN'S TOILET

HAND DRYER
SOAP

DISPENSER
4" MAX.

SIDE FRONT
40" MAX. (36" MAX. FOR
CHILDREN) A.F.F. TO

OPERABLE PARTS
(INCLUDING COINSLOTS)

OF ALL ACCESSORIES
CARD
READER

FIRE ALARM
(STROBE AND

ALARM/STROBE)
PULL

STATION

HAT AND
COAT
HOOK
MOP
HOLDER

FIRE EXTINGUISHER

CABINET
MIRROR
NOTE:
48" MAX. HEIGHT WITH UP TO 20" MAX HORIZONTAL
OBSTRUCTION FOR FORWARD REACH OR UP TO 10" MAX.

HORIZONTAL OBSTRUCTION FOR SIDE REACH
44" MAX. HEIGHT FORWARD REACH WITH >20" TO 25" MAX.

HORIZONTAL OBSTRUCTION.
46" MAX. SIDE REACH WITH >10" TO 24" MAX. HORIZONTAL

OBSTRUCTION
HORIZONTAL OBSTRUCTION UP TO 34" MAX. HEIGHT
NOTES:

1. FLUSH CONTROLS FOR THE WATER CLOSETS SHALL BE AUTOMATIC OR OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWIST OF THE WRIST. CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF THE TOILET AREAS, NO MORE THAN 44" A.F.F. THE FORCE TO ACTIVATE THE CONTROLS SHALL BE NO GREATER THAN 5 LB.

2. FLUSH CONTROLS FOR THE URINALS SHALL BE AUTOMATIC OR OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWIST OF THE WRIST AND SHALL BE MOUNTED NO MORE THAN 44" A.F.F. THE FORCE TO ACTIVATE THE CONTROLS SHALL BE NO GREATER THAN 5 LB.

3. LAVATORY FAUCET CONTROLS SHALL BE AUTOMATIC OR OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWIST OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LB. 8" AFF
7" TO
35" MIN.
5" MAX

VERTICAL

ACTUATOR

UNOBSTRUCTED
TOE CLR.
6" MAX.
11" MIN.
27" CANE DETETION
9" MIN. CLR
36" MAX.

FOR CHILDREN

WIDTH PER

ELEVATIONS
4' - 2" TYP.

B.O.

REFLECT
.

SURFAC
E
SOAP

DISPENSER
36" MAX. FOR CHILDREN
A.F.F. TO OPERABLE

PARTS (INCLUDING

COINSLOTS) OF ALL

ACCESSORIES
MIRROR

MOUNTING HEIGHTS FOR CHILDREN

HAND DRYER
4" MAX.

SIDE FRONT
27" CANE DETETION
9" MIN. CLR
NOTE: INSULATE

HOT WATER & DRAIN
PIPE. THERE SHALL

BE NO SHARP OR

ABRASIVE OBJECTS

UNDER THE

LAVATORY

LAVATORY AND MIRROR ACCESSIBLE URINAL
MIRROR
5" MIN.

FOR CHILDREN
36" MAX.

KNEE CLR
8" MIN.
25" MAX.
17" MIN.
27" MIN.
29" MIN.

FOR CHILDREN
34" MAX., 29" MAX.
18" MIN.

ACC T.O. SEAT
17" MAX. FOR
44" MAX.
13 1/2" MIN.

FLUSH

CONTROL OR

AUTOMATIC

FLUSH VALVE
24" MIN. 12" MIN.
36" MIN.

FOR CHILDREN
15" TO 18"

PARTITION OR FIXTURE
60" MIN. TO

ACCESSIBLE TOILET
1-1/2" 1-1/2"

GRAB BAR
TOE CLR.
6" MAX.
11" MIN.

FOR CHILDREN'S TOILET
15" TO 17" T.O. SEAT

FLUSH CONTROL
44" MAX. TO
12" MAX. 42" MIN.

FOR CHILDREN
6" MAX.
36" MAX.
54" MIN.
24" MIN.
48" CLEAR AT ACCESSIBLE TOILET WITH FRONT DOOR
60" CLEAR AT ACCESSIBLE

TOILET COMPARTMENT WITH SIDE DOOR

TO OUTLET
19" MIN.

FOR CHILDREN
25" - 27"

TOILET PAPER
HOLDER

GRAB BAR

ACCESSIBLE TOILET
A.F.F. TO
TOP OF

GRIPPING

SURFACE

UNOBSTRUCTED

FORWARD REACH
KNEE CLEARANCE HANDRAIL @
RAMP
HANDRAIL @

WALKING SURFACES
34" - 38"
34"-38"
MIN.
1' - 0"
MIN.
1' - 0"
MIN.
1 1/2"
MIN.
1 1/2"
X < 4"
MIN.
9"
27" MIN.

MIN.
11"
MIN.
8"
MIN.
9"
MIN.
11"
MIN.
8"
30" MIN.
25" MAX.

OBSTRUCTED FORWARD REACH
15" MIN.
48" MAX.
48" MAX.
20" MAX.
44" MAX.

MAX.
>20-25"

UNOBSTRUCTED

SIDE REACH
15" MIN.
48" MAX.

MAX.
10"

OBSTRUCTED SIDE REACH
48" MAX.

MAX.
10"
46" MAX.
34" MAX.

MAX.
>10-24"
34" MAX.
1/4" = 1'-0"1 DA- MOUNTING HEIGHT STANDARDS
ST
07-31-2021
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ISSUE DATE
PROJECT:

CA REG.

Project Arch. --
----
7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A0.5-1

DISABLE ACCESS

COMPLIANCE

MOUNTING

HEIGHTS AND

LOCATIONS
23604-01

DELTA REVISION DATE
48" MIN. 60" MIN.

PUSH SIDE
PULL
SIDE
12" MIN.

CLEAR AT

EXTERIOR DOORS

CLEAR AT

INTERIOR DOORS

CLEAR AT

INTERIOR
DOORS

PROVIDE THIS ADDITIONAL

SPACE IF DOOR IS EQUIPPED

WITH BOTH A LATCH AND
CLOSER
18" MIN.
24" MIN.

PULL SIDE

PUSH SIDE
*44" MIN.
36" MIN.
60" MIN.
54" MIN.
*NOTE:
48" MINIMUM IF DOOR HAS BOTH A

LATCH AND A CLOSER

PULL SIDE

PUSH SIDE
24" MIN.
60" MIN.*44" MIN.
*NOTE:
48" MINIMUM IF DOOR HAS BOTH A

LATCH AND A CLOSER

FRONT APPROACH

HINGE APPROACHLATCH APPROACH
NOTE:

ALL DOORS IN ALCOVES SHALL COMPLY WITH THE

CLEARANCES FOR FRONT APPROACHES
24" MIN.
32" MIN. CLR.

HINGED DOOR
32" MIN.
24" MAX.

PER CBC, CLEAR WIDTH: EXCEPTION 1: THE CLEAR WIDTH
SHALL BE PERMITED TO BE REDUCED TO 32" MIN. FOR A LENGTH OF 24" MAX. PROVIDEDTHAT REDUCED WIDTH SEGMENTS ARE SEPARATED BY SEGMENTS THAT ARE 48" LONG MIN AND 36" WIDE MIN.
@ 1:2 MAX. SLOPE
1/2" EXT.

BOTH SIDES
10" MIN.

DOOR AS

SCHEDULED, SEE

PLAN AN DOOR

SCHEDULE FOR
TYPE

FINISH FLOOR
MAX. ELEVATION

OF THRESHOLD ON

EXTERIOR AND

INTERIOR SIDES
MAX. SLOPE 1:50

EXTERIOR PAVING
1/4" MAX. 1/4" MAX.
1/2" MAX.
1 2
SLOPE

STANDING HEIGHT FOUNTAIN
CBC 2016 11B-602
1' - 4" 1' - 4" 1' - 4"
8"
MIN 1' - 7"; MAX 1' - 9"

ACCESSIBLE HEIGHT FOUNTAIN

STANDING HEIGHT FOUNTAIN
FOR ACCESSIBLE FOUNTAIN:
36" MAX. A.F.F. TO BUBBLER (ADULT)
32" MAX. A.F.F. TO BUBBLER (CHILDREN)
FOR STANDING PERSONS:
38" MIN. TO 43" MAX A.F.F. TO BUBBLER
CBC 2016 11B-602

ACCESSIBLE HEIGHT PUSH BUTTON

FOR BOTTLE FILLER
48" MAX. A.F.F.
1' - 4" 1' - 4"
8"
2' - 6"6" MAX.
30" MAX AFF TO BUBBLER FOR CHILDREN
36" MAX AFF TO BUBBLER

FOR STANDING PERSON
38" MIN. TO 43" MAX AFF TO BUBBLER
S.S RAILING MOUNTED TO

WELDED TRIPLE STUD WALL IF

NOT IN WALLED ALCOVE
WING WALL, ALCOVE, OR S.S.

RAILING TO BE 32" MIN. WIDE AND

AS DEEP AS DRINKING FOUNTAIN

OPENING FORCE TO BE LESS
THAN 5 POUNDS. WATER

STREAM PARALLEL TO FRONT
EDGE. SPOUT TO PROVIDE A
FLOW OF WATER 4" HIGH

OPER PARTS
6" MAX TO
8" MAX
15" MIN.5" MAX.
24" MIN. AFF FOR CHILDREN
27" MIN. AFF FOR KNEE SPACE
18" MIN. TO 19" MAX.

DRINKING FOUNTAIN
11" MIN
9" MIN.
1/2" = 1'-0"1 DA - REQUIRED DOOR CLEARANCE
1/2" = 1'-0"2 DA - REQUIRED DOOR CLEARANCE @ JAMB
1" = 1'-0"4 DA - MAX. DEPTH W/ MIN. CLEAR WIDTH
1 1/2" = 1'-0"6 DA - ACCESSIBLE PATH OF TRAVEL @ EXTERIOR DOOR ST
07-31-2021
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JONATHANLIC NE
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4 SHEET TITLE AND NO.

ISSUE DATE
PROJECT:

CA REG.

Project Arch. --
----
7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A0.5-2

DISABLED

COMPLIANCE

GUIDELINES
23604-01
1" = 1'-0"7 DA - DRINKING FOUNTAIN PLAN
1" = 1'-0"5 DA - DRINKING FOUNTAIN ELEVATION
1" = 1'-0"3 DA - DRINKING FOUNTAIN

DELTA REVISION DATE
STRIKE-SIDE OF DOOR.

MULTIPLE ITEMS AT SAME HEIGHT

DOOR WHEN SWUNG AGAINST WALL

MULTIPLE ITEMS AT SAME HEIGHT

TYPICAL RULES FOR DETERMINING MOUNTING HEIGHTS, LOCATIONS AND CONFIGURATIONS SEE DWG A0.11 FOR RULES 7 ~ 12
WHERE MULTIPLE DISSIMILAR ITEMS HAVING CONFLICTING MTG. HEIGHTS OCCUR, RULE 8 ALSO APPLIES.

FOR PURPOSES OF THESE RULES, ITEMS
SHOWN APPROX LOCATED WITHIN 4 FEET

OF OPEN DOOR ARE CONSIDERED TO BE
ADJACENT TO DOOR.

WHEN NOT DIMENSIONED AND SHOWN LOCATED ADJACENT TO DOOR, AND WHEN NO OTHER TYPICAL CONFIGURATION DIAGRAM APPLIES: MOUNT ITEMS IN RELATION TO SWING USING TYP. OFFSET DIMENSION. VERTICALLY ALIGN CENTERS OF ITEMS MOUNTED AT DIFFERENT HEIGHTS.

WHEN MULTIPLE ITEMS HAVING THE SAME TYP. MOUNTING HEIGHT ARE INDICATED, MOUNT FIRST ITEM IN RELATION TO SWING USING TYP. OFFSET DIMENSION AND

PLACE REMAINING ITEMS ADJACENT TO FIRST ON SIDE OPPOSITE FRAME AS ILLUSTRATED BY THIS DIAGRAM.

FOR PURPOSES OF THESE RULES,
ITEMS SHOWN APPROX. LOCATED
WITHIN 4 FEET OF DOOR ARE

CONSIDERED TO BE ADJACENT TO
DOOR (OR WINDOW).

WHEN PROVIDED, UTILIZE TYP.

MOUNTING DIAGRAMS TO

DETERMINE DIMENSIONS

LINE OF WALL OR OTHER

RESTRICTION ON STRIKE-SIDE OF
DOOR.

ARRANGE ITEMS AT CONFLICTING

HEIGHTS SYMMETRICALLY ABOUT

CENTERLINE

ARRANGE ITEMS AT SAME HEIGHT

SYMMETRICALLY ABOUT

CENTERLINE

ON PLANS, ITEMS TO BE

VERTICALLY ALIGNED MAY
BE SHOWN ADJACENT.

EQ EQ
EQ EQ
8" TYP
4'-0"
RULE 6- NOT DIMENSIONED & LOCATED ADJ. TO DOOR & AGAINST

DOOR SWINGS
RULE 4- NOT DIMENSIONED & LOCATED ADJ. TO MIN. STRIKE-

SIDE OF DOOR
RULE 2- NOT DIMENSIONED & LOCATED ON COLUMN OR PILASTER RULE 1- NOT DIMENSIONED & LOCATED ON COLUMN OR PILASTERRULE 3- NOT DIMENSIONED & LOCATED ON COLUMN OR PILASTERRULE 5- NOT DIMENSIONED & LOCATED ADJACENT TO

DOOR OR WINDOW
WHEN NOT DIMENSIONED AND SHOWN LOCATED ADJ. TO STRIKE SIDE OF DOOR, AND WHEN STRIKE-SIDE CLEARANCE IS BETWEEN 12 INCHES AND 18 INCHES, AND WHEN NO OTHER TYPICAL CONFIGURATION DIAGRAM APPLIES: MOUNT ITEMS IN RELATION TO FRAME USING TYP. OFFSET DIMENSION. VERTICALLY ALIGN CENTERS OF ITEMS MOUNTED AT DIFFERENT HEIGHTS.

WHEN NOT DIMENSIONED AND SHOWN LOCATED ON A COLUMN OR PILASTER, AND WHEN NO OTHER TYPICAL CONFIGURATION DIAGRAM APPLIES: HORIZ.

CENTER GROUP OF SIMILAR ITEMS HAVING THE SAME MOUNTING HEIGHT(S) ABOUT THE CENTERLINE OF THE COLUMN OR PILASTER.

WHEN APPLICABLE, COMBINE THIS RULE WITH RULE 1 (PREVIOUS) TO

SYMMETRICALLY ARRANGE GROUPS OF ITEMS HAVING BOTH DIFFERING AND SIMILAR MOUNTING HEIGHTS.
8" TYP.

LEAF WIDTH
DOOR
DOOR SWING4' - 0"
12" MIN. OPP SWING SIDE
18 MIN. SWING SIDE
8" TYP.
3" MIN.

WHEN MULTIPLE ITEMS HAVING THE SAME TYP.

MTG. HEIGHT ARE INDICATED, MOUNT FIRST ITEM IN
RELATION TO FRAME USING TYP OFFSET DIM. AND
PLACE REMAINING ADJ. TO FIRST ON SIDE OPP.

FRAME AS ILLUSTRATED BY THIS DIAGRAM. DO

NOT CROWD MULTIPLE ITEMS AGAINST WALL OR
RESTRICTION.

WHEN NOT DIMENSIONED AND SHOWN LOCATED ADJACENT TO DOOR, AND WHEN NO OTHER TYPICAL CONFIGURATION DIAGRAM APPLIES: MOUNT ITEMS IN RELATION TO FRAME USING TYP. OFFSET DIMENSION. VERTICALLY ALIGN CENTERS OF ITEMS MOUNTED AT DIFFERENT HEIGHTS.

WHEN MULTIPLE ITEMS HAVING THE SAME TYP. MOUNTING HEIGHT ARE INDICATED, MOUNT FIRST ITEM IN RELATION TO FRAME USING TYP. OFFSET DIMENSION AND

PLACE REMAINING ITEMS ADJACENT TO FIRST ON SIDE OPPOSITE FRAME AS ILLUSTRATED BY THIS DIAGRAM.

SIMILAR RULE APPLIES WHEN ADJACENT TO WINDOW.

WHERE MULTIPLE DISSIMILAR ITEMS HAVE CONFLICTING
MTG. HEIGHTS OCCUR, RULE 8 ALSO APPLIES.

WHEN NOT DIMENSIONED AND SHOWN LOCATED ON A COLUMN OR PILASTER, AND WHEN NO OTHER TYPICAL CONFIGURATION DIAGRAM APPLIES: HORIZ.

CENTER GROUP OF DISSIMILAR ITEMS HAVING CONFLICTING MOUNTING HEIGHT(S) ABOUT THE CENTERLINE OF THE COLUMN OR PILASTER.

WHEN APPLICABLE, COMBINE THIS RULE WITH RULE 1 AND/OR RULE 2 (PREVIOUS) TO SYMMETRICALLY ARRANGE GROUPS OF ITEMS HAVING DIFFERING, SIMILAR, AND CONFLICTING MOUNTING HEIGHTS.

EQ EQ
6"

WHEN NOT DIMENSIONED AND SHOWN LOCATED ON A COLUMN OR

PILASTER, AND WHEN NO OTHER TYPICAL CONFIGURATION DIAGRAM APPLIES: HORIZ. CENTER ITEM ON FACE OF COLUMN OR PILASTER. ALIGN VERT. CENTERS OF MULTIPLE ITEMS HAVING DIFFERING TYP MOUNTING HEIGHTS.

WHEN MULTIPLE ITEMS HAVING THE SAME TYP. MOUNTING HEIGHT ARE INDICATED, HORIZ. CENTER GROUP OF ITEMS ON FACE OF COLUMN OR PILASTER (SEE RULE 2).

EQ EQ

1. 2.

3. 4.

5. THE LOCATION, ALIGNMENT, AND COORDINATION OF THE WORK

WITH ITSELF AND WITH OTHER ADJACENT WORK IS OF PRIMARY
IMPORTANCE TO THE DESIGN INTENT OF THIS PROJECT.

THE ARCHITECTURAL DRAWINGS ESTABLISH AND GOVERN THE

FINISHED APPEARANCE AND EXACT LOCATION OF ALL EXPOSED

WORK OF ALL TRADES, INCLUDING THAT WORK WHICH IS
ILLUSTRATED PRIMARILY ON DRAWINGS OF OTHER DISCIPLINES.

LOCATIONS SHOWN ON DRAWINGS OF OTHER DISCIPLINES ARE

SCHEMATIC, UNLESS NOTED OTHERWISE ON THE
ARCHITECTURAL DRAWINGS. THE ARCHITECTURAL DRAWINGS

TAKE PRECEDENCE FOR THE FINISHED APPEARANCE AND
EXACT LOCATION OF ALL PARTS OF THE WORK.

EXCEPTION: DIMENSIONED LOCATIONS SHOWN ON DRAWINGS
OF OTHER DISCIPLINES SHALL GOVERN ONLY WHERE:

SPECIFICALLY AND INDIVIDUALLY INDICATED BY SYMBOL,

KEYED NOTE, OR NOTATION ON THE ARCHITECTURAL
DRAWINGS.

OCCURRING WITHIN A ROOM OR OTHER IDENTIFIED
SPACE FOR WHICH ARCH. SHEET OR SCHEDULE NOTES

INDICATE THAT DIMENSIONS PROVIDED ELSEWHERE
SHALL GOVERN.

THE PURPOSE OF THIS SHEET IS TO ILLUSTRATE THE TYPICAL

RULES WHICH GOVERN THE LOCATION, CONFIGURATION IN

RELATIONSHIP TO OTHER ELEMENTS OF THE WORK, AND

FINISHED ALIGNMENT OF ALL ITEMS OCCURRING ON VERTICAL
SURFACES ON THE PROJECT.

THE ARCHITECTURAL FLOOR PLANS, REFLECTED CEILING

PLANS, SECTIONS, ELEVATIONS, AND DETAILS ILLUSTRATE THE

DIMENSIONED LOCATION OF MANY, BUT NOT ALL, EXPOSED
PARTS OF THE WORK. APPLY THE RULES ILLUSTRATED ON THIS

SHEET, IN ORDER, TO DETERMINE THE EXACT LOCATION OF
EACH EXPOSED PART OF THE WORK.

WHEN UNIQUELY AND SPECIFICALLY DIMENSIONED ON
THE ARCH. PLANS, SECTIONS, OR ELEVATIONS (OR
COMBINATION THEREOF), LOCATE AS DIMENSIONED.

WHEN SHOWN WITH HORIZONTAL DIMENSION ON THE
ARCH. PLANS, SECTIONS, OR ELEVATIONS, LOCATE
HORIZ. AS DIMENSIONED AND AT APPLICABLE TYPICAL
MOUNTING HEIGHT.

IF NOT SHOWN, OR IF SHOWN BUT NOT DIMENSIONED BY

THE ARCHITECTURAL PLANS OR ELEVATIONS, LOCATE

AS INDICATED BY THE APPLICABLE TYPICAL
ARCHITECTURAL CONFIGURATION DIAGRAM.

WHEN DIMENSION SHOWN ON DRAWINGS OF OTHER

DISCIPLINES IS INDICATED TO GOVERN, LOCATE AS
DIMENSIONED. UTILIZE RULES 1 THRU 10 AT LEFT TO

ESTABLISH RELATIVE LOCATIONS OF ITEMS NOT

DIMENSIONED WHICH MAY OCCUR IN PROXIMITY TO THE
DIMENSIONED ITEM.

IF NO TYPICAL ARCH. CONFIGURATION DIAGRAM APPLIES,

LOCATE AT APPROX HORIZ LOCATION SHOWN AND AT
APPLICABLE TYPICAL MOUNTING HEIGHT. UTILIZE RULE 1
THRU 10 AT LEFT TO ESTABLISH EXACT LOCATION AND
RELATIONSHIP WITH OTHER PARTS OF THE WORK.

WHEN UNIQUELY AND SPECIFICALLY DIMENSIONED ON THE
ARCH. PLANS, SECTIONS, OR ELEVATIONS TYPICAL ARCH.

CONFIGURATION DIAGRAMS ARE GOVERNING THE ELEVATIONS

WHICH ILLUSTRATE TYPICAL RULES RELATIONSHIPS BETWEEN,

AND PLACEMENT OF, ITEMS WHICH OCCUR IN GROUPS OF

RELATED ITEMS (SUCH AS TOILET ACCESSORIES) OR IN CLOSE
PROXIMITY TO OTHER PARTS OF THE WORK *SUCH AS
SWITCHES AND DOOR FRAMES). REFER TO THE "DRAWING
INDEX" FOR ADDITIONAL INFORMATION REGARDING TYPICAL
ARCH. CONFIGURATION DRAWINGS PROVIDED FOR THIS
PROJECT.

A.

B.

MOUNTING NOTES
A.

B.

C.

D.

E.

ST
07-31-2021
O

ARCHITECT

FOF CALE
REN.

AT ARN
NO.

SE

JONATHANLIC NE
C-30361
D
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HARTMAN
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9 A S . O
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4 0 8 0
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L 1 1
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NDE N V A
, N I N G

C R A E
TCEI T
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N

G R O U P
7 S
5 0 6
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0 7 1 8
2 P
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9 0
A
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+
E R
4 SHEET TITLE AND NO.

ISSUE DATE
PROJECT:

CA REG.

Project Arch. --
----
7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A0.6-1

TYPICAL RULES

FOR DETERMINING

MOUNTING

HEIGHTS AND

LOCATIONS
23604-01

DELTA REVISION DATE

MULTIPLE SIMILAR ITEMS AT SAME HEIGHT

TYPICAL RULES FOR DETERMINING MOUNTING HEIGHTS, LOCATIONS AND CONFIGURATIONS SEE DWG A0.10 FOR RULES 1 ~ 6

VERIFY THE MAXIMUM CUT OUT AND APPLY THE HEADER SCHEDULE PER STRUCTURAL REQUIREMENTS AT BEARING WALL.

LATERAL BRACING

DOUBLE STUDS AS REQUIRED

CUT STUD AT BOX

PROVIDE HEADER ABOVE

AND BELOW THE BOX

STUDS, SEE PARTITION SCHEDULE
30" CLEAR AT

ACCESSIBLE LAVATORY

ITEMS WHICH CAN BE

VERTICALLY ALIGNED PER RULE

9. SEPARATE DISSIMILAR ITEMS

WITH CONFLICTING
MOUNTING HEIGHTS.

WHEN NOT DIMENSIONED AND SHOWN ON A WALL NOT ADJ. TO DOORS, WINDOWS, OR CHANGES IN WALL PLANE, AND WHEN NO OTHER TYP.

CONFIGURATION DIAGRAM APPLIES: MAINTAIN MIN. 36 INCH HORIZ.

SEPARATION BETWEEN DISSIMILAR ITEMS OR GROUPS OF ITEMS WITH

CONFLICTING MOUNTING HEIGHTS WHICH CANNOT BE VERTICALLY ALIGNED PER RULE 9. EXCEPTION: CARD READERS ON THE STRIKE SIDE

ARRANGE SIMILAR ITEMS AT

SAME HEIGHT

SYMMETRICALLY ABOUT

CENTERLINE

FOR PURPOSES OF THESE RULES, ITEMS
SHOWN APPROX. LOCATED WITHIN 4 FEET

FOR PURPOSES OF THESE RULES, ITEMS

OF PLANE CHANGE ARE CONSIDERED TO
BE ADJ. TO CHANGE IN PLANE.

MULTIPLE DISSIMILAR ITEMS WITH

CONFLICTING MOUNTING HEIGHTS

FOR PURPOSES OF THESE RULES,
ITEMS SHOWN APPROX. LOCATED
WITHIN 4 FEET OF PLANE CHANGE

ARE CONSIDERED TO BE
ADJACENT TO CHANGE IN PLANE.

RULE 12- OUTLET AND SWITCH @ LOCATION W/ STUD CONFLICT RULE 10- NOT DIMENSIONED & LOCATED ON OPEN WALL RULE 8- NOT DIMENSIONED & LOCATED ADJ. TO CHANGE IN WALL

DIRECTION
RULE 7- NOT DIMENSIONED & LOCATED ADJ. TO CHANGE IN WALL

DIRECTION
RULE 9- NOT DIMENSIONED & LOCATED ON OPEN WALLRULE 11- NOT DIMENSIONED & LOCATED ON OPEN WALL WHERE SWITCH OR ELEC. OUTLET BOX HAVING CONFLICTING LOCATED AT STUD:

CUT THE VERTICAL STUD TO ACCOMMODATE THE BOX AND PROVIDE HORIZONTAL BLOCKING OR STUDS AS SHOWN BELOW.

COORDINATE LOCATION AND SIZE OF HORIZONTAL STUDS WITH LATERAL BRACING WHERE OCCURS.

MAX.
1' - 4"
WHEN NOT DIMENSIONED AND SHOWN LOCATED ADJ. TO CHANGE IN PLANE OF WALL, AND WHEN NO OTHER TYP. CONFIGURATION DIAGRAM APPLIES: MOUNT ITEMS IN RELATION TO PLANE CHANGE USING TYP. OFFSET DIM. VERTICALLY ALIGN CENTERS OF ITEMS MOUNTED AT DIFFERENT HEIGHTS.

WHEN MULTIPLE DISSIMILAR ITEMS HAVING CONFLICTING MTG. HEIGHTS ARE INDICATED, MOUNT FIRST ITEM IN RELATION TO PLANE CHANGE USING TYP.

OFFSET DIMENSION. SEPARATE DISSIMILAR ITEM FROM GROUP OF SIMILAR ITEMS BY 24" MIN. AS ILLUSTRATED BY THIS DIAGRAM.

WHEN NOT DIMENSIONED AND SHOWN LOCATED ADJ. TO WALL, AND WHEN NO OTHER TYP. CONFIGURATION DIAGRAM APPLIES: MOUNT FIXTURES IN RELATION TO PLANE CHANGE USING TYP. OFFSET DIM.

SET FIXTURES LEVEL AND EQUALLY SPACED (2'-6" TYP.) WHEN INSTALLED IN BANK OF MORE THAN TWO (2).

SIMILAR RULE APPLIES AT CONTINUOUS TYPE LAVATORY. LOCATIONS

OF ROUGH-IN, FAUCETS AND DRAINS TO BE COORDINATED AND IN

CONFORMANCE WITH MANUFACTURER'S REQUIREMENTS AT CUSTOM
CAST COUNTERTOP SINK.

ROUGH-IN COLD AND HOT

SUPPLIES TO BE EQUALLY

SPACED AND SYMMETRICAL
WITH THE FIXTURE.

COORDINATE THE LOCATION

AND MAXIMUM SPACING AT
CONCEALED-PIPING SHROUD.

VERTICALLY ALIGN CENTERS

OF MIRROR, SINK AND ROUGH-
IN WASTE LINE.

EQEQ EQ EQ

EQ EQ FACE OF WALL
1' - 8" MIN. FROM FINISH
WHEN NOT DIMENSIONED AND SHOWN ON A WALL NOT ADJ. TO DOORS, WINDOWS, OR CHANGES IN WALL PLANE, AND WHEN NO OTHER TYP.

CONFIGURATION DIAGRAM APPLIES: LOCATE AT APPROX. HORIZ.

POSITION SHOWN ON PLANS OR ELEVATIONS. GROUP ITEMS HAVING DIFFERENT MTG. HEIGHTS INTO SINGLE, SYMMETRICAL ARRANGEMENT BY VERT. ALIGNING CENTERS OF ITEMS. MAINTAIN MIN. 36" HORIZ.

SEPARATION BET. ITEMS OR GROUPS OF ITEMS WHICH CANNOT BE ALIGNED VERT. (SEE RULE 10).

WHEN APPLICABLE, SYMMETRICALLY ARRANGE GROUPS OF SIM. ITEMS HAVING THE SAME MOUNTING HEIGHT AROUND THE VERT. AXIS
ESTABLISHED.
3' - 0"
WHEN NOT DIMENSIONED AND SHOWN LOCATED ADJ. TO CHANGE IN PLANE OF WALL, AND WHEN NO OTHER TYP. CONFIGURATION DIAGRAM APPLIES: MOUNT ITEMS IN RELATION TO PLANE CHANGE USING TYP. OFFSET DIM. VERTICALLY ALIGN CENTERS OF ITEMS MOUNTED AT DIFFERENT HEIGHTS.

WHEN MULTIPLE SIMILAR ITEMS HAVING THE SAME TYP. MTG. HEIGHT ARE INDICATED, MOUNT FIRST ITEM IN RELATION TO PLANE CHANGE USING TYP.

OFFSET DIMENSION AND PLACE REMAINING ITEMS ADJACENT TO FIRST ON SIDE OPPOSITE PLANE CHANGE AS ILLUSTRATED BY THIS DIAGRAM.
4' - 0"
8" TYP.
8" TYP.
3' - 0" 3' - 0"
4' - 4 7/16"
2' - 0" MIN.

EXCEPTION: CARD READERS

ON STRIKE SIDE
SEE
FOR

CLEARANCE
/- ---

1. 2.

3. 4.

5. THE LOCATION, ALIGNMENT, AND COORDINATION OF THE WORK

WITH ITSELF AND WITH OTHER ADJACENT WORK IS OF PRIMARY
IMPORTANCE TO THE DESIGN INTENT OF THIS PROJECT.

THE ARCHITECTURAL DRAWINGS ESTABLISH AND GOVERN THE

FINISHED APPEARANCE AND EXACT LOCATION OF ALL EXPOSED

WORK OF ALL TRADES, INCLUDING THAT WORK WHICH IS
ILLUSTRATED PRIMARILY ON DRAWINGS OF OTHER DISCIPLINES.

LOCATIONS SHOWN ON DRAWINGS OF OTHER DISCIPLINES ARE

SCHEMATIC, UNLESS NOTED OTHERWISE ON THE
ARCHITECTURAL DRAWINGS. THE ARCHITECTURAL DRAWINGS

TAKE PRECEDENCE FOR THE FINISHED APPEARANCE AND
EXACT LOCATION OF ALL PARTS OF THE WORK.

EXCEPTION: DIMENSIONED LOCATIONS SHOWN ON DRAWINGS
OF OTHER DISCIPLINES SHALL GOVERN ONLY WHERE:

SPECIFICALLY AND INDIVIDUALLY INDICATED BY SYMBOL,

KEYED NOTE, OR NOTATION ON THE ARCHITECTURAL
DRAWINGS.

OCCURRING WITHIN A ROOM OR OTHER IDENTIFIED
SPACE FOR WHICH ARCH. SHEET OR SCHEDULE NOTES

INDICATE THAT DIMENSIONS PROVIDED ELSEWHERE
SHALL GOVERN.

THE PURPOSE OF THIS SHEET IS TO ILLUSTRATE THE TYPICAL

RULES WHICH GOVERN THE LOCATION, CONFIGURATION IN

RELATIONSHIP TO OTHER ELEMENTS OF THE WORK, AND

FINISHED ALIGNMENT OF ALL ITEMS OCCURRING ON VERTICAL
SURFACES ON THE PROJECT.

THE ARCHITECTURAL FLOOR PLANS, REFLECTED CEILING

PLANS, SECTIONS, ELEVATIONS, AND DETAILS ILLUSTRATE THE

DIMENSIONED LOCATION OF MANY, BUT NOT ALL, EXPOSED
PARTS OF THE WORK. APPLY THE RULES ILLUSTRATED ON THIS

SHEET, IN ORDER, TO DETERMINE THE EXACT LOCATION OF
EACH EXPOSED PART OF THE WORK.

WHEN UNIQUELY AND SPECIFICALLY DIMENSIONED ON
THE ARCH. PLANS, SECTIONS, OR ELEVATIONS (OR
COMBINATION THEREOF), LOCATE AS DIMENSIONED.

WHEN SHOWN WITH HORIZONTAL DIMENSION ON THE
ARCH. PLANS, SECTIONS, OR ELEVATIONS, LOCATE
HORIZ. AS DIMENSIONED AND AT APPLICABLE TYPICAL
MOUNTING HEIGHT.

IF NOT SHOWN, OR IF SHOWN BUT NOT DIMENSIONED BY

THE ARCHITECTURAL PLANS OR ELEVATIONS, LOCATE

AS INDICATED BY THE APPLICABLE TYPICAL
ARCHITECTURAL CONFIGURATION DIAGRAM.

WHEN DIMENSION SHOWN ON DRAWINGS OF OTHER

DISCIPLINES IS INDICATED TO GOVERN, LOCATE AS
DIMENSIONED. UTILIZE RULES 1 THRU 10 AT LEFT TO

ESTABLISH RELATIVE LOCATIONS OF ITEMS NOT

DIMENSIONED WHICH MAY OCCUR IN PROXIMITY TO THE
DIMENSIONED ITEM.

IF NO TYPICAL ARCH. CONFIGURATION DIAGRAM APPLIES,

LOCATE AT APPROX HORIZ LOCATION SHOWN AND AT
APPLICABLE TYPICAL MOUNTING HEIGHT. UTILIZE RULE 1
THRU 10 AT LEFT TO ESTABLISH EXACT LOCATION AND
RELATIONSHIP WITH OTHER PARTS OF THE WORK.

WHEN UNIQUELY AND SPECIFICALLY DIMENSIONED ON THE
ARCH. PLANS, SECTIONS, OR ELEVATIONS TYPICAL ARCH.

CONFIGURATION DIAGRAMS ARE GOVERNING THE ELEVATIONS

WHICH ILLUSTRATE TYPICAL RULES RELATIONSHIPS BETWEEN,

AND PLACEMENT OF, ITEMS WHICH OCCUR IN GROUPS OF

RELATED ITEMS (SUCH AS TOILET ACCESSORIES) OR IN CLOSE
PROXIMITY TO OTHER PARTS OF THE WORK *SUCH AS
SWITCHES AND DOOR FRAMES). REFER TO THE "DRAWING
INDEX" FOR ADDITIONAL INFORMATION REGARDING TYPICAL
ARCH. CONFIGURATION DRAWINGS PROVIDED FOR THIS
PROJECT.

A.

B.

MOUNTING NOTES
A.

B.

C.

D.

E.

ST
07-31-2021
O

ARCHITECT

FOF CALE
REN.

AT ARN
NO.

SE

JONATHANLIC NE
C-30361
D
T
EC
HIT
ARC

HARTMAN
I
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I
H
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9 A S . O
A

FRANC N
4 0 8 0
H
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L 1 1
A L
E
CR

NDE N V A
, N I N G

C R A E
TCEI T
SC
S
N
N

G R O U P
7 S
5 0 6
C
0 7 1 8
2 P
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A
O
9 0
A
E U
C
+
E R
4 SHEET TITLE AND NO.

ISSUE DATE
PROJECT:

CA REG.

Project Arch. --
----
7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A0.6-2

TYPICAL RULES

FOR DETERMINING

MOUNTING

HEIGHTS AND

LOCATIONS
23604-01

DELTA REVISION DATE
I
U
E
I
H
U
9 A S . O
A

FRANC N
4 0 8 0
H
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N
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L 1 1
A L
E
C R

NDEN V A
, N I N G

C R A E

T C E I T
S C
S
N
N

G R O U P
7 S
50 6
C
0 7 1 8
2 P
R
A
O
9 0
A
E U
C
+
E R
4 SHEET TITLE AND NO.

ISSUEDATE
PROJECT:

CA REG.

Project Arch.--
----
7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL03/12/2024
DD SUBMITTAL05/31/2024
90% CD - PLAN CHECK08/29/2024
-MO/DA/YEAR

NOT FOR CONSTRUCTION
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800
www.bkf.com
BACKCHECK SUBMISSION11/01/2024
C0.0

GENERAL
NOTES

LOCATION MAP
NTS

PROJECT SITE
24TH STREET
24TH STREET BAYPASS
“
”
””
”
”
”

GENERAL NOTES

GENERAL WATER NOTES
”
“
”
”
24TH STREET
24TH STREET BYPASS
1" = 20' scale
20020
feet
40 MARTIN LUTHERKING JR. LIBRARY

EXISTING CONDITION NOTES
I
U
E
I
H
U
9 A S . O
A

FRANC N
4 0 8 0
H
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N
S
L 1 1
A L
E
C R

NDEN V A
, N I N G

C R A E

T C E I T
S C
S
N
N

G R O U P
7 S
50 6
C
0 7 1 8
2 P
R
A
O
9 0
A
E U
C
+
E R
4 SHEET TITLE AND NO.

ISSUEDATE
PROJECT:

CA REG.

Project Arch.--
----
7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL03/12/2024
DD SUBMITTAL05/31/2024
90% CD - PLAN CHECK08/29/2024
-MO/DA/YEAR

NOT FOR CONSTRUCTION
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800
www.bkf.com
BACKCHECK SUBMISSION11/01/2024
C1.0

EXISTING

CONDITIONS
24TH STREET
24TH STREET BYPASS
MARTIN LUTHERKING JR. LIBRARY
1" = 20' scale
20020
feet
40 DEMOLITION NOTES DEMOLITION KEYNOTES:

I
U
E
I
H
U
9 A S . O
A

FRANC N
4 0 8 0
H
I
N
S
L 1 1
A L
E
C R

NDEN V A
, N I N G

C R A E

T C E I T
S C
S
N
N

G R O U P
7 S
50 6
C
0 7 1 8
2 P
R
A
O
9 0
A
E U
C
+
E R
4 SHEET TITLE AND NO.

ISSUEDATE
PROJECT:

CA REG.

Project Arch.--
----
7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL03/12/2024
DD SUBMITTAL05/31/2024
90% CD - PLAN CHECK08/29/2024
-MO/DA/YEAR

NOT FOR CONSTRUCTION
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800
www.bkf.com
BACKCHECK SUBMISSION11/01/2024
C2.0

DEMOLITION
PLAN
24TH STREET
24TH STREET BYPASS
MARTIN LUTHERKING JR. LIBRARY
1" = 20' scale
20020
feet
40 KEYNOTES:SURFACE IMPROVEMENTS NOTES:GRADING NOTES
I
U
E
I
H
U
9 A S . O
A

FRANC N
4 0 8 0
H
I
N
S
L 1 1
A L
E
C R

NDEN V A
, N I N G

C R A E

T C E I T
S C
S
N
N

G R O U P
7 S
50 6
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0 7 1 8
2 P
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A
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9 0
A
E U
C
+
E R
4 SHEET TITLE AND NO.

ISSUEDATE
PROJECT:

CA REG.

Project Arch.--
----
7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL03/12/2024
DD SUBMITTAL05/31/2024
90% CD - PLAN CHECK08/29/2024
-MO/DA/YEAR

NOT FOR CONSTRUCTION
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800
www.bkf.com
BACKCHECK SUBMISSION11/01/2024
C3.0

SURFACE

IMPROVEMENTS
24TH STREET
24TH STREET BYPASS
MARTIN LUTHERKING JR. LIBRARY
”
”
”
1" = 20' scale
20020
feet
40 UTILITY NOTES:

UTILITY SCHEDULE
PIPING

STRUCTURES
UTILITY NOTES:

UTILITY SCHEDULE
PIPING

STRUCTURES
I
U
E
I
H
U
9 A S . O
A

FRANC N
4 0 8 0
H
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L 1 1
A L
E
C R

NDEN V A
, N I N G

C R A E

T C E I T
S C
S
N
N

G R O U P
7 S
50 6
C
0 7 1 8
2 P
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A
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9 0
A
E U
C
+
E R
4 SHEET TITLE AND NO.

ISSUEDATE
PROJECT:

CA REG.

Project Arch.--
----
7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL03/12/2024
DD SUBMITTAL05/31/2024
90% CD - PLAN CHECK08/29/2024
-MO/DA/YEAR

NOT FOR CONSTRUCTION
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800
www.bkf.com
BACKCHECK SUBMISSION11/01/2024
C4.0

UTILITY PLAN

CONCRETE CONFORM PAVEMENT CONFORM
NTS

FIRE DEPARTMENT CONNECTION

CONCRETE CONFORM PAVEMENT CONFORM
NTS

FIRE DEPARTMENT CONNECTION
I
U
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NDEN V A
, N I N G

C R A E

T C E I T
S C
S
N
N

G R O U P
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50 6
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0 7 1 8
2 P
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A
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9 0
A
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C
+
E R
4 SHEET TITLE AND NO.

ISSUEDATE
PROJECT:

CA REG.

Project Arch.--
----
7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL03/12/2024
DD SUBMITTAL05/31/2024
90% CD - PLAN CHECK08/29/2024
-MO/DA/YEAR

NOT FOR CONSTRUCTION
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800
www.bkf.com
BACKCHECK SUBMISSION11/01/2024
C5.0

DETAILS

TRENCHING AND BACKFILLTHRUST BLOCKSFIRE HYDRANT

DOUBLE CHECK VALVE ASSEMBLY
I
U
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9 A S . O
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NDEN V A
, N I N G

C R A E

T C E I T
S C
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7 S
50 6
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0 7 1 8
2 P
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A
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9 0
A
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C
+
E R
4 SHEET TITLE AND NO.

ISSUEDATE
PROJECT:

CA REG.

Project Arch.--
----
7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL03/12/2024
DD SUBMITTAL05/31/2024
90% CD - PLAN CHECK08/29/2024
-MO/DA/YEAR

NOT FOR CONSTRUCTION
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800
www.bkf.com
BACKCHECK SUBMISSION11/01/2024
C5.1

DETAILS
UP
UP
24TH STREET
24TH STREET BYPASS
D026
D028
ST
07-31-2021
O

ARCHITECT

FOF CALE
REN.

AT ARN
NO.

SE

JONATHANLIC NE
C-30361
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ARC

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C R A E
TCEI T
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4 SHEET TITLE AND NO.

ISSUE DATE
PROJECT:

CA REG.

Project Arch. --
----
N
7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A1.0-1

DEMOLITION SITE
PLAN
23604-01

KEYNOTE
NO. KEYNOTE TEXT
D026 (R) FOR NEW UTILITIES TO THE STREET
D
028 (R) SIDEWALK AND LANDSCAPE PER CIVIL, SEE
C1.0
1" = 20'-0"1 (D) SITE PLAN - DEMOLITION

1. ALL EXISTING TO REMAIN U.N.O.

2. PROTECT ALL EXISTING TO REMAIN, REPAIR ALL DAMAGES

TO EXISTING DUE TO DEMOLITION BEYOND SCOPE OF
WORK.

3. EXISTING CONDITIONS SHOWN DIAGRAMMATICALLY FOR
CONTEXTUAL INFORMATION ONLY. NOT ALL PLANTING AND
LANDSCAPE FEATURES ARE SHOWN. VERIFY ALL EXISTING
CONDITIONS IN FIELD.

4. PRESERVE AND PROTECT (E) TREES AND VEGETATION
DURING CONSTRUCTION. IRRIGATION TO BE KEPT
OPERATIONAL TO MAINTAIN HEALTH OF PLANTS.

5. CONTRACTOR SHALL REPLACE ALL TREES AND PLANTS
DAMAGED FROM CONSTRUCTION ACTIVITIES.

6. STORM WATER POLLUTION PREVENTION : COMPLY WITH

THE PREVENTION OF POLLUTION OF STORM WATER RUN-
OFF FROM THE CONSTRUCTION ACTIVITIES PER CGC 5.106.1

BY THE IMPLEMENTATION OF BEST MANAGEMENT
PRACTICES OR LOCAL ORDINANCE.

7. REMOVE PLAQUES WITH CARE, MAINTAIN IN GOOD SHAPE
AND PROVIDE TO OWNER.

8. REFER TO CIVIL DRAWNGS FOR ADDITION SITE DEMOLITION
NOTES.

9. REMOVE AND DISPOSE OF ALL HAZARDOUS MATERIAL IN AN
APPROPRIATE MANNER. FOLLOW ALL LOCAL, REGIONAL,

AND FEDERAL REQUIREMENTS AND REFER TO OWNER'S
HAZARDOUS MATERIALS ABATEMENT INFORMATION.

SITE DEMOLITION NOTES:

DELTA REVISION DATE
UP
UP
24TH STREET
24TH STREET BYPASS
2101
0643
A1.2-1
2 A1.2-1
3 2102
A1.2-2
1 ST
07-31-2021
O

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FOF CALE
REN.

AT ARN
NO.

SE

JONATHANLIC NE
C-30361
D
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HIT
ARC

HARTMAN
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FRANC N
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L 1 1
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NDE N V A
, N I N G

C R A E
TCEI T
SC
S
N
N

G R O U P
7 S
5 0 6
C
0 7 1 8
2 P
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+
E R
4 SHEET TITLE AND NO.

ISSUE DATE
PROJECT:

CA REG.

Project Arch. --
----
N
7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A1.1-1

SITE PLAN
23604-01
1" = 20'-0"1 SITE PLAN

KEYNOTE
NO. KEYNOTE TEXT
0643 WOOD SCREEN DESIGNED TO MATCH EXISTING
F
ENCE
2101 FIRE RISER, SEE FP1.1-1
2102 FIRE LINE BACK FLOW PREVENTER (EXACT

LOCATION TO BE VERIFIED IN FIELD)

DELTA REVISION DATE
(E) FIRST FLOOR
0"
(E) B.O LOWER
ROOF
9' - 2"
6' - 4 1/2"4 1/2"
2"X6" WD @ 4 1/2" O.C.
6"X6" POSTS @ CORNERS,
S.S.D. FOR FOOTINGS AND ANCHORS
2"X6" HEADERS
FIRE RISER SEE FP1.1-1
7' - 0"
5 5
2101
2' - 3 1/2" 1 3/4"
3' - 11"
A1.2-1 4
MIN.
1' - 6"6"3' - 0"
6" 6"
SWITCHGEAR, S.E.D

CONCRETE EQUIPMENT PAD,
EXTENDS 36" AT FRONT AND 6" ON

ALL OTHER SIDES OF SWITCHGEAR,
S.S.D.

EDGE OF PAD MIN. 18" FROM

FACE OF (E) WALL
3' - 0"
1"
3' - 0"
EQ EQ EQ EQ EQ EQ EQ EQ HOT DIPPED GALV. L 2" X 2" X 1/4" FRAME ON

SIDES, TOP, AND BOTTOM OF GATE
MITER AND WELD AT CORNERS, PTD.
2" X 1/4" HOT DIPPED GALV. STEEL BAR
MITER AND WELD TO FRAME, PTD.

TREATED 6X6 POSTS, PTD.

TREATED 2X4, PTD.

HASP PER SCHEDULE

HINGE PER SCHEDULE
4 1/2"
7' - 0"
HOT DIPPED GALV. L 2" X 2" X 1/4" FRAME ON

SIDES, TOP, AND BOTTOM OF GATE
MITER AND WELD AT CORNERS, PTD.
2" X 1/4" HOT DIPPED GALV. STEEL BAR,
MITER AND WELD TO L FRAME, PTD.

TREATED 6X6 POSTS, PTD.

TREATED 2X4, PTD.

TREATED 2X4, PTD.

TREATED 2X4, PTD.

ELEVATION
PLAN
TOP 2X6 RIPPED FOR A 1/2:12 SLOPE HIGH
SIDE OF 2X6 AT THE EXTERIOR OF

ENCLOSURE, ALL SIDES
TREATED 2X6, PTD.

B
APBV66 POST BASE
2X4 MODIFIED TO SET FLUSH IN ANGLE,

ALL SIDES
ST
07-31-2021
O

ARCHITECT

FOF CALE
REN.

AT ARN
NO.

SE

JONATHANLIC NE
C-30361
D
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HIT
ARC

HARTMAN
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9 A S . O
A

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4 0 8 0
H
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L 1 1
A L
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CR

NDE N V A
, N I N G

C R A E
TCEI T
SC
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N

G R O U P
7 S
5 0 6
C
0 7 1 8
2 P
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A
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9 0
A
E U
C
+
E R
4 SHEET TITLE AND NO.

ISSUE DATE
PROJECT:

CA REG.

Project Arch. --
----
7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A1.2-1

SITE DETAILS
23604-01
1/2" = 1'-0"1 EE - FIRE RISER ELEVATION
1/2" = 1'-0"2 FP - RISER SCREEN

KEYNOTE
NO. KEYNOTE TEXT
2101 FIRE RISER, SEE FP1.1-1
1/2" = 1'-0"3 SP - SWITCHGEAR PAD
1 1/2" = 1'-0"4 EDR - GATE DETAIL

DELTA REVISION DATE
B Addendum B 09/24/2024
ALT. A-01. REPLACE ALL CONCRETE PAVERS AND NEW METAL

FENCE WITH GATE
12' - 7 7/8"3' - 6"5' - 7 1/8"
33' - 2"
(E) SCULPTURE TO
REMAIN
48"X48" CONCRETE
PAVERS
EXISTING EXTENTS OF PATIO, V.I.F.
33' - 2"
EXISTING EXTENTS OF PATIO, V.I.F.
26' - 0"
(E) FLAG POLE TO BE

REMAIN AND RELOCATED
(D) LIGHT POLE
7' STEEL FENCE, MOUNTED TO

NEW RETAINING WALL PER
MANUFACTURER. V.I.F.

GATE, ALARMED WITH

EGRESS HARDWARE

REMOVE STAIRS AND HANDRAIL

PLANTER

DESIGN OF ANCHORS AND

RETAINING WALL TO BE A

SEPARATE PERMIT WHICH WILL

BE SUBMITTED IF THE

ALTERNATE IS ACCEPTED
1 C
2 ST
07-31-2021
O

ARCHITECT

FOF CALE
REN.

AT ARN
NO.

SE

JONATHANLIC NE
C-30361
D
T
EC
HIT
ARC

HARTMAN
I
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H
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9 A S . O
A

FRANC N
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H
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L 1 1
A L
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NDE N V A
, N I N G

C R A E
TCEI T
SC
S
N
N

G R O U P
7 S
5 0 6
C
0 7 1 8
2 P
R
A
O
9 0
A
E U
C
+
E R
4 SHEET TITLE AND NO.

ISSUE DATE
PROJECT:

CA REG.

Project Arch. --
----
7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024

SHEET NOTES
A1.2-2

SITE DETAILS -

ALTERNATES
23604-01
1/4" = 1'-0"1 ESP - PATIO - ALTERNATE

1. THE DESIGN OF THE SEPARATE PERMIT ITEMS ARE BY THE
CONTRACTOR/MANUFACTURER.

CONTRACTOR/MANUFACTURER MUST PREPARE ALL

NECESSARY CALCULATIONS AND DRAWINGS PER THE

CALIFORNIA BUILDING CODE UNDER THE SUPERVISION OF A

CIVIL ENGINEER, REGISTERED IN CALIFORNIA, AND SHALL

OBTAIN ALL NECESSARY PLAN CHECK APPROVALS FROM THE
ENFORCEMENT AGENCY.

2. INSTALLATION OF THE SEPARATE PERMIT ITEMS SHALL NOT

BE STARTED UNTIL DETAILED PLANS, SPECIFICATIONS AND

ENGINEERING CALCULATIONS HAVE BEEN REVIEWED BY THE

ARCHITECT OR STRUCTURAL ENGINEER OF RECORD, AND
APPROVED BY THE ENFORCEMENT AGENCY.
1 2
2 DELTA REVISION DATE
1 Back Check 1 11/01/2024
C Addendum C 11/01/2024
2 Back Check 2 12/09/2024
1 1
A A
2 2
B B
C C
E E
5 5
F F
3 3
D D
A2.0-31
A2.0-2
3 A2.0-2
1 A2.0-3 3
D003
D013
D002
D002
D002
D001
D010
D007
D001
D001
D001
D001
D011
D001
D002
4' - 3"3' - 0"
D001
D005
D005
4 4
A2.0-2
2 A2.0-3 2
D005
D005
D005
D001
D005
D001
D005
D013
D005
D005
D013
D013 D005
D030
D002
D005
D005
D005
D031
D031
D031
D031
D031
A8.0-2 3
A8.0-1
4 A8.0-1
5 A8.0-12
A8.0-1 6
1 G3.1-3
5 1
1 A5.0-0 2A5.0-4 28
ST
07-31-2021
O

ARCHITECT

FOF CALE
REN.

AT ARN
NO.

SE

JONATHANLIC NE
C-30361
D
T
EC
HIT
ARC

HARTMAN
I
U
E
I
H
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9 A S . O
A

FRANC N
4 0 8 0
H
I
N
S
L 1 1
A L
E
CR

NDE N V A
, N I N G

C R A E
TCEI T
SC
S
N
N

G R O U P
7 S
5 0 6
C
0 7 1 8
2 P
R
A
O
9 0
A
E U
C
+
E R
4 SHEET TITLE AND NO.

ISSUE DATE
PROJECT:

CA REG.

Project Arch. --
----
N
7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A2.0-0

DEMOLITION

FLOOR PLAN
23604-01
1/8" = 1'-0"1 (D) FP01- FIRST FLOOR PLAN- DEMOLITION

KEYNOTE
NO. KEYNOTE TEXT
D001 (R) DOOR
D
002 (R) WALL
D003 (R) DESK
D005 (R) WINDOW
D007 (R) PLUMBING FIXTURES, PARTITIONS, AND

RESTROOM FINISHES
D010 (R) BUILT-IN CASEWORK
D011 (E) WHISPER BOX TO BE REUSED
D013 (R) WALL FOR NEW OPENING
D030 (R) SLAB PER SSD
D031 (R) FLOOR, SEE M2.4-1
DEMOLITION NOTES:

1. PROTECT AREAS TO REMAIN.

2. IF AREAS THAT ARE NOT SCHEDULED TO BE

REMOVED ARE DAMAGED, DOCUMENT AND NOTIFY
THE ARCHITECT FOR HOW TO REPAIR.

3. SEE A2.0-2 & A2.0-3 FOR DEMO ELEVATIONS.

4. THIS DEMOLITION PLAN ONLY PERTAINS TO SELECT
ARCHITECTURAL RELATED ITEMS. SEE OTHER

DISCIPLINES FOR EACH RESPECTIVE DEMOLITION
WORK.

5. SEE M.E.P. DRAWINGS FOR UNDERGROUND UTILITIES
FOR TRENCHING.

6. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL
FLOOR DEMO INCLUDING FLOOR REPAIR.

7. PROVIDE TEMP. SHORING FOR DEMOLITION OF
STRUCTURAL ELEMENTS.

8. PATCH & REPAIR FLOOR AFTER REMOVAL OF WALLS.

9. PATCH & REPAIR WALLS TO REMAIN.

10. SLAB, LANDSCAPE, FLOOR, AND SIDEWALK DEMO IS
NOT LIMITED TO WHAT IS SHOWN. CONTRACTOR TO

COORDINATE ALL UNDERGROUND UTILITIES AND

WORK DEMOLITION AS REQUIRED TO COMPLETE
WORK.

11. COORDINATE WITH ALL OTHER DEMOLITION SHEETS.

12. NOTE SPECIFIC ITEMS TO BE REMOVED AND
PROVIDED TO THE CITY/LIBRARY.

13. INTERIOR PLAQUES AND ARTWORK SHALL BE

REMOVED WITH CARE AND PROVIDED TO THE
CITY/LIBRARY.

14. REFER TO DOOR SCHEDULE FOR DOORS TO BE
SAVED AND REUSED. (R) ALL OTHER DOORS,
FRAMES, AND HARDWARE.

15. REMOVE ALL FURNITURE LEFT IN THE BUILDING

INCLUDING BUT NOT LIMITED TO SHELVING, BUILT-IN

CABINETS, DESK, EQUIPMENT, APPLIANCES,
BULLETIN BOARDS, AND SIGNAGE.

16. DURING DEMOLITION WORK, MAINTAIN COMPLIANCE
WITH CALIFORNIA FIRE CODE CHAPTER 33.

17. REMOVE AND DISPOSE OF ALL HAZARDOUS
MATERIAL IN AN APPROPRIATE MANNER. FOLLOW

ALL LOCAL, REGIONAL, AND FEDERAL

REQUIREMENTS AND REFER TO OWNER'S
HAZARDOUS MATERIALS ABATEMENT INFORMATION.

ALT. D-01. EXTERIOR GLAZING RETROFIT. EXISTING
EXTERIOR GLAZING TO REMAIN.

DELTA REVISION DATE
1 Back Check 1 11/01/2024
1 1
A
2 2
B
C
E
5 5
F
3 3
D
A2.0-31
A2.0-2
3 A2.0-2
1 A2.0-3 3
4 4
D032
D032
A8.0-1
4 A8.0-1
5 A8.0-12
A8.0-1 6
ST
07-31-2021
O

ARCHITECT

FOF CALE
REN.

AT ARN
NO.

SE

JONATHANLIC NE
C-30361
D
T
EC
HIT
ARC

HARTMAN
I
U
E
I
H
U
9 A S . O
A

FRANC N
4 0 8 0
H
I
N
S
L 1 1
A L
E
CR

NDE N V A
, N I N G

C R A E
TCEI T
SC
S
N
N

G R O U P
7 S
5 0 6
C
0 7 1 8
2 P
R
A
O
9 0
A
E U
C
+
E R
4 SHEET TITLE AND NO.

ISSUE DATE
PROJECT:

CA REG.

Project Arch. --
----
N
7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A2.0-1

DEMOLITION ROOF
PLAN
23604-01
1/8" = 1'-0"1 RP- DEMOLITION ROOF PLAN

KEYNOTE
NO. KEYNOTE TEXT
D032 (R) ROOF FOR MECHANICAL PENETRATION, SEE
M

2.4-1
DEMOLITION NOTES:

1. PROTECT AREAS TO REMAIN.

2. IF AREAS THAT ARE NOT SCHEDULED TO BE

REMOVED ARE DAMAGED, DOCUMENT AND NOTIFY
THE ARCHITECT FOR HOW TO REPAIR.

3. SEE A2.0-2 & A2.0-3 FOR DEMO ELEVATIONS.

4. THIS DEMOLITION PLAN ONLY PERTAINS TO SELECT
ARCHITECTURAL RELATED ITEMS. SEE OTHER

DISCIPLINES FOR EACH RESPECTIVE DEMOLITION
WORK.

5. SEE M.E.P. DRAWINGS FOR UNDERGROUND UTILITIES
FOR TRENCHING.

6. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL
FLOOR DEMO INCLUDING FLOOR REPAIR.

7. PROVIDE TEMP. SHORING FOR DEMOLITION OF
STRUCTURAL ELEMENTS.

8. PATCH & REPAIR FLOOR AFTER REMOVAL OF WALLS.

9. PATCH & REPAIR WALLS TO REMAIN.

10. SLAB, LANDSCAPE, FLOOR, AND SIDEWALK DEMO IS
NOT LIMITED TO WHAT IS SHOWN. CONTRACTOR TO

COORDINATE ALL UNDERGROUND UTILITIES AND

WORK DEMOLITION AS REQUIRED TO COMPLETE
WORK.

11. COORDINATE WITH ALL OTHER DEMOLITION SHEETS.

12. NOTE SPECIFIC ITEMS TO BE REMOVED AND
PROVIDED TO THE CITY/LIBRARY.

13. INTERIOR PLAQUES AND ARTWORK SHALL BE

REMOVED WITH CARE AND PROVIDED TO THE
CITY/LIBRARY.

14. REFER TO DOOR SCHEDULE FOR DOORS TO BE
SAVED AND REUSED. (R) ALL OTHER DOORS,
FRAMES, AND HARDWARE.

15. REMOVE ALL FURNITURE LEFT IN THE BUILDING

INCLUDING BUT NOT LIMITED TO SHELVING, BUILT-IN

CABINETS, DESK, EQUIPMENT, APPLIANCES,
BULLETIN BOARDS, AND SIGNAGE.

16. DURING DEMOLITION WORK, MAINTAIN COMPLIANCE
WITH CALIFORNIA FIRE CODE CHAPTER 33.

17. REMOVE AND DISPOSE OF ALL HAZARDOUS
MATERIAL IN AN APPROPRIATE MANNER. FOLLOW

ALL LOCAL, REGIONAL, AND FEDERAL

REQUIREMENTS AND REFER TO OWNER'S
HAZARDOUS MATERIALS ABATEMENT INFORMATION.

ALT. D-01. EXTERIOR GLAZING RETROFIT. EXISTING
EXTERIOR GLAZING TO REMAIN.

DELTA REVISION DATE
(E) FIRST FLOOR
0"
1 (E) B.O LOWER
ROOF
9' - 2"
(E) T.O HIGHER

ROOF PLATE
15' - 0"
(E) T. O HIGHER
ROOF
31' - 6"
2 53
D005
D005
D005
D016
4 D019
(E) FIRST FLOOR
0"
1 (E) B.O LOWER
ROOF
9' - 2"
(E) T.O HIGHER

ROOF PLATE
15' - 0"
(E) T. O HIGHER
ROOF
31' - 6"
25 3
D005
D005
D016
4 D020
(E) FIRST FLOOR
0"
(E) B.O LOWER
ROOF
9' - 2"
4 D018
A8.0-2
2 ST
07-31-2021
O

ARCHITECT

FOF CALE
REN.

AT ARN
NO.

SE

JONATHANLIC NE
C-30361
D
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HIT
ARC

HARTMAN
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9 A S . O
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4 0 8 0
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L 1 1
A L
E
CR

NDE N V A
, N I N G

C R A E
TCEI T
SC
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N
N

G R O U P
7 S
5 0 6
C
0 7 1 8
2 P
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A
O
9 0
A
E U
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+
E R
4 SHEET TITLE AND NO.

ISSUE DATE
PROJECT:

CA REG.

Project Arch. --
----
7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A2.0-2

DEMOLITION

ELEVATIONS
23604-01

KEYNOTE
NO. KEYNOTE TEXT
D005 (R) WINDOW
D
016 (R) DAMAGED FASCIA AND SOFFIT
D018 (R) WALL SECTION
D019 (R) ALT.5 FASCIA
D020 (R) ALT.6 BOARD+BATTEN SIDING
1/8" = 1'-0"3 (D) EL -NORTH ELEVATION
1/8" = 1'-0"1 (D) EL -SOUTH ELEVATION
1/8" = 1'-0"2 (D) EL - ENTRY NORTH ELEVATION
DEMOLITION NOTES:

1. PROTECT AREAS TO REMAIN.

2. IF AREAS THAT ARE NOT SCHEDULED TO BE

REMOVED ARE DAMAGED, DOCUMENT AND NOTIFY
THE ARCHITECT FOR HOW TO REPAIR.

3. SEE A2.0-2 & A2.0-3 FOR DEMO ELEVATIONS.

4. THIS DEMOLITION PLAN ONLY PERTAINS TO SELECT
ARCHITECTURAL RELATED ITEMS. SEE OTHER

DISCIPLINES FOR EACH RESPECTIVE DEMOLITION
WORK.

5. SEE M.E.P. DRAWINGS FOR UNDERGROUND UTILITIES
FOR TRENCHING.

6. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL
FLOOR DEMO INCLUDING FLOOR REPAIR.

7. PROVIDE TEMP. SHORING FOR DEMOLITION OF
STRUCTURAL ELEMENTS.

8. PATCH & REPAIR FLOOR AFTER REMOVAL OF WALLS.

9. PATCH & REPAIR WALLS TO REMAIN.

10. SLAB, LANDSCAPE, FLOOR, AND SIDEWALK DEMO IS
NOT LIMITED TO WHAT IS SHOWN. CONTRACTOR TO

COORDINATE ALL UNDERGROUND UTILITIES AND

WORK DEMOLITION AS REQUIRED TO COMPLETE
WORK.

11. COORDINATE WITH ALL OTHER DEMOLITION SHEETS.

12. NOTE SPECIFIC ITEMS TO BE REMOVED AND
PROVIDED TO THE CITY/LIBRARY.

13. INTERIOR PLAQUES AND ARTWORK SHALL BE

REMOVED WITH CARE AND PROVIDED TO THE
CITY/LIBRARY.

14. REFER TO DOOR SCHEDULE FOR DOORS TO BE
SAVED AND REUSED. (R) ALL OTHER DOORS,
FRAMES, AND HARDWARE.

15. REMOVE ALL FURNITURE LEFT IN THE BUILDING

INCLUDING BUT NOT LIMITED TO SHELVING, BUILT-IN

CABINETS, DESK, EQUIPMENT, APPLIANCES,
BULLETIN BOARDS, AND SIGNAGE.

16. DURING DEMOLITION WORK, MAINTAIN COMPLIANCE
WITH CALIFORNIA FIRE CODE CHAPTER 33.

17. REMOVE AND DISPOSE OF ALL HAZARDOUS
MATERIAL IN AN APPROPRIATE MANNER. FOLLOW

ALL LOCAL, REGIONAL, AND FEDERAL

REQUIREMENTS AND REFER TO OWNER'S
HAZARDOUS MATERIALS ABATEMENT INFORMATION.

18. STOREFRONT, WINDOW, AND DOOR'S JAMS, TRIMS,

SILLS AND TRIMS REMAIN AND BE PROTECTED
DURING DEMOLITION.

ALT. D-01. EXTERIOR GLAZING RETROFIT. EXISTING
EXTERIOR GLAZING TO REMAIN.

DELTA REVISION DATE
(E) FIRST FLOOR
0"
A
(E) B.O LOWER
ROOF
9' - 2"
(E) T.O HIGHER

ROOF PLATE
15' - 0"
(E) T. O HIGHER
ROOF
31' - 6"
BCEF D
D014
D001
D016
D005
D019
(E) FIRST FLOOR
0"
A
(E) B.O LOWER
ROOF
9' - 2"
(E) T.O HIGHER

ROOF PLATE
15' - 0"
(E) T. O HIGHER
ROOF
31' - 6"

B C E FD
D005
D014
D014
D005
D016D019
(E) FIRST FLOOR
0"
(E) B.O LOWER
ROOF
9' - 2"
EF
D019
ST
07-31-2021
O

ARCHITECT

FOF CALE
REN.

AT ARN
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JONATHANLIC NE
C-30361
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HARTMAN
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4 0 8 0
H
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L 1 1
A L
E
CR

NDE N V A
, N I N G

C R A E
TCEI T
SC
S
N
N

G R O U P
7 S
5 0 6
C
0 7 1 8
2 P
R
A
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9 0
A
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C
+
E R
4 SHEET TITLE AND NO.

ISSUE DATE
PROJECT:

CA REG.

Project Arch. --
----
7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A2.0-3

DEMOLITION

ELEVATIONS
23604-01

KEYNOTE
NO. KEYNOTE TEXT
D001 (R) DOOR
D
005 (R) WINDOW
D014 (R) WINDOW AND DOOR
D016 (R) DAMAGED FASCIA AND SOFFIT
D019 (R) ALT.5 FASCIA
1/8" = 1'-0"3 (D) EL -WEST ELEVATION
1/8" = 1'-0"1 (D) EL - EAST ELEVATION
1/8" = 1'-0"2 (D) EL - PATIO WEST ELEVATION
DEMOLITION NOTES:

1. PROTECT AREAS TO REMAIN.

2. IF AREAS THAT ARE NOT SCHEDULED TO BE

REMOVED ARE DAMAGED, DOCUMENT AND NOTIFY
THE ARCHITECT FOR HOW TO REPAIR.

3. SEE A2.0-2 & A2.0-3 FOR DEMO ELEVATIONS.

4. THIS DEMOLITION PLAN ONLY PERTAINS TO SELECT
ARCHITECTURAL RELATED ITEMS. SEE OTHER

DISCIPLINES FOR EACH RESPECTIVE DEMOLITION
WORK.

5. SEE M.E.P. DRAWINGS FOR UNDERGROUND UTILITIES
FOR TRENCHING.

6. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL
FLOOR DEMO INCLUDING FLOOR REPAIR.

7. PROVIDE TEMP. SHORING FOR DEMOLITION OF
STRUCTURAL ELEMENTS.

8. PATCH & REPAIR FLOOR AFTER REMOVAL OF WALLS.

9. PATCH & REPAIR WALLS TO REMAIN.

10. SLAB, LANDSCAPE, FLOOR, AND SIDEWALK DEMO IS
NOT LIMITED TO WHAT IS SHOWN. CONTRACTOR TO

COORDINATE ALL UNDERGROUND UTILITIES AND

WORK DEMOLITION AS REQUIRED TO COMPLETE
WORK.

11. COORDINATE WITH ALL OTHER DEMOLITION SHEETS.

12. NOTE SPECIFIC ITEMS TO BE REMOVED AND
PROVIDED TO THE CITY/LIBRARY.

13. INTERIOR PLAQUES AND ARTWORK SHALL BE

REMOVED WITH CARE AND PROVIDED TO THE
CITY/LIBRARY.

14. REFER TO DOOR SCHEDULE FOR DOORS TO BE
SAVED AND REUSED. (R) ALL OTHER DOORS,
FRAMES, AND HARDWARE.

15. REMOVE ALL FURNITURE LEFT IN THE BUILDING

INCLUDING BUT NOT LIMITED TO SHELVING, BUILT-IN

CABINETS, DESK, EQUIPMENT, APPLIANCES,
BULLETIN BOARDS, AND SIGNAGE.

16. DURING DEMOLITION WORK, MAINTAIN COMPLIANCE
WITH CALIFORNIA FIRE CODE CHAPTER 33.

17. REMOVE AND DISPOSE OF ALL HAZARDOUS
MATERIAL IN AN APPROPRIATE MANNER. FOLLOW

ALL LOCAL, REGIONAL, AND FEDERAL

REQUIREMENTS AND REFER TO OWNER'S
HAZARDOUS MATERIALS ABATEMENT INFORMATION.

18. STOREFRONT, WINDOW, AND DOOR'S JAMS, TRIMS,

SILLS AND TRIMS REMAIN AND BE PROTECTED
DURING DEMOLITION.

ALT. D-01. EXTERIOR GLAZING RETROFIT. EXISTING
EXTERIOR GLAZING TO REMAIN.

DELTA REVISION DATE
1 1
A A
2 2
B B
C C
E E
5 5
F F
3 3
D D
4 4

OPEN TO ABOVE
ENTRY
D021
D023D022
D022
D023
D021
D022
D023
D021
D033
D033
D033
D033
B
B
B
B
ST
07-31-2021
O

ARCHITECT

FOF CALE
REN.

AT ARN
NO.

SE

JONATHANLIC NE
C-30361
D
T
EC
HIT
ARC

HARTMAN
I
U
E
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H
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9 A S . O
A

FRANC N
4 0 8 0
H
I
N
S
L 1 1
A L
E
CR

NDE N V A
, N I N G

C R A E
TCEI T
SC
S
N
N

G R O U P
7 S
5 0 6
C
0 7 1 8
2 P
R
A
O
9 0
A
E U
C
+
E R
4 SHEET TITLE AND NO.

ISSUE DATE
PROJECT:

CA REG.

Project Arch. --
----
7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A2.0-4

DEMOLITION

REFLECTED

CEILING PLAN -

LOWER FLOOR
23604-01

KEYNOTE
NO. KEYNOTE TEXT
D021 (R) FASCIA
D
022 (R) LIGHT FIXTURE
D023 (R) CEILING FINISH
D033 (R) GYP. BOARD FINISH ON TOP SIDE OF
SOFFIT
1/8" = 1'-0"1 (D)RCP01-REFLECTED CEILING PLAN - LOW ROOF DEMOLITION NOTES:

1. PROTECT AREAS TO REMAIN.

2. IF AREAS THAT ARE NOT SCHEDULED TO BE

REMOVED ARE DAMAGED, DOCUMENT AND NOTIFY
THE ARCHITECT FOR HOW TO REPAIR.

3. SEE A2.0-2 & A2.0-3 FOR DEMO ELEVATIONS.

4. THIS DEMOLITION PLAN ONLY PERTAINS TO SELECT
ARCHITECTURAL RELATED ITEMS. SEE OTHER

DISCIPLINES FOR EACH RESPECTIVE DEMOLITION
WORK.

5. SEE M.E.P. DRAWINGS FOR UNDERGROUND UTILITIES
FOR TRENCHING.

6. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL
FLOOR DEMO INCLUDING FLOOR REPAIR.

7. PROVIDE TEMP. SHORING FOR DEMOLITION OF
STRUCTURAL ELEMENTS.

8. PATCH & REPAIR FLOOR AFTER REMOVAL OF WALLS.

9. PATCH & REPAIR WALLS TO REMAIN.

10. SLAB, LANDSCAPE, FLOOR, AND SIDEWALK DEMO IS
NOT LIMITED TO WHAT IS SHOWN. CONTRACTOR TO

COORDINATE ALL UNDERGROUND UTILITIES AND

WORK DEMOLITION AS REQUIRED TO COMPLETE
WORK.

11. COORDINATE WITH ALL OTHER DEMOLITION SHEETS.

12. NOTE SPECIFIC ITEMS TO BE REMOVED AND
PROVIDED TO THE CITY/LIBRARY.

13. INTERIOR PLAQUES AND ARTWORK SHALL BE

REMOVED WITH CARE AND PROVIDED TO THE
CITY/LIBRARY.

14. REFER TO DOOR SCHEDULE FOR DOORS TO BE
SAVED AND REUSED. (R) ALL OTHER DOORS,
FRAMES, AND HARDWARE.

15. REMOVE ALL FURNITURE LEFT IN THE BUILDING

INCLUDING BUT NOT LIMITED TO SHELVING, BUILT-IN

CABINETS, DESK, EQUIPMENT, APPLIANCES,
BULLETIN BOARDS, AND SIGNAGE.

16. DURING DEMOLITION WORK, MAINTAIN COMPLIANCE
WITH CALIFORNIA FIRE CODE CHAPTER 33.

17. REMOVE AND DISPOSE OF ALL HAZARDOUS
MATERIAL IN AN APPROPRIATE MANNER. FOLLOW

ALL LOCAL, REGIONAL, AND FEDERAL

REQUIREMENTS AND REFER TO OWNER'S
HAZARDOUS MATERIALS ABATEMENT INFORMATION.

B

DELTA REVISION DATE
B Addendum B 09/24/2024
1 1
A A
2 2
B B
C C
E E
3 3
D D
4 4
D023
D025
D002
D005
D022
D005
D005
D024
ST
07-31-2021
O

ARCHITECT

FOF CALE
REN.

AT ARN
NO.

SE

JONATHANLIC NE
C-30361
D
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HIT
ARC

HARTMAN
I
U
E
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H
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9 A S . O
A

FRANC N
4 0 8 0
H
I
N
S
L 1 1
A L
E
CR

NDE N V A
, N I N G

C R A E
TCEI T
SC
S
N
N

G R O U P
7 S
5 0 6
C
0 7 1 8
2 P
R
A
O
9 0
A
E U
C
+
E R
4 SHEET TITLE AND NO.

ISSUE DATE
PROJECT:

CA REG.

Project Arch. --
----
7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A2.0-5

DEMOLITION

REFLECTED

CEILING PLAN -

HIGHER FLOOR
23604-01

KEYNOTE
NO. KEYNOTE TEXT
D002 (R) WALL
D
005 (R) WINDOW
D022 (R) LIGHT FIXTURE
D023 (R) CEILING FINISH
D024 (R) SOFFIT
D025 (R) CEILING
1/8" = 1'-0"1 (D)RCP01-REFLECTED CEILING PLAN - HIGH ROOF DEMOLITION NOTES:

1. PROTECT AREAS TO REMAIN.

2. IF AREAS THAT ARE NOT SCHEDULED TO BE

REMOVED ARE DAMAGED, DOCUMENT AND NOTIFY
THE ARCHITECT FOR HOW TO REPAIR.

3. SEE A2.0-2 & A2.0-3 FOR DEMO ELEVATIONS.

4. THIS DEMOLITION PLAN ONLY PERTAINS TO SELECT
ARCHITECTURAL RELATED ITEMS. SEE OTHER

DISCIPLINES FOR EACH RESPECTIVE DEMOLITION
WORK.

5. SEE M.E.P. DRAWINGS FOR UNDERGROUND UTILITIES
FOR TRENCHING.

6. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL
FLOOR DEMO INCLUDING FLOOR REPAIR.

7. PROVIDE TEMP. SHORING FOR DEMOLITION OF
STRUCTURAL ELEMENTS.

8. PATCH & REPAIR FLOOR AFTER REMOVAL OF WALLS.

9. PATCH & REPAIR WALLS TO REMAIN.

10. SLAB, LANDSCAPE, FLOOR, AND SIDEWALK DEMO IS
NOT LIMITED TO WHAT IS SHOWN. CONTRACTOR TO

COORDINATE ALL UNDERGROUND UTILITIES AND

WORK DEMOLITION AS REQUIRED TO COMPLETE
WORK.

11. COORDINATE WITH ALL OTHER DEMOLITION SHEETS.

12. NOTE SPECIFIC ITEMS TO BE REMOVED AND
PROVIDED TO THE CITY/LIBRARY.

13. INTERIOR PLAQUES AND ARTWORK SHALL BE

REMOVED WITH CARE AND PROVIDED TO THE
CITY/LIBRARY.

14. REFER TO DOOR SCHEDULE FOR DOORS TO BE
SAVED AND REUSED. (R) ALL OTHER DOORS,
FRAMES, AND HARDWARE.

15. REMOVE ALL FURNITURE LEFT IN THE BUILDING

INCLUDING BUT NOT LIMITED TO SHELVING, BUILT-IN

CABINETS, DESK, EQUIPMENT, APPLIANCES,
BULLETIN BOARDS, AND SIGNAGE.

16. DURING DEMOLITION WORK, MAINTAIN COMPLIANCE
WITH CALIFORNIA FIRE CODE CHAPTER 33.

17. REMOVE AND DISPOSE OF ALL HAZARDOUS
MATERIAL IN AN APPROPRIATE MANNER. FOLLOW

ALL LOCAL, REGIONAL, AND FEDERAL

REQUIREMENTS AND REFER TO OWNER'S
HAZARDOUS MATERIALS ABATEMENT INFORMATION.

DELTA REVISION DATE
UP
UP
1 1
A A
2 2
B B
C C
E E
5 F F
3 3
2 A3.4-2
1 A3.4-1
D D
A3.1-1
1 A3.1-21
A3.1-2 3
A3.1-1
2 OPEN TO
BELOW

STORAGE
104
HALL
106

ALL GENDER

RESTROOM
105
FOL
112
PATIO
10 CHILDREN
112
STUDY
113
STUDY
114
GROUP
STUDY
117
TEEN
115

MARKETPLACE
116
ADULT
118
STAFF

WORKROOM
125
OFFICE
119
STAFF

BREAKROOM
121

STAFF RR
123
IT
124

AMH/SORTING
122
ENTRY
101
A3.1-1
3 119
STAFF

WORKROOM
125
PATIO
46 121
101B
007
113
114
117
005
004
101

COMMUNITY

MEETING
102

THE STUDIO
110

WELLNESS
108
FAMILY

RESTROOM
109

JANITOR
107
109
108
107
4 4
002
105
104
102B
102
102A
2 A3.4-1
3 A3.4-2
1 A3.4-2
A3.1-2 2
006

LINE OF SOFFIT ABOVE

LINE OF SOFFIT ABOVE

LINE OF SOFFIT ABOVE
106
120
124
123
116B
116A
103

KITCHENETTE
103
101A
003
G3.1-1
8 4 3/4"
G3.1-3 1
2307WHISPER

ROOM (E)
46' - 6" 16' - 0" 28' - 0" 20' - 0" 26' - 0"
39' - 0"52' - 0"25' - 0"20' - 0"
A8.0-1
4 A8.0-1
5 A8.0-12
A8.0-1 6
A5.0-45
1043
1043
009
008

WALL TYPE LEGEND

EXISTING WALL, TO REMAIN

NEW WALL - INSULATED

NEW WALL - UNINSULATED

GENERAL NOTES

1. CEMENTITIOUS SELF-LEVELING
COMPOUND OVER SUBFLOOR U.N.O.

ST
07-31-2021
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JONATHANLIC NE
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9 A S . O
A

FRANC N
4 0 8 0
H
I
N
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L 1 1
A L
E
CR

NDE N V A
, N I N G

C R A E
TCEI T
SC
S
N
N

G R O U P
7 S
5 0 6
C
0 7 1 8
2 P
R
A
O
9 0
A
E U
C
+
E R
4 SHEET TITLE AND NO.

ISSUE DATE
PROJECT:

CA REG.

Project Arch. --
----
N
7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A2.4-1

FLOOR PLAN -

FIRST FLOOR
23604-01
1/8" = 1'-0"1 FP01- FIRST FLOOR PLAN OVERALL

KEYNOTE
NO. KEYNOTE TEXT
1043 SELF CHECK
2 307 OPENING IN (E) FLOOR FOR MECHANICAL, S.M.D

DELTA REVISION DATE
1 1
A A
2 2
B B
C C
E E
5 5
F F
3 3
D D

MECHANICAL
001
0745
0745
0745
0745
0745
0745
0745
4' HIGH CRAWLSPACE
4' HIGH CRAWLSPACE
4 4
001
SMD + SED FOR

EQUIPMENT LAYOUT

AND INFORMATION
SMD + SED FOR DUCT

AND CONDUIT ROUTING

AND INFORMATION
SMD + SED FOR DUCT

AND CONDUIT ROUTING

AND INFORMATION
0557
SMD + SED FOR DUCT

AND CONDUIT ROUTING

AND INFORMATION
0557
A8.0-1
4 A8.0-1
5 A8.0-12
ST
07-31-2021
O

ARCHITECT

FOF CALE
REN.

AT ARN
NO.

SE

JONATHANLIC NE
C-30361
D
T
EC
HIT
ARC

HARTMAN
I
U
E
I
H
U
9 A S . O
A

FRANC N
4 0 8 0
H
I
N
S
L 1 1
A L
E
CR

NDE N V A
, N I N G

C R A E
TCEI T
SC
S
N
N

G R O U P
7 S
5 0 6
C
0 7 1 8
2 P
R
A
O
9 0
A
E U
C
+
E R
4 SHEET TITLE AND NO.

ISSUE DATE
PROJECT:

CA REG.

Project Arch. --
----
N
7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024

SHEET NOTES
A2.4-2

FLOOR PLAN -

BASEMENT
23604-01

KEYNOTE
NO. KEYNOTE TEXT
0557 STRUCTURAL COLUMN, SEE SSD
0 745 CRYSTALLINE WATERPROOFING APPLIED TO

INTERIOR SIDE OF FOUNDATION WALL
1/8" = 1'-0"1 BP - MECHANICAL BASEMENT + CRAWLSPACE PLAN

1. EXISTING GYP. BOARD AT UNDERSIDE OF FIRST FLOOR FRAMING TO HAVE ALL SEAMS TAPED.

2. EXPOSED WOOD COLUMNS TO BE CLAD WITH GYP. AND HAVE
ALL SEAMS TAPED.

DELTA REVISION DATE
UP
C C
E E
5 F F
3 D D

COMMUNITY

MEETING
102

STORAGE
104

KITCHENETTE
103
HALL
106

WELLNESS
108
FAMILY

RESTROOM
109
FOL
112

THE STUDIO
110
PATIO
10 ENTRY
101
6 A5.0-3
4 3
2 1
C28aA5.0-3
9 10
7 8
A5.0-4
2 A5.0-4
22 14
3 21
25 26
2 1
173
0803A
0811A
A5.0-4
10 9
11 12
A5.0-4
7 6
8 A5.0-45
4 4

ALL GENDER

RESTROOM

JANITOR
102B
102
102A
007
104
105
109
108
107
101
009
23 24
27 I01
I02
I03
E02
E04
E03
E05 E06 E07 E08 E09 E10
E14 E15
A3.1-2 2
E24a
C24
C24
C24a
C24
C24
C24a
C24a
C24
C26
C14
C26 C26
C26
C24
C34a
E24a
C26a
C24a
F14
9' - 0 1/2" 1' - 5" 9' - 2" 17' - 10" 13' - 0 5/8"
C24
CLEAR
5' - 10"
C24a
C28a
C24
C24
F18
CLEAR
6' - 0"
5' - 10 3/4"
3' - 0 1/8"
3' - 0"
2' - 7 1/2" 8' - 0 1/2" 10' - 0"
9' - 6 1/2" 2' - 4" 4' - 6 1/2" 15' - 3" 5' - 4 1/8"
2' - 7"
5' - 6 1/2"
10' - 9 1/4"
G23.5as
G23.5as

LINE OF SOFFIT ABOVE

LINE OF SOFFIT ABOVE
ALIGN F.O.F
ALIGN F.O.F
G13.5as
G25.5as
G25.5as
G13.5as
116A
116B

WHISPER BOX
(E)
A9.5-4
3 106
CLEAR
5' - 10 3/4"
A24
C24
A9.2-2
1 2' - 0 1/4"
103
CLEAR
14' - 7 3/4"
CLEAR V.I.F.
6' - 10 7/8"
F14F14
G13.5as
5' - 11 3/8" 10' - 7 3/8"
CLEAR
6' - 2 3/8"
6"C14
1043
2101
0643
8' - 0" 2' - 0"
EQ EQ1' - 6"
F14F14F14
11' - 10"
ALIGN
7 A9.5-5
0557
7 A8.0-2
0557
0557
A2.5-5
1 1A5.0-0 2A5.0-4 28

FEATHER CEMENTITIOUS

SELF-LEVELING COMPOUND
FROM 1/2" AT PORTAL

BETWEEN THE STUDIO AND
MARKETPLACE TO 0" AT
EXTERIOR STOREFRONT.

SLOPE TO BE MAX. 1:20
C
R 5' - 0"

BUILD UP EXTERIOR WALKWAY
TO 1/4" AT THRESHOLD OF DOOR
007. SLOPE TO BE MAX. 1:20
1 1. ALL DIMENSION AT NEW PARTITIONS TO
FACE OF STUD, U.N.O.

2. ALL DIMENSION AT EXISTING TO FACE OF
FINISH, U.N.O.

3. VERIFY ALL DIMENSIONS IN FIELD
ST
07-31-2021
O

ARCHITECT

FOF CALE
REN.

AT ARN
NO.

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JONATHANLIC NE
C-30361
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L 1 1
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N

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2 P
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4 SHEET TITLE AND NO.

ISSUE DATE
PROJECT:

CA REG.

Project Arch. --
----
N
7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024

SHEET NOTES
A2.5-1

ENLARGED FLOOR
PLAN - N.W.
23604-01

KEYNOTE
NO. KEYNOTE TEXT
0557 STRUCTURAL COLUMN, SEE SSD
0 643 WOOD SCREEN DESIGNED TO MATCH EXISTING
FENCE
0803A OVERHEAD ROLLING GATE, MOTORIZED
0811A STOREFRONT SYSTEM, TYP
1043 SELF CHECK
2101 FIRE RISER, SEE FP1.1-1
1/4" = 1'-0"1 FP01- FIRST FLOOR PLAN - NORTH WEST

DELTA REVISION DATE
1 Back Check 1 11/01/2024
C Addendum C 11/01/2024
UP
1 1
2 2
C C
E E
F F
D D
FOL
112

THE STUDIO
110
PATIO
10 CHILDREN
112
STUDY
113
STUDY
114
A5.0-1
6 5
7 8
A5.0-1
2 A5.0-1
14 3
C48a
C26a
C26a
1' - 1 3/4" 9' - 1 5/8" 9' - 4 3/8"
16' - 5 5/8"
C48a
11 12
2 1
173
0811A
21' - 9" 4' - 0"
0534
ALT. 01
113
114
E14 E15
I04
E16
E17
E18
E19
E20
E21
E22
I05
I06
I07
6' - 5 3/8"
5' - 11 3/8"
3' - 11 3/8"
CLEAR
6' - 2 3/8"
6' - 1 1/4"
A3.1-2 2

LINE OF SOFFIT ABOVE
G13.5as
C24 C24 C24

WHISPER ROOM
(E)
A9.5-4
3 006
009
G13.5as
F14 F14
G13.5as
1043
6' - 0"
1004
G3.1-3 1
6"
10' - 9 3/4"
6"
6"
6"
8 A9.5-5
I08
0646 0646
2307
2307
A5.0-5
8 A5.0-56 7
A5.0-21
A5.0-3
6 ALT. D-06:

DO NOT CONSTRUCT THE WALLS, STOREFRONT

SYSTEMS, OR CEILINGS AND METAL DECK
STRUCTURE FOR STUDY ROOM 113 OR STUDY ROOM
114. DO NOT INCLUDE THEIR ASSOCIATED
MECHANICAL, ELECTRICAL OR AV ELEMENTS.

INCLUDE ONE 7' WIDE F18 FURRED WALL AT THE
(E) EAST WALL WITH ONE TYPICAL DISPLAY SCREEN
AND AV SETUP. INCLUDE ALLOWANCE FOR

ADDITIONAL LIGHTING AND MECHANICAL LOAD FROM

ADJACENT ZONE
003

1. ALL DIMENSION AT NEW PARTITIONS TO
FACE OF STUD, U.N.O.

2. ALL DIMENSION AT EXISTING TO FACE OF
FINISH, U.N.O.

3. VERIFY ALL DIMENSIONS IN FIELD
ST
07-31-2021
O

ARCHITECT

FOF CALE
REN.

AT ARN
NO.

SE

JONATHANLIC NE
C-30361
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HIT
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HARTMAN
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4 0 8 0
H
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L 1 1
A L
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NDE N V A
, N I N G

C R A E
TCEI T
SC
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N
N

G R O U P
7 S
5 0 6
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0 7 1 8
2 P
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A
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9 0
A
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+
E R
4 SHEET TITLE AND NO.

ISSUE DATE
PROJECT:

CA REG.

Project Arch. --
----
N
7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024

SHEET NOTES
A2.5-2

ENLARGED FLOOR
PLAN - N.E.
23604-01

KEYNOTE
NO. KEYNOTE TEXT
0534 6' HIGH MTL. FENCE, S.L.D.
0 646 (E) WOOD COLUMN
0811A STOREFRONT SYSTEM, TYP
1004 FIRE EXTINGUISHER CABINET, COORDINATE
FINAL LOCATION W/ FIRE DEPT.
1043 SELF CHECK
2307 OPENING IN (E) FLOOR FOR MECHANICAL, S.M.D
1/4" = 1'-0"1 FP01- FIRST FLOOR PLAN - NORTH EAST

DELTA REVISION DATE
A A
B B
C C
5 5
3 3

OPEN TO
BELOW

COMMUNITY

MEETING
102

MARKETPLACE
116
STAFF

WORKROOM
125
OFFICE
119
STAFF

BREAKROOM
121

STAFF RR
123
IT
124

AMH/SORTING
122
ENTRY
101
C48a
C44a
C24a
C26a
C24a
C28a
C28a
C24a
C24a
F14
17' - 4"16' - 5"
2' - 3"9' - 7 3/8"
V.I.F
7' - 2 7/8" 15' - 5"
1129
1106
0610G
2' - 0"
1102
A3.1-1
3 A5.0-416
14 13
15 4
4 101
119
121
002
004
I16
E33
E34
I15
I13
I12
C48a
C44a
C44a
C34a
CLEAR
4' - 3"
4' - 4 1/4"4' - 7"
C24a
C34a
F18
I14
A5.0-5 9
A5.0-5 1110
C34a
120
124
123 CLEAR
4' - 3"
G25.5as

LINE OF SOFFIT ABOVE

LINE OF SOFFIT ABOVE
A5.0-5
5 4
A9.5-4
3 101B101A
116A
E02
1043
1043
G3.1-1
8 F14
24' - 6 3/8"
0811A
0811A
0811A
0811A
1004
7 A9.5-5
XP8U
6 A9.5-5
A8.0-2
1 06460646
F12
1' - 3 1/2"
1' - 6"
8' - 8 3/8"
0647
0559
2307
ALT. A-02: AUTOMATED

MATERIAL HANDLING
SYSTEM, OFCI. OPENING

IN (E) WALL FOR

DEDICATED BOOK

RETURN FOR THE AMHS
B
G3.1-3
5 11' - 8 1/4"

FEATHER CEMENTITIOUS SELF-
LEVELING COMPOUND FROM 1/2"
AT INTERIOR DOOR AT ENTRY 101
TO 0" AT EXTERIOR DOOR AT
ENTRY 101. SLOPE TO BE MAX. 1:20
MAINTAIN MAX. 1:48 CROSS SLOPE
FOR DOOR 101
C
C

1. ALL DIMENSION AT NEW PARTITIONS TO
FACE OF STUD, U.N.O.

2. ALL DIMENSION AT EXISTING TO FACE OF
FINISH, U.N.O.

3. VERIFY ALL DIMENSIONS IN FIELD
ST
07-31-2021
O

ARCHITECT

FOF CALE
REN.

AT ARN
NO.

SE

JONATHANLIC NE
C-30361
D
T
EC
HIT
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HARTMAN
I
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I
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9 A S . O
A

FRANC N
4 0 8 0
H
I
N
S
L 1 1
A L
E
CR

NDE N V A
, N I N G

C R A E
TCEI T
SC
S
N
N

G R O U P
7 S
5 0 6
C
0 7 1 8
2 P
R
A
O
9 0
A
E U
C
+
E R
4 SHEET TITLE AND NO.

ISSUE DATE
PROJECT:

CA REG.

Project Arch. --
----
N
7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024

SHEET NOTES
A2.5-3

ENLARGED FLOOR
PLAN - S.W.
23604-01

KEYNOTE
NO. KEYNOTE TEXT
0559 SHEET METAL ENCLOSURE FOR MECHANICAL
P
ENETRATIONS, SEE A8.0-2
0610G SOLID SURFACE COUNTERTOP WITH SINK AND
PLASTIC LUMINATE UPPER + LOWER CABINETS
0646 (E) WOOD COLUMN
0647 CABINET FOR BUST, SEE CASEWORK DETAILS
A9.5
0811A STOREFRONT SYSTEM, TYP
1004 FIRE EXTINGUISHER CABINET, COORDINATE
FINAL LOCATION W/ FIRE DEPT.
1043 SELF CHECK
1102 MANUAL BOOK DEPOSITORY
1106 REFRIGERATOR, OFCI
1129 ALT. A-02 AMHS
2307 OPENING IN (E) FLOOR FOR MECHANICAL, S.M.D
1/4" = 1'-0"1 FP01- FIRST FLOOR PLAN - SOUTH WEST

DELTA REVISION DATE
B Addendum B 09/24/2024
C Addendum C 11/01/2024
1 1
A A
2 2
B B
GROUP
STUDY
117
TEEN
115

MARKETPLACE
116
ADULT
118
A5.0-2 2
A5.0-2
4 3
5 6
A5.0-1
9 10
C26a
C26a 0811A
16' - 7 7/8"
10' - 11 3/4"
0811A
0811A
V.I.F
4' - 11 5/8"
117
005
E33 E32
E28
E26
E27
I10
I09
I11
10' - 11 3/4"

LINE OF SOFFIT ABOVE

LINE OF ACOUSTICAL

CLOUDS ABOVE

LINE OF SOFFIT ABOVE
G3.1-3 1
F14
EQ EQ
3' - 6"3' - 6"
1004
6 A9.5-5
0646
0646
0646
0646064606460646
ALT. D-05:

DO NOT CONSTRUCT THE WALLS, STOREFRONT

SYSTEMS, OR CEILINGS AND METAL DECK
STRUCTURE FOR GROUP STUDY ROOM 117. DO NOT

INCLUDE THEIR ASSOCIATED MECHANICAL,
ELECTRICAL OR AV ELEMENTS.

INCLUDE ONE 7' WIDE F18 FURRED WALL AT THE
(E) EAST WALL WITH ONE TYPICAL DISPLAY SCREEN
AND AV SETUP. INCLUDE ALLOWANCE FOR

ADDITIONAL LIGHTING AND MECHANICAL LOAD FOR

ADJACENT ZONE
A5.0-3
5 A5.0-2
7 2307

1. ALL DIMENSION AT NEW PARTITIONS TO
FACE OF STUD, U.N.O.

2. ALL DIMENSION AT EXISTING TO FACE OF
FINISH, U.N.O.

3. VERIFY ALL DIMENSIONS IN FIELD
ST
07-31-2021
O

ARCHITECT

FOF CALE
REN.

AT ARN
NO.

SE

JONATHANLIC NE
C-30361
D
T
EC
HIT
ARC

HARTMAN
I
U
E
I
H
U
9 A S . O
A

FRANC N
4 0 8 0
H
I
N
S
L 1 1
A L
E
CR

NDE N V A
, N I N G

C R A E
TCEI T
SC
S
N
N

G R O U P
7 S
5 0 6
C
0 7 1 8
2 P
R
A
O
9 0
A
E U
C
+
E R
4 SHEET TITLE AND NO.

ISSUE DATE
PROJECT:

CA REG.

Project Arch. --
----
N
7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024

SHEET NOTES
A2.5-4

ENLARGED FLOOR
PLAN - S.E.
23604-01

KEYNOTE
NO. KEYNOTE TEXT
0646 (E) WOOD COLUMN
0 811A STOREFRONT SYSTEM, TYP
1004 FIRE EXTINGUISHER CABINET, COORDINATE
FINAL LOCATION W/ FIRE DEPT.
2307 OPENING IN (E) FLOOR FOR MECHANICAL, S.M.D
1/4" = 1'-0"1 FP01- FIRST FLOOR PLAN - SOUTH EAST

DELTA REVISION DATE

ANF ANF ANFANF
A5.0-3
9 10
7 8
A5.0-4
2 A5.0-4
22 14
3 21
25 26

ALL GENDER

RESTROOM
105
HALL
106
1015
1007
A5.0-4
10 9
11 12
A5.0-4
7 1007
1010
1011
10101011
C24
C24a
FAMILY

RESTROOM
109

WELLNESS
108

JANITOR
107
1' - 7 1/8"
1007
E24a
108
109
2201A
2204
6 8
1013 1013
1002
64'' MIN. CLR.
5' - 4 3/8"
TYP.
3' - 0" CLR.
1014
1010
1011
2205A
C34a
23 24
27 0609
4' - 0"
3' - 1 5/8"
8' - 0"
1006
1013
1014
2206
1210
1210
2212
5' - 10 5/8"
9' - 2"
1007
ø 5' - 0"
ø 5' - 0"
ø 5' - 0"
ø 5' - 0"
A9.2-2
1 1014
1013
0557
CLEAR
5' - 9 1/2"
CLEAR
5' - 9 3/4"
CLEAR
4' - 3 3/4"
5' - 0"
A8.2-1
8 3' - 0"
5' - 9 3/8"
7' - 6 3/4"
2' - 6 3/8" 5' - 8"2' - 9"
5' - 0"

DOOR PERMITTED

TO SWING OVER

HATCHED PORTION

OF MANEUVERING

SPACE PER CBC
11B-604.8.1.1.3
17" MIN. TO 19' MAX.
1' - 6"
17" MIN. - 19" MAX.
1' - 6"
3' - 6 3/4"
V.I.F.
5' - 4"
1210
0107
2' - 0"CLEAR
3' - 0"
2' - 5"
60" MIN. CLEAR
5' - 0"

AMBULATORY
STALL
0840
0645
1250
1017
A5.0-45
1 B
A5.0-0 2A5.0-4 28
106
105 107
1106
1060 C
C
1060
D
3 STAFF RR
123F14
A5.0-416
14 13
15 5' - 6"
1013
1006
1210
1014
2201A
CLEAR
10' - 4 1/2"
CLEAR
6' - 7 3/8"
17" MIN. - 19" MAX.
1' - 6"
2' - 7 5/8" 2' - 7"
3' - 5"
1011
1010
1011
1060
C
A A
0609
1106
A5.0-5 9
4' - 0 7/8"
8' - 6 7/8" 3' - 2 7/8"
0645
ST
07-31-2021
O

ARCHITECT

FOF CALE
REN.

AT ARN
NO.

SE

JONATHANLIC NE
C-30361
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T
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HIT
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HARTMAN
I
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I
H
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9 A S . O
A

FRANC N
4 0 8 0
H
I
N
S
L 1 1
A L
E
CR

NDE N V A
, N I N G

C R A E
TCEI T
SC
S
N
N

G R O U P
7 S
5 0 6
C
0 7 1 8
2 P
R
A
O
9 0
A
E U
C
+
E R
4 SHEET TITLE AND NO.

ISSUE DATE
PROJECT:

CA REG.

Project Arch. --
----
N
7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A2.5-5

ENLARGED PLAN -

RESTROOMS
23604-01

KEYNOTE
NO. KEYNOTE TEXT
0107 ACCESSIBLE-HEIGHT SINK
0 557 STRUCTURAL COLUMN, SEE SSD
0609 SOLID SURFACE COUNTER WITH BASE AND UPPER CABINETS, SEE CASEWORK DETAILS A9.5
0645 WALL CABINET ABOVE
0840 ACCESSIBLE TOILET COMPARTMENT DOOR; DOOR SHALL BE SELF-CLOSING WITH DOOR PULLS ON BOTH SIDES PER CBC 11B-604.8.1.2
1002 PHENOLIC TOLIET PARTITION
1006 GRAB BAR, 36" LENGTH BACK BAR, 42" LENGTH SIDE BAR, PROVIDE BACKING 1007 METAL STORAGE SHELVING
1010 RECESSED ROLL PAPER TOWEL W/TRASH RECEPTACLE (BATTERY-OPERATED) 1011 ELECTRIC HAND DRYER, TYP. AT SINGLE ACCOMMODATION RESTROOMS 1013 WALL-MOUNTED SOAP DISPENSER
1/2" = 1'-0"1 EP PUBLIC RESTROOM PLAN
1/2" = 1'-0"2 EP STAFF RESTROOM PLAN
1/2" = 1'-0"3 EP STAFF BREAK ROOM KITCHENETTE

RESTROOM ACCESSORIES SCHEDULE
Keynote RESTROOM ACCESSORY Model
1002 PHENOLIC TOILET PARTITION BOBRICK DURALINE SERIES, EXTENDED HEIGHT, GAPLESS PRIVACY STYLE

PARTITIONS, OVERHEAD BRACED
1006 GRAB BAR, 36" LENGTH BACK BAR, 42" LENGTH SIDE BAR, PROVIDE BACKING BOBRICK B-5806X36; B5-806X42 1007 PARTITION MOUNTED SEAT COVER DISPENSER, TOILET TISSUE DISPENSER & WASTE RECEPTACLE BOBRICK B-357 1009 RECESSED SEAT COVER DISPENSER, TOILET TISSUE DISPENSER & WASTE RECEPTACLE, TYP. AT ACCESSIBLE

STALLS & SINGLE ACCOMMODATION RESTROOMS
BOBRICK B-3091/B-3092
1010 RECESSED ROLL PAPER TOWEL W/ TRASH RECEPTACLE (BATTERY-OPERATED) BOBRICK B-39747 1011 ELECTRIC HAND DRYER, TYP. AT SINGLE ACCOMMODATION RESTROOMS DYSON AIRBLADE V HU02 1013 WALL-MOUNTED SOAP DISPENSER, MOUNT TO WALL WITH MOUNTING SCREWS PURELL ES4, 5034-01 1014 MIRROR BOBRICK B-290 SERIES
1015 SELF-RETRACTING FOLDING STEP, TYP. AT MULTI-STALL RESTROOMS STEP 'N' WASH 1016 COAT HOOK, TYP. AT ALL RESTROOM STALLS BOBRICK B-212 1017 SHELF W/ MOP/BROOM HOLDERS & HOOK, TYP. AT JANITOR'S CLOSET BOBRICK B-239 1060 DUAL PAD AND TAMPON DISPENSER AUNT FLOW MODEL E DISPENSER AF-DISP-ESTR-1 1210 RECESSED BABY CHANGING STATION, STAINLESS STEEL KOALA KARE KB310-SSRE 2206 WALL-MOUNTED EYE WASH STATION GUARDIAN G1540 AQUAGUARD GRAVITY-FLOW PORTABLE EYEWASH, 16 GALLON

KEYNOTE
NO. KEYNOTE TEXT
1014 MIRROR
1 015 FOLDING STEP, TYP. AT MULTI-STALL RESTROOM
1017 CORNER GUARD
1060 DUAL PAD AND TAMPON DISPENSER
1106 REFRIGERATOR, OFCI
1210 FOLD-DOWN BABY CHANGER
1250 42" MIN. LONG SIDE WALL GRAB BAR PER 604.5.1
2201A LAVATORY, S.P.D.
2204 MOP SINK, S.P.D.
2205A DRINKING FOUNTAIN, HIGH-LOW WITH WATER BOTTLE FILLER 2206 EYE WASH STATION, S.P.D
2212 FLOOR DRAIN
C

DELTA REVISION DATE
B Addendum B 09/24/2024
C Addendum C 11/01/2024
D Addendum D 12/09/2024
(E) FIRST FLOOR
0"
(E) B.O LOWER
ROOF
9' - 2"
(E) FP00 -

BASEMENT FLOOR

PLAN - EXISTING
-14' - 0"
3 14' - 0"
7' - 0"
4' - 3"
-4'-0"
TOC
9'-2"
B.O. LOWER ROOF

FRAMING
3 0'-0"
T.O. FINISH FLOOR
-14'-0"

MECH BASEMENT
ST
07-31-2021
O

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REN.

AT ARN
NO.

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JONATHANLIC NE
C-30361
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A

FRANC N
4 0 8 0
H
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L 1 1
A L
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NDE N V A
, N I N G

C R A E
TCEI T
SC
S
N
N

G R O U P
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5 0 6
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0 7 1 8
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9 0
A
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+
E R
4 SHEET TITLE AND NO.

ISSUE DATE
PROJECT:

CA REG.

Project Arch. --
----
N
7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A2.5-7

ENLARGED PLAN
23604-01
1/2" = 1'-0"2 Section 5

KEYNOTE
NO. KEYNOTE TEXT

DELTA REVISION DATE

DOOR SCHEDULE NOTES
DOOR NUMBER:

THE DOOR NUMBER MATCHES THE ROOM NUMBER. WHEN MORE THAN ONE DOOR EXITS PER ROOM, THE SECOND DOOR NUMBER IS FOLLOWED WITH "A", THE THIRD WITH "B", ETC.

DOOR TYPE:

REFER TO DOOR TYPES ON SHEET A2.6-2
NOMINAL DOOR DIMENSIONS:

ALL DOORS ARE 1-3/4" THICK WITH 3/8" UNDERCUT UNLESS OTHERWISE NOTED.

SEE GENERAL DOOR NOTES, NOTE M FOR EXTERIOR DOORS.

DOOR MATERIAL:

HM = HOLLOW METAL
AL = ALUMINUM
SC = SOLID CORE WOOD
DOOR FINISH:

PTD = PAINTED
STN = STAINED

FRAME MATERIAL
HM = HOLLOW METAL
AL = ALUMINUM
FRAME FINISH:

PTD = PAINTED

REFER TO FINISH SCHEDULE FOR DOOR AND FRAME COLOR AND FINISH MANUFACTURER.

GLAZING TYPE:
a = 1" INSULATED TEMPERED, LOW-E
b = 1/4" FLOAT TEMPERED CLEAR
LABELED ASSEMBLY:

ALL RATED ASSEMBLIES SHALL BE PROVIDED WITH APPROVED GASKETING

MATERIAL INSTALLED TO PROVIDE A SEAL WHERE THE DOOR MEETS THE STOP ON BOTH SIDES AND ACROSS THE TOP.

ALL FIRE RATED DOORS TO BE LABELED. THE LABEL SHALL COMPLY WITH NFPA 80 AND ALSO WITH CBC CHAPTER 7 AND SHALL BE PERMANENTLY AFFIXED TO THE DOOR AND FRAME.

IN ACCORDANCE WITH CBC CHAPTER 7, ALL GLAZING IN EXCESS OF 100

SQUARE INCHES IN FIRE RATED DOORS SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 AS COMPONENTS OF THE DOOR ASSEMBLY AND NOT AS

GLASS LIGHTS, AND SHALL HAVE A MAXIMUM TRANSMITTED
TEMPERATURE RISE OF 450° F IN ACCORDANCE WITH CBC CHAPTER 7.

EXCEPTION: THE MAXIMUM TRANSMITTED TEMPERATURE END POINT IS NOT

REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH CBC CHAPTER 9.

HARDWARE GROUP:

MFR = HARDWARE BY MANUFACTURER. FOR ALL OTHER

HARDWARE GROUPS SEE SPECIFICATIONS FOR HARDWARE GROUPS
DETAILS:

REFER TO DETAIL REFERENCE ON DOOR SCHEDULE
REMARKS:

ACOUST = ACOUSTIC HARDWARE
CLO = CLOSER
DPS = DOOR POSITION SWITCH
EXT = EXTERIOR DOOR, DOOR ASSEMBLY TO INCLUDE,
BUT NOT LIMITED TO: WEATHER GASKET, DRIP AT DOOR BASE

AND DRIP AT FRAME HEAD, SEE HARDWARE GROUP FOR

ADDITIONAL INFORMATION
HO = HOLD OPEN
KP = KICK PLATE, LOCATE ON PUSH SIDE OF DOOR, WIDTH OF KP TO BE 1 1/2" LESS THAN DOOR WIDTH AND 1 1/2" LESS THAN
BOTTOM STILE HEIGHT. CENTER KP ON BOTTOM STILE.

ML = MAGNETIC LATCH (AT FIRE DOOR NOT TO EXCEED 30 LBS.

RESISTANCE)
MO = MOTOR OPERATED
OH = OVERHEAD
PHW = PANIC HARDWARE
EPD = ELECTRIFIED PANIC DEVICE
PO = POWER OPERATED OPENER
SH = SPRING HINGE
SC = SECURITY CONTACT
CR = CARD READER
EL = ELECTRIC LOCK
ES = ELECTRIC STRIKE

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

REFER TO FINISH SCHEDULE AND SPECIFICATIONS FOR
DOOR FINISHES.

FIELD VERIFY SPACE ON EITHER SIDE OF / MEASURE ALL
OPENINGS FOR SPECIFIC REQUIRED DOOR SIZE.

ALL OPERATING SWINGING DOORS TO HAVE LEVER
HANDLES.

ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE

WITHOUT USE OF KEY OR ANY SPECIAL KNOWLEDGE OR
EFFORT.

WHERE CLOSERS ARE INDICATED, THE MAXIMUM OPENING

FORCE SHALL BE SET AS FOLLOWS IN ACCORDANCE WITH
CBC 1133B.2.5:

RATED DOORS - 5 LBS
INTERIOR DOORS - 5 LBS
EXTERIOR DOORS - 5 LBS

DOORS WITHIN THE PATH OF TRAVEL FOR DISABLED

ACCESS SHALL BE OPERABLE WITH A SINGLE EFFORT BY
LEVER, PANIC BAR OR PUSH / PULL HARDWARE. SEE
SPECIFICATION SECTION 087100 FOR HARDWARE MOUNTING
HEIGHTS.

EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT

TRAVEL WHEN THE AREA SERVED HAS AN OCCUPANT LOAD
OF 50 OR MORE. THE DOOR SHALL SWING TO FULL-OPEN
POSITION WHEN AN OPENING FORCE NOT TO EXCEED 15
POUNDS IS APPLIED.

EXIT DOORS FROM ROOMS CLASSIFIED AS A GROUP "A"

OCCUPANCY SHALL BE PROVIDED WITH PANIC / FIRE EXIT
HARDWARE.

UNLESS OTHERWISE NOTED, DOORS NOT LOCATED ON THE

PLANS BY DIMENSION SHALL BE CENTERED IN THE WALL OR
LOCATED 4" FROM THE FINISH WALL TO THE EDGE OF THE
DOOR BUCK.

ALL WOOD DOORS SHALL BE A.W.I OR W.I. CUSTOM GRADE
U.O.N.

SUBMIT DOOR, FRAME HARDWARE SCHEDULE AND

PRODUCT DATA FOR ARCHITECTS REVIEW PRIOR TO
COMMENCING WORK.

IN GROUPS A & B OCCUPANCIES, KEY-LOCKING HARDWARE

MAY BE USED ON THE MAIN EXIT WHERE THERE IS A SIGN
ADJACENT TO THE DOOR STATING "THIS DOOR MUST
REMAIN UNLOCKED DURING BUSINESS HOURS." NOTE, THIS

SIGN IS ONLY PERMITTED AT ONE MAIN EXIT FROM THE

BUILDING (WHICH IS A SINGLE OR PAIR OF DOORS AT A MAIN

EXIT SPACES / ENTRANCE), & THAT WITH THIS SIGN ONLY
KEY HARDWARE IS ALLOWED. FOR A OCCUPANCIES: SIGN
SHALL READ: "THIS DOOR SHALL REMAIN UNLOCKED
WHENEVER THIS BUILDING IS OCCUPIED."
GAPS UNDER EXTERIOR DOORS SHALL NOT EXCEED 1/4".

SELF-CLOSING DEVICES ARE REQUIRED ON ALL EXTERIOR
DOORS, SEE HARDWARE GROUPS.

THE BOTTOM 10" OF A DOOR OR GATE IN THE PATH OF
TRAVEL SHALL HAVE A SMOOTH SURFACE.

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

M.

N.

O.

GENERAL DOOR NOTES:

A.

B.

C.

LEGEND

DOOR NUMBERB
ST
07-31-2021
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4 SHEET TITLE AND NO.

ISSUE DATE
PROJECT:

CA REG.

Project Arch. --
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7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A2.6-0

DOOR SCHEDULE
NOTES
23604-01

DELTA REVISION DATE

BUILDING DOOR TYPES

TYPE A TYPE AA

TYPE C TYPE CC
TYPE B
TYPE D
TYPE 1TYPE G
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07-31-2021
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C R A E
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4 SHEET TITLE AND NO.

ISSUE DATE
PROJECT:

CA REG.

Project Arch. --
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7340 24TH STEET

BYPASS, SACRAMENTO,
CA 95822

MARTIN LUTHER
KING JR. LIBRARY

REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A2.6-1

DOOR SCHEDULE
23604-01

DOOR SCHEDULE
DOOR

NUMBER DOOR TYPE

DOOR GLAZING
TYPE

FRAME DETAILS

REMARKSWIDTH HEIGHT MATERIAL FINISH MATERIAL FINISH HEAD JAMB SILL HARDWARE Existing
001 AA 6' - 0" 7' - 0" HM PTD HM PTD 17
0 02 A 3' - 0" 8' - 9" HM PTD HM PTD 03 CR
101B I 15' - 8" 8' - 10" AL PTD AL PTD 20 CN, SLIDING ENTRY DOOR New Construction
003 D 3' - 0" 7' - 0" AL ANODIZED LAMINATED AL ANODIZED 02 CN 0 04 D 2' - 8" 7' - 0" AL ANODIZED TEMPERED AL ANODIZED 02 CN 005 D 3' - 0" 7' - 0" AL ANODIZED TEMPERED AL ANODIZED 01 006 D 3' - 0" 7' - 0" AL ANODIZED TEMPERED AL ANODIZED 01 007 D 3' - 0" 7' - 0" AL ANODIZED TEMPERED AL ANODIZED 02 CR, OFFSET SADDLE THRESHOLD 008 GATE 3' - 0" 7' - 0" WD PTD WD PTD 22 SEE A1.2-1 FOR DETAILS 009 GATE 3' - 6" 6' - 0" STEEL PTD STEEL PTD 23 ALT. A.-01 GATE PER METAL FENCE

MANUFACTURER, EGRESS HARDWARE
101 B 3' - 0" 7' - 0" WD PTD TEMPERED HM PTD 07 CR
101A I 15' - 8" 8' - 10" AL ANODIZED LAMINATED AL ANODIZED 20 CN, SLIDING ENTRY DOOR 102 C 3' - 0" 7' - 0" WD PTD LAMINATED HM PTD 10 CR,
102A AA 4' - 0" 7' - 0" WD SDN HM PTD 18
102B AA 4' - 0" 7' - 0" WD SDN HM PTD 18
103 A 2' - 0" 7' - 0" WD SDN HM PTD 06 CN
104 AA 5' - 4" 7' - 0" WD SDN HM PTD 19
105 A 3' - 0" 7' - 0" WD SDN HM PTD 11 VACANT/OCCUPIED DISPLAYED ON LOCK 106 G 5' - 10" 8' - 0" PTD 21 ALPINE DAWN-GRILLE - MOTORIZED 107 A 3' - 0" 7' - 0" WD SDN HM PTD 05 CN
108 A 3' - 0" 7' - 0" WD SDN HM PTD 09
109 A 3' - 0" 7' - 0" WD SDN HM PTD 09 CR, VACANT/OCCUPIED DISPLAYED ON LOCK 113 D 3' - 0" 8' - 4 1/8" AL ANODIZED TEMPERED AL ANODIZED 04 114 D 3' - 0" 8' - 4 1/8" AL ANODIZED TEMPERED AL ANODIZED 04 116A CC 6' - 0" 8' - 6 1/8" AL ANODIZED TEMPERED AL ANODIZED 15 CR 116B CC 6' - 0" 8' - 6 1/8" AL ANODIZED TEMPERED AL ANODIZED 14 117 D 3' - 0" 8' - 4 3/4" AL ANODIZED TEMPERED AL ANODIZED 04 119 C 3' - 0" 7' - 0" WD PTD LAMINATED HM PTD 13 ACOUSTICAL RATED DOOR STC 40 120 B 3' - 0" 7' - 10" AL ANODIZED TEMPERED AL ANODIZED 08 CR 121 B 3' - 0" 7' - 0" WD PTD TEMPERED HM PTD 12
123 A 3' - 0" 7' - 0" WD PTD HM PTD 11 VACANT/OCCUPIED DISPLAYED ON LOCK 124 A 3' - 0" 7' - 0" WD PTD HM PTD 16 CR

CR - CARD READER

CN - NARROW CARD READER
A
1 DELTA REVISION DATE
A Addendum A 09/13/2024
1 Back Check 1 11/01/2024
(E) FIRST FLOOR
0"
1 (E) B.O LOWER
ROOF
9' - 2"
(E) T.O HIGHER

ROOF PLATE
15' - 0"
(E) T. O HIGHER
ROOF
31' - 6"
2 53
0811A
0811A
0534
ALT. 01
4 E10
E11E12
E15 E14
E13
E05E04E06E07E08E09
0554
0643
(E) FIRST FLOOR
0"
1 (E) B.O LOWER
ROOF
9' - 2"
(E) T.O HIGHER

ROOF PLATE
15' - 0"
(E) T. O HIGHER
ROOF
31' - 6"
25 3
0811A
4 E32E33
E31 E30 E29
0317
0554
(E) FIRST FLOOR
0"
(E) B.O LOWER
ROOF
9' - 2"
1129
1102
4 0554
A8.0-2
2 EXTERIOR WALL FINISH LEGEND

EXISTING BRICK
EXISTING BOARD + BATTEN
ST
07-31-2021
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