Central Coast Community Energy (3CE) Executive Committee
August 19, 2026

Executive Committee
Meeting
August 19, 2026
11:30 AM
Central Coast Community Energy
20 Ryan Ranch Road, Suite 214
Monterey, CA 93940

REMOTE LOCATION VIA TELECONFERENCE
Any interested parties or community members may attend, and participate in, the meeting at the following addresses where Committee members may also join the meeting from:

City of Santa Cruz
City Hall
City Manager’s Conference Room
809 Center Street, Room 10
Santa Cruz, CA 95060
County of San Luis Obispo
District 3 Office
1055 Monterey Street
San Luis Obispo, CA 93408
City of Atascadero
City Hall
6500 Palma Ave
Atascadero, CA 93422
County of Santa Barbara
County Administration Building
Room 108, Large Conference Room
105 E Anapamu Street
Santa Barbara, CA 93101
Public may participate through ZOOM. For ZOOM participation please join by computer audio at:
https://us02web.zoom.us/j/88454432469
Or join by phone:
+1 669 900 6833 or +1 669 219 2599
Enter this Webinar ID Number: 884 5443 2469 when prompted. Please note there is no Participant Code, you will press # again after the recording prompts you.

You will be placed in the meeting as an attendee. To make a public comment:
 If joined by computer, please press the button to raise your hand  If joined by phone, please push *9 on your keypad
If you have anything that you wish to be distributed to the Committee, please provide 15 copies to the Board Clerk, who will distribute the information to the Committee members and staff.

The public may comment on the consent agenda and matters not listed on the agenda but within the Committee’s jurisdiction at the opening of the meeting. The Committee may not take action at this meeting on any item not listed on the Agenda other than to refer the matter to staff or set it for a future meeting.

The public may comment on a specific item listed on this agenda when the Committee considers that item. Speakers are limited to 3 minutes each.

In addition, members of the public may request and receive copies without undue delay of any documents that are distributed to the Committee, unless there is a specific exemption under the Public Records Act that prevents the disclosure of the record. (Cal. Gov’t Code Section 54957.5) In compliance with Government Code Section 54957.5, non-exempt writings that are distributed to a majority or all of the Committee in advance of a meeting and that relate to an agenda item will be made available at 3CE’s offices located at 20 Ryan Ranch Road, Suite 214, Monterey, CA 93940 during normal business hours and are also available on the 3CE website located at:
https://3cenergy.hylandcloud.com/203agendaonline

Welcome & Roll Call
Pledge of Allegiance
Corrections or Additions
The Clerk will announce agenda corrections or proposed additions of emergency, urgency, or continued items, which will be acted on by the Board as provided in Section 54954.2 of the California Government Code.

Public Comment on Items on the Consent Calendar and Items Not listed on the Agenda The public may address the Committee on the Consent Calendar and any matter within the jurisdiction of the Committee but not on the agenda.

Consent Items

1. Approve Executive Committee Meeting Minutes of May 20, 2026 Regular

2. Receive update on 3CE's 2026 Integrated Resource Compliance Plan

3. A.) Approve an office renovation capital improvement project at 3CE’s office located at 2601 Porter Street in Soquel; and
B.) Authorize the Chief Executive Officer to execute the construction proposal and all necessary vendor contracts, including furniture, fixtures, and equipment (FF&E), to implement the improvements at 2601 Porter Street in Soquel with a total budget not to exceed amount of $690,283.

4. Approve a Capital Improvement Project for 3CE’s Ryan Ranch Headquarters to implement workplace design services, improvements, and equipment in an amount not to exceed $200,000.

5. Support Policy Board authorizing the CEO to execute a clean energy purchase contract:
with California Community Choice Finance Authority and all ancillary documents and agreements to effectuate 3CE’s Second Energy Prepayment financing transaction Item 1
Executive Committee
May 20, 2026
11:30 AM
Central Coast Community Energy
70 Garden Court, Suite 300
Monterey, CA 93940
City of Atascadero
City Hall
6500 Palma Ave
Atascadero, CA 93422
City of Santa Cruz
City Hall
City Manager’s Conference Room
809 Center Street, Room 10
Santa Cruz, CA 95060
County of Santa Barbara
County Administration Building
105 East Anapamu Street,
BOS Conference Room, Fourth Floor
Santa Barbara, CA 93101

DRAFT MINUTES
The meeting was called to order at 11: 30 AM with four members attending from 3 locations and a quorum established.

Directors Present: County of Santa Barbara: Miyasato, Harmann City of Atascadero: Lewis
City of Santa Cruz: Huffaker (Chair)
Directors Absent: Daniels, Chair Keeley, Vice Chair Ortiz-Legg The Chair called for corrections or additions to the agenda:
 There were no corrections or additions to the agenda.

2 2
The Chair called for Public Comment on the Consent Calendar and items not listed on the agenda.
 There was no public comment.

CONSENT CALENDAR

1. Approved minutes from January 21, 2026, meeting of the Executive Committee.

2. Approved minutes from March 5, 2026, meeting of the Executive Committee.

MOTION: Moved by Director Hartmann, Seconded by Director Lewis to approve the Consent Calendar and minutes as submitted.

ACTION: The Motion Carried with a roll call vote: 4/0/3 AYES: Hartmann, Lewis, Miyasato, Huffaker
NOES: None
ABSENT: Daniels, Chair Keeley, Vice Chair Ortiz-Legg

REGULAR AGENDA

3. Presentation and Update on 3CE’s Regional Office Expansion.

The Chair opened the public comment period.
 There was no public comment.

The Chair closed the public comment period.

Action: Report received. No Action required.

4. Presentation on Legislative Affairs.

The Chair opened the public comment period.
 There was no public comment.

The Chair closed the public comment period.

Action: Report received. No Action required.

3 3

5. Presentation and Update on Integrated Resource Plan (IRP) Process The Chair opened the public comment period.
 There was no public comment.

The Chair closed the public comment period.

Action: Report received. No Action required.

Adjournment at 12:20 pm

Staff Report Item 2
TO: 3CE Executive Committee
FROM: Robert M. Shaw, Chief Executive Officer
PREPARED BY Brian Schinstock, Resource Planner
SUBJECT: Receive update on the 2026 Integrated Resource Compliance Plan DATE: August 19, 2026
RECOMMENDATION:

Receive update on the 2026 Integrated Resource Compliance Plan.

BACKGROUND:
3CE’s ambitious goal to reach 100% clean and renewable retail sales 15 years ahead of California’s statutory requirements must also meet the regulatory compliance requirements placed on 3CE as a load serving entity. One such requirement is the Integrated Resource Planning (IRP) exercise with a focus, like 3CE’s own procurement goals, of ensuring reliability, affordability, and clean resources. 2026 Integrated Resource Plan
The California Air Resources Board (CARB) is tasked with establishing a plan to reach greenhouse gas (GHG) reduction targets. This CARB GHG reduction objective is in line with 3CE’s own mission, which includes “reduction of GHG emissions”. The California Public Utilities Commission (CPUC) then establishes its own GHG reduction target within the CARB’s established range and administers the IRP process pursuant to California Public Utilities Code Section 454.52 to ensure that the state's load-serving entities (LSEs) collectively plan to meet this target.

On May 20, 2026, the Executive Committee received a presentation which included background on the IRP process and timeline. Through the IRP process, the CPUC requires each jurisdictional LSE, including investor-owned utilities, community choice aggregators, and electric service providers, to develop and submit long-term resource plans demonstrating how they will meet projected electricity demand while achieving California's greenhouse gas reduction targets, maintaining electric system reliability, and minimizing costs to customers. The CPUC reviews these individual plans alongside statewide modeling

to inform procurement decisions and establish a preferred system plan that guides future resource development and transmission planning.

The last completed cycle of individual IRP filings was submitted by jurisdictional LSEs on November 1, 2022, as part of the 2022–2023 IRP cycle. Since then, the CPUC has been conducting the 2024–2026 IRP cycle, with the next round of individual LSE IRP filings submitted on August 10, 2026.

As the electric power sector continues to transition toward cleaner energy sources, the IRP has become an increasingly important tool for integrating renewable energy, reducing greenhouse gas emissions, and enhancing grid resilience. By systematically evaluating resource alternatives and forecasting future system needs, the IRP helps utilities maintain reliable electric service while meeting environmental goals and minimizing long-term costs for consumers. Consequently, Integrated Resource Planning plays a critical role in guiding the modernization and sustainable development of electric power systems.

DISCUSSION/ANALYSIS:

The IRP process requires modeling and analysis of 3CE’s resource portfolio, which can then be leveraged to evaluate 3CE’s own 100% clean and renewable resources goal. Therefore, the first step for evaluating 3CE’s own 100% clean and renewable resources goal has been to complete the modeling and key takeaways from the 2026 IRP. Below are the initial results of this planning process. 2026 Integrated Resource Plan
The IRP provides a long-term roadmap for developing a resource portfolio that meets California's reliability, GHG reduction, and renewable energy requirements at the lowest modeled cost. As a planning exercise, the IRP reflects assumptions established by the CPUC and should not be interpreted as a procurement plan or prediction of future market conditions. 3CE's 2026 IRP forecasts the need to procure approximately 6,300 MW of new resources by 2045. The modeled portfolio is comprised of approximately 2% geothermal, 9% wind, 45% solar, and 43% energy storage, along with existing contracted resources. The 2026 IRP results, as compared to the prior 2022 IRP, demonstrate that achieving long-term compliance will require a more diversified portfolio of renewable generation and an increased percentage of energy storage. 2035 is shown as the comparison year because it was the final planning year included in the 2022 IRP.

Several factors are expected to influence how the portfolio evolves over time, including changes in customer load, resource costs, technology development, state procurement requirements, transmission availability, and market conditions. As these factors change, 3CE will continue to update its procurement strategy through future IRP cycles and ongoing resource planning efforts. Overall, the IRP confirms that 3CE can continue to meet California's long-term clean energy objectives while maintaining flexibility to adapt procurement decisions as conditions evolve.

Key Takeaways
Three primary takeaways emerge from the results of the 2026 Integrated Resource Plan (IRP), highlighting the regulatory and market factors that are shaping Central Coast Community Energy's (3CE) future resource procurement strategy.

1. Compliance requirements are driving procurement needs.

The 2026 IRP demonstrates that regulatory compliance has become the primary driver of resource procurement decisions. In the near- and medium-term, GHG emissions constraints have a greater influence on portfolio development than traditional cost optimization alone. The CPUC's Clean System Power (CSP) tool, which evaluates the hourly emissions performance of each load-serving entity's portfolio against state climate targets, identified additional long-duration and short-duration energy storage as necessary for 3CE to achieve compliance.

2. Storage and renewable generation will reach a 1:1 ratio within 3CE’s portfolio beyond 2026. 3CE’s storage and renewable generation are reaching a 1:1 ratio to increase reliability and ensure 3CE is not relying on the grid and emitting resources during times of stress. This ability to store clean and renewable generation to dispatch during high emission or grid stress periods is critical to meet reliability and emission reduction requirements. 45%
9% 11%

0.1%

0.1%
35%
2026: IRP: Year 2035 Resource Mix

3. Regulatory requirements are increasing portfolio costs and market competition.

California's regulatory framework continues to drive convergence in procurement strategies among LSEs. To satisfy requirements related to Resource Adequacy, Renewable Portfolio Standard (RPS) compliance, reliability, and GHG reduction targets, most LSEs are pursuing similar combinations of renewable generation and energy storage resources. This convergence intensifies competition for a limited supply of eligible resources. As demand for qualifying resources continues to outpace available supply, LSEs may face increased pricing pressure and reduced flexibility in achieving compliance while maintaining affordable customer rates.

Next Steps
For the 2026 IRP, next steps are broken down into three categories; Act Now, Monitor, and Explore.

Below is a description of each.
 Act Now includes continuing requests for proposals, prioritizing project development, and continuing scenario modeling.
 Monitoring includes tracking the Clean System Power tool requirements, resource cost curves, and curtailment trends.
 Explore includes reviewing ways to expand demand response, securing long-term resource adequacy, and evaluating long-duration energy storage.

For the 3CE 100% Clean and Renewable Goal, initial evaluation will leverage the existing analysis and modeling completed by the IRP process. It will focus on potential ways to integrate strategic flexibility in the procurement approach. The initial results of the 3CE 100% clean and renewable goal evaluation with strategic flexibility recommendations can be brought back to the Executive Committee for further direction.

FISCAL IMPACT:

Receipt of this update bears no financial impact on 3CE.

CONCLUSION:

The Executive Committee’s consideration and feedback will inform staff’s next steps for review of procurement planning.

ATTACHMENT(S):
 2026 Integrated Resource Plan Presentation Slide Deck

E X E C U T I VE C O M M I T T E E
Integrated Resource Plan Update
August 2026
Brian Schinstock

May 20, 2026 · EXECUTIVE COMMITTEE
Staff Presentation Recap
Integrated Resource Plan
• Background & Schedule
3CE | EXEC. COMMITTEE | AUG 2026 2
CARB
GHG Reduction
Targets
8 MMT by 2045, with
interim targets
CEC
IEPR Load Forecast
Demand Assumptions
→

CPUC IRP
Process
Preferred System Plan
Statewide Planning
Informs Procurement
Orders
→
LSE IRPs
(3CE)
Portfolio Planning
Procurement Strategy
→
CAISO
Transmission Planning
Reliability Studies
↑

PR ELI MI N A RY 2026 IR P
Results of Exercise
3CE | EXEC. COMMITTEE | AUG 2026 3

IRP RESULTS
Year 2035 Resource Mix, 2022 vs. 2026 IRP
61%
9%
3%

0.3%
27%
2022 IRP
45%
9%
11%

0.1%

0.1%
35%
2026 IRP
Solar Geothermal Wind
Large Hydro Biogas Storage
More storage, more diversity — similar overall capacity buildout. 3CE | EXEC. COMMITTEE | AUG 2026 4

IRP RESULTS · INSTALLED CAPACITY
1 : 1
Future storage to renewable buildout ratio
5 3CE | EXECUTIVE COMMITTEE | AUGUST 2026

KEY TAKEAWAYS
What the 2026 IRP Results Tell Us
Compliance is driving
procurement needs
The ratio of renewable
capacity to storage
capacity is increasing
Regulatory drivers are
increasing portfolio
costs and market
competition
3CE | EXEC. COMMITTEE | AUG 2026 6

I RP N E XT ST E PS
Act On, Monitor, Explore
3CE | EXEC. COMMITTEE | AUG 2026 7

Strategy: Act On
ACT ON › MONITOR › EXPLORE
Conduct a Request for Proposal
Prioritize project development
Continue scenario modeling
3CE | EXEC. COMMITTEE | AUG 2026 8

Strategy: Monitor
ACT ON › MONITOR › EXPLORE
Monitor Clean System Power (CSP) tool requirements
Monitor resource cost curves
Monitor curtailment trends
3CE | EXEC. COMMITTEE | AUG 2026 9

Strategy: Explore
ACT ON › MONITOR › EXPLORE
Expand flexible load and demand response
Secure long-term Resource Adequacy (RA) resources
Evaluate Long-Duration Energy Storage (LDES)
3CE | EXEC. COMMITTEE | AUG 2026 10

SCHEDULE
End of May
Finalize buildout &
scenario IRP
evaluation
Late July
Finalize IRP filing
materials
Early August
Submit IRP
to CPUC
CY2026 Q3/Q4
Update the 100%
Clean & Renewable
Goal
to the Executive
Committee
3CE | EXEC. COMMITTEE | AUG 2026 11

Questions
3CE | EXEC. COMMITTEE | AUG 2026 12

Staff Report Item 3
TO: 3CE Executive Committee
FROM: Robert M. Shaw, Chief Executive Officer
PREPARED BY: Dewayne Woods, Chief Operating Officer
SUBJECT: A.) Approve an office renovation capital improvement project at 3CE’s office located at 2601 Porter Street in Soquel; and B.) Authorize the Chief Executive Officer to execute the construction proposal and all necessary vendor contracts, including furniture, fixtures, and equipment (FF&E), to implement the improvements at 2601 Porter Street in Soquel with a total budget not to exceed amount of $690,283.

DATE: August 19, 2026
RECOMMENDATION:

This memorandum recommends that the Policy Board consider staff’s recommendation to:
a. Approve an office renovation capital improvement project at 3CE’s office located at 2601 Porter Street in Soquel; and
b. Authorize the Chief Executive Officer to execute the construction proposal and all necessary vendor contracts to implement the improvements at 2601 Porter Street in Soquel, including furniture, fixtures, and equipment, with a total budget not to exceed amount of $690,283.

BACKGROUND:

Geographically, Central Coast Community Energy (3CE) is one of the largest Community Choice Aggregators in California, covering 8,000 square miles across the counties of Santa Cruz, Monterey, San Benito, San Luis Obispo, and Santa Barbara. To establish a permanent operational presence in Santa Cruz County, 3CE acquired the office building located at 2601 Porter Street.

The building currently houses approximately 10 staff in a largely open, undivided floor plan.

While this open configuration has allowed staff to occupy the space on an interim basis, the building requires renovation to function effectively as a long-term office. In its present state, the

building lacks the enclosed offices, dedicated support rooms, and facilities — including a second restroom — needed to accommodate day-to-day operations and future staff growth.

To prepare the facility for long-term use, staff engaged Wald, Ruhnke & Dost Architects to develop construction drawings and solicited a firm fixed-price construction proposal from Newton Construction & Management. Staff leveraged project management experience gained from the agency’s recent capital projects to guide the preliminary design and procurement phase.

DISCUSSION/ANALYSIS:

The proposed project will convert the existing open-floor plan into a functional, code-compliant office environment suitable for long-term occupancy. Consistent with 3CE’s electrification and emissions-reduction objectives, the building is fully electric.

Scope of Work
The renovation, as detailed in the attached scope of work and drawings, includes the following:
• Offices and interior spaces: Subdividing the existing open office area, conference room, and mezzanine to one large conference room, four individual offices, a dedicated IT/data room, and reconfigured circulation on the first and second floors. • Second restroom: Adding a new, fully accessible restroom on the first floor, including plumbing, fixtures, tile, and bathroom accessories.
• Mechanical ventilation: Installing energy recovery ventilators, ductwork, and exhaust to provide fresh-air supply and exhaust throughout the newly enclosed spaces. • Finishes and infrastructure: New carpet and flooring, framing and drywall, interior doors, paint, electrical and lighting upgrades, fire sprinkler and fire alarm modifications, and accessibility improvements including handrails at the building entry.

Primary Cost Driver — Fresh-Air Ventilation
Enclosing the previously open floor area into individual offices and support rooms triggered California and County of Santa Cruz building and mechanical code requirements for mechanical ventilation — specifically, fresh-air intake and exhaust to provide continuous airflow in and out of each newly enclosed space. Meeting this requirement will necessitate the installation of energy recovery ventilation equipment and associated ductwork, which represents the single largest cost component of the project. Because these systems are integral to code compliance and cannot be deferred, they are included in the base construction scope.

Furniture, Fixtures, and Equipment (FF&E)
Once construction is complete, the newly configured offices and support spaces will need to be outfitted with furniture, fixtures, and equipment — including workstations, desks, seating, and related furnishings — to be fully functional for staff. Staff request authorization for FF&E

procurement in an amount not to exceed $100,000, to be executed through separate vendor contracts.

Project and Budget
Pending Board approval and execution of the construction proposal, staff anticipate that design finalization, permitting, construction, and commissioning will be completed by the middle of 2027. The total budget for the project is a not-to-exceed amount of $690,283, comprising the $590,283 construction proposal and up to $100,000 for FF&E.A budget breakdown is shown in the following:

Project Component Cost
Allowance (plan-check changes — casework, handrails, fire extinguisher)
$50,000
Demolition $22,790
Framing / Drywall $111,396
Doors $60,625
HVAC / Fresh-Air Ventilation $122,501
Plumbing $56,591
Electrical $41,127
Carpet / Flooring $55,200
Tile $26,051
Painting $24,711
Casework $2,818
Specialties $2,198
Signage $1,567
Bond $12,707
Construction Subtotal (Firm Fixed Price) $590,283
Furniture, Fixtures & Equipment (FF&E) — not to exceed $100,000 Total Not-to-Exceed $690,283
Component figures are rounded to the nearest dollar; the construction subtotal reflects the contractor’s firm fixed price of $590,283.14.

CONTRACT AUTHORIZATION:

Staff request authorization to proceed with the execution of the construction proposal and all necessary vendor contracts to complete the renovation. The construction contract will be awarded to Newton Construction & Management, procured through the Sourcewell EZIQC cooperative purchasing contract (No. CA-R5-GB-101723-NCM), which allows the Agency to obtain construction services through a competitively solicited cooperative contract. FF&E will be procured through separate vendor contracts within the authorized not-to-exceed amount; more details are provided in a related staff report regarding the vendor, One Workspace FISCAL IMPACT:

The total not-to-exceed cost of $690,283 includes $590,283 for construction and up to $100,000 for FF&E. These costs will be funded through the Agency’s FY 2026 –2027 capital / facilities budget.

CONCLUSION:

Renovating the 2601 Porter Street office will convert the building from an interim, open work environment into a functional, code-compliant, long-term office.

ATTACHMENT(S):

Newton Construction & Management — Detailed Scope of Work and Contractor’s Price Proposal, 2601 Porter Street, Soquel (dated July 23, 2026).

Work Order Signature Document
EZIQC Contract No.: CA-R5-GB-101723-NCM
Central Coast Community Energy TI Soquel
New Work Order
154778.00
Modify an Existing Work Order
Work Order Title:

Work Order Number.: Work Order Date:

X
07/23/2026
Contractor Name:

Contact:

Phone:

Contact:

Phone:

Darin Terrazas
805-544-5583
Owner Name: Central Coast Community Energy
Dewayne Woods
(831) 641-7210
Newton Construction & Management
Work to be Performed
Work to be performed as per the Final Detailed Scope of Work Attached and as per the terms and conditions of Sourcewell EZIQC Contract No CA-R5-GB-101723-NCM.

Brief Work Order Description:

Central Coast Community Energy TI Soquel
Liquidated Damages Will apply: Will not apply:

Estimated Completion Date:

Time of Performance Estimated Start Date:

X
Work Order Firm Fixed Price: $590,283.14
Owner Purchase Order Number:

Approvals
Central Coast Community Energy Date Contractor Date

2.00

7/23/2026
Work Order Signature Document

3.00 Detailed Scope of Work
To: Darin Terrazas From: Dewayne Woods
Newton Construction & Management Central Coast Community Energy 2436 Broad St 70 Garden Court
San Luis Obispo, CA 93401 Monterey, CA 93940
805-544-5583 (831) 641-7210
Work Order Number:

Date Printed: July 23, 2026
154778.00
Work Order Title: Central Coast Community Energy TI Soquel Brief Scope: Central Coast Community Energy TI Soquel
Preliminary Revised X Final
The following items detail the scope of work as discussed at the site. All requirements necessary to accomplish the items set forth below shall be considered part of this scope of work.

See attached.

Subject to the terms and conditions of EZIQC Contract CA-R5-GB-101723-NCM.

Contractor Date
Central Coast Community Energy Date

7/23/2026
Scope of Work

4.00 Contractor's Price Proposal - Summary
Owner PO #:

Central Coast Community Energy TI Soquel
154778.00
IQC Master Contract #: CA-R5-GB-101723-NCM
Work Order #:

Title:

Re:

Date: July 23, 2026
Proposal Value:

Contractor: Newton Construction & Management
$590,283.14
Allowance $50,000.00
Bond $12,706.68
Carpet $55,199.83
Casework $2,818.39
Demolition $22,790.07
Doors $60,625.31
Drywall/Framing $111,396.47
Electrical $41,126.73
HVAC $122,501.43
Painting $24,710.69
Plumbing $56,591.36
Signage $1,567.13
Specialties $2,197.96
Tile $26,051.09
Proposal Total
Thisl total represents the correct total for the proposal. Any discrepancy between line totals, sub-totals and the proposal total is due to rounding.
$590,283.14
The Percentage of NPP on this Proposal: %

7/23/2026
Contractor's Price Proposal - Summary

5.00 Contractor's Price Proposal - Detail
Central Coast Community Energy TI Soquel
154778.00
IQC Master Contract #: CA-R5-GB-101723-NCM
Work Order #:

Owner PO #:

Title:

Re:

Date: July 23, 2026
Proposal Value:

Contractor: Newton Construction & Management
$590,283.14
Labor Equip. Material (Excludes)
Sect. Item Mod. UOM Description Line Total
Allowance
01 22 16 00 0002 Reimbursable FeesReimbursable Fees will be paid to the contractor for eligible costs as directed by Owner. Insert the appropriate quantity to adjust the base cost to the actual Reimbursable Fee. If there are multiple Reimbursable Fees, list each one separately and add a comment in the "note" block to identify the Reimbursable Fee (e.g. sidewalk closure, road cut, various permits, extended warranty, expedited shipping costs, etc.). A copy of each receipt, invoice, or proof of payment shall be submitted with the Price Proposal. 1 EA $50,000.00
Installation x x = 50,000.00
Quantity Unit Price Factor Total
50,000.00 1.00 1.0000
Allowance for plan check 3 changes
Subtotal for Allowance $50,000.00
Bond
01 22 16 00 0002 Reimbursable FeesReimbursable Fees will be paid to the contractor for eligible costs as directed by Owner. Insert the appropriate quantity to adjust the base cost to the actual Reimbursable Fee. If there are multiple Reimbursable Fees, list each one separately and add a comment in the "note" block to identify the Reimbursable Fee (e.g. sidewalk closure, road cut, various permits, extended warranty, expedited shipping costs, etc.). A copy of each receipt, invoice, or proof of payment shall be submitted with the Price Proposal. 2 EA $12,706.68
Installation x x = 12,706.68
Quantity Unit Price Factor Total
11,551.53 1.00 1.1000
bond
577576.46@2%
Subtotal for Bond $12,706.68
Carpet
03 54 16 00 0002 1/8" Thick Self Leveling Cementitious Underlayment For FloorsIncluding Surface Preparation
3 SF $1,333.76
Installation x x = 1,333.76
Quantity Unit Price Factor Total
525.60 2.08 1.2200
1/8" self-leveling cementitious underlayment to repair minor floor irregularities and provide a suitable substrate for carpet tile installation. (Estimated 20% of surface area) 4 06 46 19 00 0004 LF 3-1/2" High White Pine Base Molding, All Dimensions Are Nominal $4,121.28 Installation x x = 4,121.28
Quantity Unit Price Factor Total
415.00 8.14 1.2200
Base for new carpet areas. Closest comparable option to MDF wall base. 09 01 60 91 0012 Grinding Of Existing Concrete Floor Prior To Installation Of FlooringUp to 1/8" of material per pass
5 SY $1,836.42
Installation x x = 1,836.42
Quantity Unit Price Factor Total
146.00 10.31 1.2200
Grinding of concrete floor to prep carpet install. (estimated 50% of surface area) 09 05 61 13 0005 >1,000 To 3,000 SF, Water Vapor Emission Control System (Koster VAP 1-2000)Clear
6 SF $22,058.09
Installation x x = 22,058.09
Quantity Unit Price Factor Total
2,470.00 7.32 1.2200
Vapor Barrier below carpet to prevent moisture intrusion from base slab

7/23/2026
Contractor's Price Proposal - Detail

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 154778.00
Central Coast Community Energy TI Soquel
Carpet
7 09 68 13 00 0238 SY ORNATE ECOWORX® 32 Ounce, Patterned, Nylon Carpet Tile $25,850.28 Installation x x = 25,850.28
Quantity Unit Price Factor Total
275.00 77.05 1.2200
(2,470 sf) Closest in composition and design to that called for in plans: CARPET

BENTLEY
LUCKY BREAK 6LBT20AA1K
CHECKMATE 400846
18" X 36" - ASHLAR INSTALL
Subtotal for Carpet $55,199.83
Casework
01 31 33 00 0014 Minimum Charge For Painter, OrdinaryThis task should not be used in conjunction with any other tasks utilizing this labor trade, unless approved by owner. Task quantity is 1, unless approved by owner.
8 EA $870.88
Installation x x = 870.88
Quantity Unit Price Factor Total

1.00 713.84 1.2200
Charge to paint cabinets off site before installation
06 41 13 00 0340 36" Wide, 35" High x 23-3/4" Deep, Single Drawer and Double Door, Solid Wood Face Frame, Decorative Laminate Veneer Door and Drawer Front, Base Cabinet
9 EA $1,365.72
Installation x x = 1,365.72
Quantity Unit Price Factor Total

2.00 559.72 1.2200
used for section of casework in kitchen to be rebuilt
10 12 36 23 13 0002 SF Plastic Laminate Countertop Without Backsplash $581.79 Installation x x = 581.79
Quantity Unit Price Factor Total

24.00 19.87 1.2200
Subtotal for Casework $2,818.39
Demolition
01 22 20 00 0023 LaborerFor tasks not included in the Construction Task Catalog® and as directed by owner only.
11 HR $9,041.66
Installation x x = 9,041.66
Quantity Unit Price Factor Total

80.00 92.64 1.2200
2 Laborers 1 week used to disassemble and sorting of partition to recyclables and trash per recycling requirements
12 01 22 23 00 0155 WK Up To 2,000 CFM, Portable Negative Air Machine $1,097.10 Installation x x = 1,097.10
Quantity Unit Price Factor Total

2.00 449.63 1.2200
01 74 19 00 0014 20 CY Dumpster (3 Ton) "Construction Debris"Includes delivery of dumpster, rental cost, pick-up cost, hauling, and disposal fee. Non-hazardous material. 13 EA $796.48
Installation x x = 796.48
Quantity Unit Price Factor Total

1.00 652.85 1.2200
used for non recyclables
01 74 19 00 0017 10 CY Low-Boy Dumpster "Concrete Or Asphalt Only"Includes delivery of dumpster, rental cost, pick-up cost, hauling, and disposal fee. Concrete or asphalt only.
14 EA $996.65
Installation x x = 996.65
Quantity Unit Price Factor Total

1.00 816.93 1.2200
used for demolished concrete

7/23/2026
Contractor's Price Proposal - Detail

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 154778.00
Central Coast Community Energy TI Soquel
Demolition
01 74 19 00 0018 15 CY Low-Boy Dumpster Clean RecyclableFor clean dirt, rock, concrete brick or asphalt with no trash or organics. Includes service to deliver and pick-up dumpster, hauling, rental and disposal fee.
15 EA $1,087.56
Installation x x = 1,087.56
Quantity Unit Price Factor Total

1.00 891.44 1.2200
Represents dumpster for clean steel recycling
02 41 16 13 0003 Up To 2,000 SF Commercial Building Interior Demolition, Gutting And Placing Into Dumpster Or Truck
16 GSF $7,649.40
Installation x x = 7,649.40
Quantity Unit Price Factor Total
500.00 12.54 1.2200
Building SF where demolition is occuring
17 02 41 16 13 0027 CF Reinforced Concrete Foundation Demolition $706.01 Installation x x = 706.01
Quantity Unit Price Factor Total

30.00 19.29 1.2200
Used for bathroom concrete demo post-saw cutting
02 41 19 13 0058 Minimum Charge For Saw CutFor projects where the total saw cutting charge is less than the minimum charge, use this task exclusively. This task should not be used in conjunction with any other tasks in this section. 18 EA $1,415.21
Installation x x = 1,415.21
Quantity Unit Price Factor Total

1.00 1,160.01 1.2200
Used for bathroom concrete foundation sawcut
Subtotal for Demolition $22,790.07
Doors
08 05 13 00 0008 For >10 SF, Factory Installed 20 Gauge Galvannealed Steel Frame With 3/8" Glazing Pocket For Vision Glass In Door, Add
19 EA $5,463.43
Installation x x = 5,463.43
Quantity Unit Price Factor Total

9.00 497.58 1.2200
Used for door pockets for french door style glazing
08 12 13 13 0008 3' x 6'-8" Through 7'-2" High, 4-3/4" Deep, 16 Gauge, Knock Down Hollow Metal Door Frame
20 EA $8,372.53
Installation x x = 8,372.53
Quantity Unit Price Factor Total

7.00 980.39 1.2200
Used for single doors frames
08 12 13 13 0015 6' x 6'-8" Through 7'-2" High, 4-3/4" Deep, 16 Gauge, Knock Down Hollow Metal Door Frame
21 EA $1,453.76
Installation x x = 1,453.76
Quantity Unit Price Factor Total

1.00 1,191.61 1.2200
Used for double door frame
08 13 13 13 0018 3' x 7' x 1-3/4", 20 Gauge, Level 1 Standard Duty, Honeycomb Core, Hollow Metal Door
22 EA $6,714.82
Installation x x = 6,714.82
Quantity Unit Price Factor Total

9.00 611.55 1.2200
Used for interior doors. 7 single and 1 double
08 71 11 00 0024 4-1/2" x 4-1/2" Standard Duty, Half Mortise, Ball Bearing, Brass/Bronze, Satin Chrome Finish Hinge
23 PR $2,732.04
Installation x x = 2,732.04
Quantity Unit Price Factor Total

13.50 165.88 1.2200
Used for 9 doors requiring hinges. 9 x 1.5 = 13.5
24 08 71 11 00 0480 EA 1-5/16" Overall Height, Satin Nickel Finish, Brass Floor Stop (Ives FS430) $689.54 Installation x x = 689.54
Quantity Unit Price Factor Total

9.00 62.80 1.2200
Used for interior doors. 7 single and 1 double

7/23/2026
Contractor's Price Proposal - Detail

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 154778.00
Central Coast Community Energy TI Soquel
Doors
08 71 11 00 2298 Passage/Closet F36 Pre-Assembled Latchset (Corbin Russwin UT5210)Both sides always unlocked.
25 EA $21,733.15
Installation x x = 21,733.15
Quantity Unit Price Factor Total

9.00 1,979.34 1.2200
Used for interior doors. 7 single and 1 double
08 71 11 00 2347 Surface Mounted Multi-Size Unitrol Door Closer, Aluminum Finish (Norton UNI8501-689)
26 EA $7,919.43
Installation x x = 7,919.43
Quantity Unit Price Factor Total

9.00 721.26 1.2200
Used for interior doors. 7 single and 1 double
08 71 11 00 2468 Single Cylinder Deadbolt, Key One Side, Knob One SideCylindrical, ANSI Grade 2, interchangeable core, bright brass or satin chromium finish. 27 EA $2,252.66
Installation x x = 2,252.66
Quantity Unit Price Factor Total

9.00 205.16 1.2200
Used for interchangeable core locking mechanism in all doors. 08 72 33 00 0157 1/2" x 1/4", Silicon Compression Bulb, Adhesive Backed Perimeter Gasketing Weather-Strip (Pemko S88)
28 LF $215.43
Installation x x = 215.43
Quantity Unit Price Factor Total

27.00 6.54 1.2200
3' per door x 9 doors = 27LF of gasketing
08 72 43 00 0155 3-1/2" Width, 23/32" Height, Carpet To Concrete, Vinyl Transition Threshold (Pemko V2320BL)
29 LF $571.95
Installation x x = 571.95
Quantity Unit Price Factor Total

9.00 52.09 1.2200
Carpet transitions for two doors into kitchenette. 1 double door & 1 single door = 9 LF 30 08 81 23 13 0015 SF 1/4" Thick, Tempered, Clear Float Factory Installed Glass $2,506.57 Installation x x = 2,506.57
Quantity Unit Price Factor Total
121.50 16.91 1.2200

13.5 SF of glazing per door x 9 = 121.5
Subtotal for Doors $60,625.31
Drywall/Framing
01 22 20 00 0006 CarpenterFor tasks not included in the Construction Task Catalog® and as directed by owner only.
31 HR $19,626.38
Installation x x = 19,626.38
Quantity Unit Price Factor Total
120.00 134.06 1.2200
used for modifying existing framing for tie-in, added framing work around beams and adding backing for restroom accessories. authorized by owner
01 22 20 00 0009 Drywall FinisherFor tasks not included in the Construction Task Catalog® and as directed by owner only.
32 HR $17,736.36
Installation x x = 17,736.36
Quantity Unit Price Factor Total
120.00 121.15 1.2200
3 finishers1 week matching existing wall finish texture. includes floating out at wall connections to existing and blending
33 01 22 23 00 0054 MO 17' Electric, Scissor Platform Lift $3,815.57 Installation x x = 3,815.57
Quantity Unit Price Factor Total

4.00 781.88 1.2200
used for aiding in drywall install, full height wall framing and electrical 2 lifts 2 months

7/23/2026
Contractor's Price Proposal - Detail

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 154778.00
Central Coast Community Energy TI Soquel
Drywall/Framing
01 71 13 00 0002 First 25 Miles, Equipment Delivery, Pickup, Mobilization And Demobilization Using A Rollback Flatbed TruckIncludes loading, tie-down of equipment, delivery of equipment, off loading on site, rigging, dismantling, loading for return and transporting away. For equipment such as trenchers, skid-steer loaders (bobcats), industrial warehouse forklifts, sweepers, scissor platform lifts, telescoping and articulating boom man lifts with up to 40' boom lengths, etc.
34 EA $1,207.63
Installation x x = 1,207.63
Quantity Unit Price Factor Total

2.00 494.93 1.2200
Delivery of lifts
35 01 74 19 00 0022 MO Ramped Concrete Washout BinIncludes delivery. $1,645.05 Installation x x = 1,645.05
Quantity Unit Price Factor Total

2.00 674.20 1.2200
Washout bin used for concrete patch back and cleaning of drywall tools 01 74 19 00 0024 Vacuum, Pickup, Swap And Dump, Concrete Washout BinIncludes vacuum the liquid from the full bin and pick up the bin, and recycle all material. An empty bin will be left at the site if the project is not completed. 36 EA $3,384.38
Installation x x = 3,384.38
Quantity Unit Price Factor Total

2.00 1,387.04 1.2200
swap out after concrete
37 06 46 29 00 0032 SF 5/8" Thick, Fire Rated, Exterior Ceiling Gypsum Board Soffit $666.12 Installation x x = 666.12
Quantity Unit Price Factor Total
120.00 4.55 1.2200
24"x24" soffit
38 07 21 16 00 0033 SF 3-1/2" Kraft Faced, R-11 Mineral Wool Flexible Insulation $5,058.99 Installation x x = 5,058.99
Quantity Unit Price Factor Total
2,291.00 1.81 1.2200
Wall insulation in new walls in first and second floor 138 LF of wall 12ft high plus hard lid ceiling. see A701 39 07 21 16 00 0033 0368 For >1,600, Deduct -$586.95
Installation x x = -586.95
Quantity Unit Price Factor Total
2,291.00 -0.21 1.2200
40 07 92 19 00 0002 CLF 1/4" x 1/4" Joint, Acoustical Sealant $1,019.63 Installation x x = 1,019.63
Quantity Unit Price Factor Total

2.00 417.88 1.2200
Sealant for new walls on first and second floors
41 07 92 19 00 0002 0092 For Up To 6 CLF, Add $54.19
Installation x x = 54.19
Quantity Unit Price Factor Total

2.00 22.21 1.2200
09 22 16 13 0012 6" Width, 16" On Center, 20 Gauge, Non-Load Bearing, Non-Structural, Galvanized Steel Stud Framing With Tracks And Runners
42 SF $22,108.61
Installation x x = 22,108.61
Quantity Unit Price Factor Total
2,291.00 7.91 1.2200
138 LF of wall 12ft high plus hard lid ceiling
43 09 22 16 13 0012 0002 For Walls >10' High, Add $3,658.58 Installation x x = 3,658.58
Quantity Unit Price Factor Total
1,898.00 1.58 1.2200
44 09 22 16 13 0012 0004 For Soffit, Columns Or Beams >10' High, Add $1,606.36 Installation x x = 1,606.36
Quantity Unit Price Factor Total
353.00 3.73 1.2200

7/23/2026
Contractor's Price Proposal - Detail

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 154778.00
Central Coast Community Energy TI Soquel
Drywall/Framing
45 09 22 16 13 0012 0012 For >1,000, Deduct -$2,571.42
Installation x x = -2,571.42
Quantity Unit Price Factor Total
2,291.00 -0.92 1.2200
46 09 23 13 00 0004 LF Vinyl Expanded Flange Casing Bead For Plaster Applications $4,166.25 Installation x x = 4,166.25
Quantity Unit Price Factor Total
612.00 5.58 1.2200
51 corner applications 12 ft length
47 09 23 13 00 0015 SF Skim Coat One Coat Gypsum Plaster On Walls $8,450.21 Installation x x = 8,450.21
Quantity Unit Price Factor Total
4,680.00 1.48 1.2200
Base coat for new 138lf of walls 2 sided+ new cielings plus 2' of wall floating at connections to existing (22) 48 09 23 13 00 0016 SF For Each Additional Coat Over One, Skim Coat Gypsum Plaster On Walls $12,332.74 Installation x x = 12,332.74
Quantity Unit Price Factor Total
9,360.00 1.08 1.2200
Two top coats for new 138lf of walls 2 sided+ new cielings plus 2' of wall floating at connections to existing (22) 49 09 29 10 00 0009 SF 5/8" Type X Fire Rated Gypsum Board $6,540.35 Installation x x = 6,540.35
Quantity Unit Price Factor Total
2,291.00 2.34 1.2200
gypsum plaster for new 138lf of walls 2 sided+ new ceilings plus 2' of wall floating at connections to existing (22)
50 09 29 10 00 0009 0050 For Horizontal Installation Up To 10' High, Add $258.40 Installation x x = 258.40
Quantity Unit Price Factor Total
353.00 0.60 1.2200
51 09 29 10 00 0009 0052 For Walls >10' High, Add $391.30 Installation x x = 391.30
Quantity Unit Price Factor Total
2,291.00 0.14 1.2200
52 09 29 10 00 0009 0055 For >1,536, Deduct -$475.15
Installation x x = -475.15
Quantity Unit Price Factor Total
2,291.00 -0.17 1.2200
09 29 10 00 0039 >10' High, Walls, Tape, Spackle And Finish Gypsum BoardUse this task for the entire wall area when the wall is >10' high.
53 SF $480.55
Installation x x = 480.55
Quantity Unit Price Factor Total
331.00 1.19 1.2200
Tall wall on second floor
54 09 29 10 00 0041 SF Up To 10' High, Ceilings, Tape, Spackle And Finish Gypsum Board $359.70 Installation x x = 359.70
Quantity Unit Price Factor Total
252.00 1.17 1.2200
Ceilings
55 09 29 10 00 0041 0043 For >128 To 320, Add $86.08
Installation x x = 86.08
Quantity Unit Price Factor Total
252.00 0.28 1.2200
56 09 29 10 00 0051 LF Corner Bead, Galvanized Steel For Gypsum Board $352.75 Installation x x = 352.75
Quantity Unit Price Factor Total

61.00 4.74 1.2200
For soffits and corners
57 09 29 10 00 0051 0013 For Up To 100, Add $23.81
Installation x x = 23.81
Quantity Unit Price Factor Total

61.00 0.32 1.2200

7/23/2026
Contractor's Price Proposal - Detail

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 154778.00
Central Coast Community Energy TI Soquel
Subtotal for Drywall/Framing $111,396.47
Electrical
01 22 20 00 0010 Electrician, Inside WiremanFor tasks not included in the Construction Task Catalog® and as directed by owner only.
58 HR $10,074.27
Installation x x = 10,074.27
Quantity Unit Price Factor Total

80.00 103.22 1.2200
used for Tracing of existing systems, safe off, pulling back wiring and preparing for new work. rework of existing panel for added loads. 2 electricians 1 week
59 23 09 23 53 0308 EA Ceiling Mounted Occupancy Sensor $2,801.66 Installation x x = 2,801.66
Quantity Unit Price Factor Total

6.00 382.74 1.2200
23 34 16 00 0253 70 CFM, Ceiling/Wall Mounted, Polymeric Intake Grille, Light Duty Exhaust Fan Without Light (Broan® 671)
60 EA $180.13
Installation x x = 180.13
Quantity Unit Price Factor Total

1.00 147.65 1.2200
New restroom exhaust fan
26 09 23 00 0452 2,000 SF 360 Degree Coverage, Line Voltage, 40 KHZ Ultrasonic, Ceiling Mounted Occupancy Sensor (Watt Stopper UT-355-3)
61 EA $1,632.85
Installation x x = 1,632.85
Quantity Unit Price Factor Total

5.00 267.68 1.2200
26 51 13 00 0021 3 Lamp Vanity Light, Wall Mounted, Glass Globe, Compact Fluorescent/Incandescent Fixture (Progressive P2708)
62 EA $310.81
Installation x x = 310.81
Quantity Unit Price Factor Total

1.00 254.76 1.2200
New vanity light in new restroom
63 26 51 16 00 0012 EA 4 T8 Lamps, 1' x 4', Surface Mounted, Wraparound Fluorescent Fixture $3,938.86 Installation x x = 3,938.86
Quantity Unit Price Factor Total

9.00 358.73 1.2200
New lights first floor
26 52 13 16 0002 Single Face, Thermoplastic Housing, LED Exit Sign (Lithonia LQM-S-W-3-R-120/277-M6)
64 EA $454.01
Installation x x = 454.01
Quantity Unit Price Factor Total

2.00 186.07 1.2200
New exit signs
26 56 19 00 0285 48" Length, Fixed Surface Mount, LED Façade Fixture (lumenpulse™ lumenfacade™)
65 EA $21,734.14
Installation x x = 21,734.14
Quantity Unit Price Factor Total

9.00 1,979.43 1.2200
Subtotal for Electrical $41,126.73
HVAC
01 22 20 00 0039 Sheet Metal WorkerFor tasks not included in the Construction Task Catalog® and as directed by owner only.
66 HR $19,682.41
Installation x x = 19,682.41
Quantity Unit Price Factor Total
128.00 126.04 1.2200
Evaluation of existing equipment 2 techs 1 day equipment, 2 Techs 7 days hanging ductwork 67 08 31 13 00 0006 EA 24" x 18" Fire Rated Stainless Steel Access Door With Cam Latch $890.84 Installation x x = 890.84
Quantity Unit Price Factor Total

1.00 730.20 1.2200
Access panel

7/23/2026
Contractor's Price Proposal - Detail

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 154778.00
Central Coast Community Energy TI Soquel
HVAC
23 05 16 00 0334 2" x 10" 2 Arch, Flanged, Nitrile, Nitrile/Neoprene, Ethylene Propylene Diene Monomer (EPDM), Neoprene/Natural Or Natural/Neoprene Tube And Cover Expansion Joint Tube And Cover Expansion Joint (Mercer 502Ni, 502NiN, 502E, 502NR or 502RN)
68 EA $18,981.78
Installation x x = 18,981.78
Quantity Unit Price Factor Total

12.00 1,296.57 1.2200
Expansion Joint connections at ERV connections
69 23 05 17 00 0013 EA 4" Steel Pipe Sleeve With Link Seals $709.89 Installation x x = 709.89
Quantity Unit Price Factor Total

2.00 290.94 1.2200
Duct shroud at penetrations from exposed to above ceiling 70 23 05 17 00 0014 EA 6" Steel Pipe Sleeve With Link Seals $2,073.71 Installation x x = 2,073.71
Quantity Unit Price Factor Total

4.00 424.94 1.2200
Duct shroud at penetrations from exposed to above ceiling 71 23 05 17 00 0015 EA 10" Steel Pipe Sleeve With Link Seals $992.81 Installation x x = 992.81
Quantity Unit Price Factor Total

1.00 813.78 1.2200
Duct shroud at penetrations from exposed to above ceiling 72 23 05 48 13 0003 EA 115 Lb. Capacity, Unhoused Steel Spring Isolator $1,823.56 Installation x x = 1,823.56
Quantity Unit Price Factor Total

12.00 124.56 1.2200
ERV vibration isolators
73 23 05 93 00 0008 EA Balancing Fan Section Exhaust $3,725.15 Installation x x = 3,725.15
Quantity Unit Price Factor Total

6.00 508.90 1.2200
Balance ERV1-3 exhaust side and intake side
74 23 05 93 00 0026 EA Balance Dampers $866.20
Installation x x = 866.20
Quantity Unit Price Factor Total

20.00 35.50 1.2200
Balance dampers
75 23 07 13 00 0023 SF 2" Thick, 4.253 Lb./CF, FSK Rigid Fiber Glass Board Insulation $11,087.60 Installation x x = 11,087.60
Quantity Unit Price Factor Total
405.00 22.44 1.2200
Duct liner per acoustical requirement
76 23 09 23 12 0012 EA 12" x 12" Volume Control Damper (Ruskin CD36) $5,062.76 Installation x x = 5,062.76
Quantity Unit Price Factor Total

20.00 207.49 1.2200
Volume control dampers at registers to balance system
77 23 23 16 00 0006 LF 3/8" Outside Diameter Soft Refrigeration Copper Tubing $463.36 Installation x x = 463.36
Quantity Unit Price Factor Total

60.00 6.33 1.2200
Line set for FC2
78 23 23 16 00 0007 LF 1/2" Outside Diameter Soft Refrigeration Copper Tubing $520.45 Installation x x = 520.45
Quantity Unit Price Factor Total

60.00 7.11 1.2200
Line set for FC2

7/23/2026
Contractor's Price Proposal - Detail

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 154778.00
Central Coast Community Energy TI Soquel
HVAC
79 23 23 16 00 0017 LF 5/8" Outside Diameter Type L Drawn, ACR Copper Tubing $307.44 Installation x x = 307.44
Quantity Unit Price Factor Total

30.00 8.40 1.2200
Condensate Drain Piping FC2
80 23 23 23 00 0002 LB R-123 Refrigerant $1,206.89
Installation x x = 1,206.89
Quantity Unit Price Factor Total

25.00 39.57 1.2200
Charging FC2 with regrigerant
81 23 31 13 13 0005 LB Seal Class A, Rectangular Or Square, Galvanized Steel Sheet Metal Ductwork $20,049.66 Installation x x = 20,049.66
Quantity Unit Price Factor Total
950.50 17.29 1.2200
405 sf of duct* 2.1lbs/sf+100lbs for adapters and flanges 82 23 31 13 13 0005 0149 For >500 To 1,000, Add $3,049.77 Installation x x = 3,049.77
Quantity Unit Price Factor Total
950.50 2.63 1.2200
83 23 33 43 00 0001 LF 6-1/2" Width, Galvanized Steel, Flexible Duct Connector $749.64 Installation x x = 749.64
Quantity Unit Price Factor Total

38.00 16.17 1.2200
Flexible duct connectors at ERV's and intake/exhaust
84 23 36 13 00 0005 EA 150 CFM Vertical Induction Unit, With Electric Heating Coils $3,238.51 Installation x x = 3,238.51
Quantity Unit Price Factor Total

1.00 2,654.52 1.2200
ERV 3
85 23 37 13 13 0232 EA 12" x 12" 2, 3, 4-Way Adjustable Wall Supply Grille, Adjustable, Titus Mode 250 $4,583.86 Installation x x = 4,583.86
Quantity Unit Price Factor Total

26.00 144.51 1.2200
86 23 74 16 13 0200 EA 2 Ton Packaged Rooftop Heat Pump $8,775.19 Installation x x = 8,775.19
Quantity Unit Price Factor Total

1.00 7,192.78 1.2200
FC 1
87 23 81 26 13 0031 LF 3" Line Set Cover, Rigid Polyvinyl Chloride (PVC) Line Set Covers $1,054.08 Installation x x = 1,054.08
Quantity Unit Price Factor Total

60.00 14.40 1.2200
Line set cover for FC2
88 23 81 26 16 0135 EA 300 CFM Energy Recovery Unit (Daikin) $12,605.87 Installation x x = 12,605.87
Quantity Unit Price Factor Total

2.00 5,166.34 1.2200
ERV 1 & 2
Subtotal for HVAC $122,501.43
Painting
09 01 90 52 0014 Hand Wash, Minor Repair And Light Sanding Drywall Surfaces, Surface Preparation
89 SF $602.80
Installation x x = 602.80
Quantity Unit Price Factor Total
810.00 0.61 1.2200
based on 10 percent of all walls

7/23/2026
Contractor's Price Proposal - Detail

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 154778.00
Central Coast Community Energy TI Soquel
Painting
90 09 91 23 00 0063 SF 1 Coat Primer, Brush Work, Paint Interior Plaster/Drywall Walls $2,775.50 Installation x x = 2,775.50
Quantity Unit Price Factor Total
2,500.00 0.91 1.2200
Priming new walls (1,300 First story + 1,200 Second Story) 91 09 91 23 00 0065 SF 2 Coats Paint, Brush Work, Paint Interior Plaster/Drywall Walls $18,165.31 Installation x x = 18,165.31
Quantity Unit Price Factor Total
8,460.00 1.76 1.2200
Painting all walls and new ceilings
92 09 91 23 00 0065 0283 For >5,000 To 10,000, Deduct -$1,857.82 Installation x x = -1,857.82
Quantity Unit Price Factor Total
8,460.00 -0.18 1.2200
93 09 91 23 00 0156 SF 1 Coat Primer, Brush Work, Pain Interior Drywall/Plaster Ceiling $434.81 Installation x x = 434.81
Quantity Unit Price Factor Total
360.00 0.99 1.2200
Used for primer coat on new ceiling
94 09 91 23 00 0156 0281 For >250 To 500, Add $57.10
Installation x x = 57.10
Quantity Unit Price Factor Total
360.00 0.13 1.2200
95 09 91 23 00 0161 SF 2 Coats Paint, Brush/Roller Work, Paint Interior Drywall/Plaster Ceiling $689.54 Installation x x = 689.54
Quantity Unit Price Factor Total
360.00 1.57 1.2200
Used for 2 coats painting on new ceiling
96 09 91 23 00 0253 LF 1 Coat Primer, Brush/Roller Work, Paint Interior Metal Door Frame And Trim $222.13 Installation x x = 222.13
Quantity Unit Price Factor Total
153.00 1.19 1.2200
(3' + 7' + 7') X 9 = 153' LF of door frame & trim
97 09 91 23 00 0255 LF 2 Coats Paint, Brush/Roller Work, Paint Interior Metal Door Frame And Trim $479.72 Installation x x = 479.72
Quantity Unit Price Factor Total
153.00 2.57 1.2200
(3' + 7' + 7') X 9 = 153' LF of door frame & trim
98 09 91 23 00 0260 EA 1 Coat Primer, Brush/Roller Work, Both Faces, Paint Interior Metal Door $1,171.13 Installation x x = 1,171.13
Quantity Unit Price Factor Total

9.00 106.66 1.2200
Paint new doors
99 09 91 23 00 0260 0291 For >5 To 10, Deduct -$58.52
Installation x x = -58.52
Quantity Unit Price Factor Total

9.00 -5.33 1.2200
100 09 91 23 00 0262 EA 2 Coats Paint, Brush/Roller Work, Both Faces, Paint Interior Metal Door $2,135.83 Installation x x = 2,135.83
Quantity Unit Price Factor Total

9.00 194.52 1.2200
Paint new doors
101 09 91 23 00 0262 0291 For >5 To 10, Deduct -$106.84 Installation x x = -106.84
Quantity Unit Price Factor Total

9.00 -9.73 1.2200
Subtotal for Painting $24,710.69
Plumbing

7/23/2026
Contractor's Price Proposal - Detail

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 154778.00
Central Coast Community Energy TI Soquel
Plumbing
01 22 20 00 0033 PlumberFor tasks not included in the Construction Task Catalog® and as directed by owner only.
102 HR $9,109.74
Installation x x = 9,109.74
Quantity Unit Price Factor Total

60.00 124.45 1.2200
used for investigation of existing systems,
03 30 53 00 0009 Hand Mix And Place 3,000 PSI ConcreteFor use where conventional equipment access is limited or when directed by the owner.

Includes local aggregate, sand, bagged cement (Type I) and water. 103 CF $780.31
Installation x x = 780.31
Quantity Unit Price Factor Total

30.00 21.32 1.2200
apx 100 sf 4" thick. patch back for sewer line tie in
104 05 43 00 00 0004 LF 1-5/8" Wide x 1-3/8" High, 12 Gauge, Steel Unistrut Channel $170.31 Installation x x = 170.31
Quantity Unit Price Factor Total

10.00 13.96 1.2200
Used for wall mounting of tank type water heater over restroom 109. two rows of 5 LF Unistrut 105 06 05 23 00 0004 EA 3/4" Diameter x 7-1/2" Long, Threaded Anchor Bolt $326.47 Installation x x = 326.47
Quantity Unit Price Factor Total

12.00 22.30 1.2200
Used for wall mounting of tank type water heater over restroom 109. 106 06 05 23 00 0004 0095 For >10 To 50, Deduct -$7.61
Installation x x = -7.61
Quantity Unit Price Factor Total

12.00 -0.52 1.2200
107 06 11 16 00 0159 LF 2" x 4" Wood Blocking To Wood $86.25 Installation x x = 86.25
Quantity Unit Price Factor Total

10.00 7.07 1.2200
Used for wall mounting of tank type water heater over restroom 109. 108 10 26 23 13 0074 EA Snap-2 Pipe Hanger, U-Support, For 2" Diameter Pipe $234.90 Installation x x = 234.90
Quantity Unit Price Factor Total

6.00 32.09 1.2200
used for waste water lines
109 10 26 23 13 0152 EA 3/4" Diameter Copper Pipe, Hugger Hanger $63.17 Installation x x = 63.17
Quantity Unit Price Factor Total

3.00 17.26 1.2200
Used for water line
110 10 26 23 13 0155 EA 1-1/2" Diameter Copper Pipe, Hugger Hanger $96.40 Installation x x = 96.40
Quantity Unit Price Factor Total

3.00 26.34 1.2200
Used for water line
11 44 19 00 0186 24" Wide, Energy Efficient, Stainless Steel, Built-in Dishwasher (Kenmore 14743)
111 EA $1,818.15
Installation x x = 1,818.15
Quantity Unit Price Factor Total

1.00 1,490.29 1.2200
Built in dishwasher into existing cabinetry.
112 12 31 16 00 0012 EA 24" Stainless Steel Base Cabinet, With Two Doors, No Locks $3,548.76 Installation x x = 3,548.76
Quantity Unit Price Factor Total

1.00 2,908.82 1.2200
Enclosure for mop sink

7/23/2026
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Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 154778.00
Central Coast Community Energy TI Soquel
Plumbing
113 22 05 23 00 0044 EA 2" Diameter, Crimped Bronze, 200 PSI, Full Port, Lever Ball Valve $581.53 Installation x x = 581.53
Quantity Unit Price Factor Total

2.00 238.33 1.2200
Used for water lines
114 22 05 76 00 0016 EA 4-1/4" Diameter Wall Cover For Cleanout, Screwed $110.78 Installation x x = 110.78
Quantity Unit Price Factor Total

1.00 90.80 1.2200
Cleanout cover for new cleanout tee
115 22 11 16 00 0776 EA 1-1/2" Diameter, Cut And Prepare Existing In Place Copper Pipe $41.46 Installation x x = 41.46
Quantity Unit Price Factor Total

2.00 16.99 1.2200
Used for extension of water line
22 11 19 00 0042 1/2" Diameter Inlet/Outlet, Automatic Trap Primer, Up To Two Floor Drains (PPP PR-500)
116 EA $512.55
Installation x x = 512.55
Quantity Unit Price Factor Total

2.00 210.06 1.2200
Used for new floor drain
22 11 19 00 0087 Up To 11 Fixture Unit Capacity, 3/4" Nipple, Stainless Steel, Hydrotrol Water Hammer Arrestor (Jay R. Smith® 5005)
117 EA $368.88
Installation x x = 368.88
Quantity Unit Price Factor Total

1.00 302.36 1.2200
22 11 19 00 0224 1/2" Diameter Inlets, 1/2" Diameter Outlet, Sink/Faucet Point-Of-Use Thermostatic Mixing Valve (Bradley S59-2007)
118 EA $724.69
Installation x x = 724.69
Quantity Unit Price Factor Total

1.00 594.01 1.2200
Mixing valve as per (P3.1 Note 3)
119 22 11 19 00 0524 EA Up To 1" Diameter Air Gap For Backflow Preventer $173.14 Installation x x = 173.14
Quantity Unit Price Factor Total

1.00 141.92 1.2200
Used for Fixed Air Gap Fitting
22 13 13 00 0005 Tank Type Floor Mounted Water Closet, Single Fixture Rough-In, Cast Iron Waste And Vent PipeIncludes cast iron waste and vent pipe and copper domestic supply. Excludes fixture.
120 EA $1,183.83
Installation x x = 1,183.83
Quantity Unit Price Factor Total

1.00 970.35 1.2200
Used for rough in of toilet in new restroom
22 13 13 00 0007 Wall Mounted Lavatory, Single Fixture Rough-In, Cast Iron Waste And Vent PipeIncludes cast iron waste and vent pipe and copper domestic supply.

Excludes fixture, carrier and faucet.
121 EA $896.61
Installation x x = 896.61
Quantity Unit Price Factor Total

1.00 734.93 1.2200
Used for rough in of sink in new restroom
122 22 13 16 00 0176 EA 4" Bell And Spigot Cast Iron Vent Tee $293.80 Installation x x = 293.80
Quantity Unit Price Factor Total

1.00 240.82 1.2200
vent for plumbing extension
123 22 13 16 00 0273 LF 4" Diameter, No Hub Cast Iron Pipe $762.56 Installation x x = 762.56
Quantity Unit Price Factor Total

15.00 41.67 1.2200
Used for new waste line extension

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Work Order Title:

Work Order Number: 154778.00
Central Coast Community Energy TI Soquel
Plumbing
124 22 13 16 00 0273 0136 For Below Ground Installation, Add $19.22 Installation x x = 19.22
Quantity Unit Price Factor Total

15.00 1.05 1.2200
125 22 13 16 00 0401 EA 4" No Hub Cast Iron Cleanout Tee $163.79 Installation x x = 163.79
Quantity Unit Price Factor Total

1.00 134.25 1.2200
cleanout for new waste line
126 22 13 16 00 0409 EA 4" No Hub Cast Iron Cleanout Plug $123.78 Installation x x = 123.78
Quantity Unit Price Factor Total

1.00 101.46 1.2200
Cleanout plug new cleanout tee
127 22 13 16 00 0608 EA 2" Polyvinyl Chloride (PVC) DWV P-Traps $120.38 Installation x x = 120.38
Quantity Unit Price Factor Total

1.00 98.67 1.2200
Trap for new sink
22 13 16 00 0876 4" Diameter, Cast Iron/Plastic To Cast Iron/Plastic, Elastomeric Flexible Pipe Coupling (Fernco 1056-44)
128 EA $52.80
Installation x x = 52.80
Quantity Unit Price Factor Total

2.00 21.64 1.2200
Used for new waste line extension
129 22 13 16 00 0876 0137 For Work In Restricted Working Space, Add $9.22 Installation x x = 9.22
Quantity Unit Price Factor Total

2.00 3.78 1.2200
130 22 13 19 13 0003 EA Bronze Top, 6" Round Top Floor Drain With 2" Outlet $1,139.14 Installation x x = 1,139.14
Quantity Unit Price Factor Total

1.00 933.72 1.2200
Used for new floor drain in new restroom
22 13 19 13 0134 2" Diameter, Trap Guard Drain Insert For Cast Iron Or Polyvinyl Chloride (PVC) Pipe (ProVent TG22)Prevents emission of sewer gases.
131 EA $114.92
Installation x x = 114.92
Quantity Unit Price Factor Total

1.00 94.20 1.2200
Trap gaurd for new sink
132 22 14 29 13 0024 EA 30" Steel Support Plate, Round Or Square $1,034.02 Installation x x = 1,034.02
Quantity Unit Price Factor Total

1.00 847.56 1.2200
Used for wall mounting of tank type water heater over restroom 109. 133 22 33 33 00 0016 EA 12 KW, 20 Gallon, Heavy-Duty Electric Commercial Water Heater (DSE-20-12) $17,117.08 Installation x x = 17,117.08
Quantity Unit Price Factor Total

1.00 14,030.39 1.2200
Used for tank type water heater (closest to plan specifications found). Plans Specify 12.2 KW and 20 gallon capacity.
22 42 13 13 0026 2 Piece Tank Type, Pressure Assisted, Siphon Jet, Floor Mounted, Back Outlet, Handicap Accessible, Elongated Vitreous China Water Closet (American Standard Yorkville™ ADA)
134 EA $1,324.98
Installation x x = 1,324.98
Quantity Unit Price Factor Total

1.00 1,086.05 1.2200
Used for new restroom toilet

7/23/2026
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Work Order Title:

Work Order Number: 154778.00
Central Coast Community Energy TI Soquel
Plumbing
22 42 16 13 0005 22" x 19" Porcelain Enameled Cast Iron Wall Hung Lavatory (Kohler® Hampton™)
135 EA $912.41
Installation x x = 912.41
Quantity Unit Price Factor Total

1.00 747.88 1.2200
LV-1
22 42 16 13 0113 Wall Mounted Adjustable Plate Type, Single Lavatory Carrier With Exposed Acid Resistant White Coated Arms
136 EA $1,031.29
Installation x x = 1,031.29
Quantity Unit Price Factor Total

1.00 845.32 1.2200
LV-1 Carrier
137 22 42 39 00 0043 EA Single Supply EcoPower® Faucet, Brushed Nickel Finish (Toto TEL3LS10#BN) $1,625.09 Installation x x = 1,625.09
Quantity Unit Price Factor Total

1.00 1,332.04 1.2200
LV-1 Faucet
22 42 39 00 0116 11" Spout With Bottom Fork Brace, Stops In Integral Arm, Wall Mount Service Sink Faucet With Wrist Blade Handles (American Standard 8345.115) 138 EA $992.51
Installation x x = 992.51
Quantity Unit Price Factor Total

1.00 813.53 1.2200
Faucet for mop sink
22 42 39 00 0205 1/2" NPT x 3/8" Compression Chrome, Quarter Turn Dual Angle Stop (SharkBite 25558LF)
139 EA $51.39
Installation x x = 51.39
Quantity Unit Price Factor Total

1.00 42.12 1.2200
Used for instantaneous water heat cold water supply pipe 140 22 46 16 16 0004 EA 24" x 24" x 10" Stainless Steel Mop Sink With Strainer (ACORN 1630) $5,168.69 Installation x x = 5,168.69
Quantity Unit Price Factor Total

1.00 4,236.63 1.2200
Used for stainless steel mop sink in kitchenette. (Fixture MS-1) 33 01 30 11 0003 Initial Set-up And Final Equipment Removal For "Push Camera" Video Camera Inspection, 1" To 12" Diameter Pipe Or Culvert
141 EA $1,164.88
Installation x x = 1,164.88
Quantity Unit Price Factor Total

1.00 954.82 1.2200
Camera existing sewer lines to locate exact location for intercepting with new drain 33 01 30 11 0006 Move And Set-up At Different Access/Location For "Push Camera" Video Camera Inspection, 1" To 12" Diameter Pipe Or Culvert
142 EA $582.44
Installation x x = 582.44
Quantity Unit Price Factor Total

1.00 477.41 1.2200
Camera existing sewer lines to locate exact location for intercepting with new drain 143 33 31 11 00 0004 LF 2" Schedule 40 Polyvinyl Chloride (PVC) Sewer And Drain Pipe $400.47 Installation x x = 400.47
Quantity Unit Price Factor Total

25.00 13.13 1.2200
used for waste water line
33 61 13 00 0298 3/4" Diameter Preinsulated Type K Copper Pipe With 1" Polyurethane Foam Insulation And Fiberglass Reinforced Polyester (FRP) Jacket 144 LF $1,566.18
Installation x x = 1,566.18
Quantity Unit Price Factor Total

25.00 51.35 1.2200
insulated pipe for new water line run to sink
Subtotal for Plumbing $56,591.36
Signage

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Contractor's Price Proposal - Detail

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Work Order Title:

Work Order Number: 154778.00
Central Coast Community Energy TI Soquel
Signage
01 31 33 00 0011 Minimum Charge For LaborerThis task should not be used in conjunction with any other tasks utilizing this labor trade, unless approved by owner. Task quantity is 1, unless approved by owner.
145 EA $934.68
Installation x x = 934.68
Quantity Unit Price Factor Total

1.00 766.13 1.2200
Used for bathroom signs install labor
146 10 14 23 11 0026 SI >100 SI, Acrylic, Surface Mount, Indoor/Outdoor Signs With Braille $632.45 Installation x x = 632.45
Quantity Unit Price Factor Total
X 288.00 1.80 1.2200
Material for two 144 SI signs for restrooms (excludes labor) Subtotal for Signage $1,567.13
Specialties
10 28 13 13 0056 Two Roll, Recessed Mounted, Stainless Steel Toilet Tissue Dispenser (Bobrick Contura B-4388)
147 EA $307.39
Installation x x = 307.39
Quantity Unit Price Factor Total

1.00 251.96 1.2200
Used for new restroom
10 28 13 13 0069 40 Fluid Ounce, Surface Mounted, Stainless Steel Soap Dispenser (Bobrick Classic B-2111/2112)
148 EA $138.07
Installation x x = 138.07
Quantity Unit Price Factor Total

1.00 113.17 1.2200
Used for new restroom
10 28 13 13 0101 Recessed Mounted, Stainless Steel Sanitary Seat-Cover Dispenser (Bobrick TrimLine B-3013)
149 EA $420.85
Installation x x = 420.85
Quantity Unit Price Factor Total

1.00 344.96 1.2200
Used for new restroom
10 28 13 13 0138 2 Gallon, Recess Mounted, Stainless Steel Combination Folded Paper Towel Dispenser/Waste Receptacle (Bobrick Classic B-3944)
150 EA $659.30
Installation x x = 659.30
Quantity Unit Price Factor Total

1.00 540.41 1.2200
Used for new restroom
151 10 28 13 13 0161 EA 48" Length, 1-1/4" Diameter, Stainless Steel Grab Bar (Bobrick B-5806x48) $310.73 Installation x x = 310.73
Quantity Unit Price Factor Total

2.00 127.35 1.2200
Used for new restroom
10 28 13 13 0367 24" x 36", Surface Mounted, Stainless Steel Angle Frame Glass Mirror (Bobrick B-290 2436)
152 EA $361.62
Installation x x = 361.62
Quantity Unit Price Factor Total

1.00 296.41 1.2200
Used for new restroom
Subtotal for Specialties $2,197.96
Tile
01 22 20 00 0044 Tile LayerFor tasks not included in the Construction Task Catalog® and as directed by owner only.
153 HR $7,166.28
Installation x x = 7,166.28
Quantity Unit Price Factor Total

60.00 97.90 1.2200
used for additional prep for patch back of saw cut area matching tile and grout authorized by owner

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Work Order Title:

Work Order Number: 154778.00
Central Coast Community Energy TI Soquel
Tile
154 09 28 16 00 0003 SF 5/8" DensShield Tile Backer For Installation On Floors $615.98 Installation x x = 615.98
Quantity Unit Price Factor Total
110.00 4.59 1.2200
new restrooms
155 09 28 16 00 0003 0059 For >50 To 250, Add $72.47
Installation x x = 72.47
Quantity Unit Price Factor Total
110.00 0.54 1.2200
09 30 13 00 0005 2" x 2" x 1/4" Thick, Mounted, Unpolished Ceramic Wall TileTiles mounted from back, side or front in 12" x 12", 12" x 24", 12" x 48", or similar sized sheets. 156 SF $5,472.43
Installation x x = 5,472.43
Quantity Unit Price Factor Total
240.00 18.69 1.2200
Used for bathroom wall tile.
157 09 30 13 00 0005 0071 For >50 To 250, Add $439.20
Installation x x = 439.20
Quantity Unit Price Factor Total
240.00 1.50 1.2200
09 30 13 00 0010 4-1/4" To 4-1/2" High, Ceramic Cove Base Or TrimIncludes glazed porcelain, unglazed porcelain and glazed ceramic tiles.
158 LF $820.63
Installation x x = 820.63
Quantity Unit Price Factor Total

55.00 12.23 1.2200
cove base for restroom floor to wall connection
159 09 30 33 00 0016 SF 12" x 12" x 3/8" And Larger Unmounted Marble Floor Tile, "Arabescato" $2,285.43 Installation x x = 2,285.43
Quantity Unit Price Factor Total
110.00 17.03 1.2200
Used for bathroom floor tile. patch back of existing and new restroom 160 09 30 33 00 0016 0066 For >50 To 250, Add $206.67
Installation x x = 206.67
Quantity Unit Price Factor Total
110.00 1.54 1.2200
09 32 13 00 0002 3/4" Minimum Thickness Portland Cement Mortar Setting BedFor residential floors. Includes 15 Lb. felt and wire reinforcement.
161 SF $638.38
Installation x x = 638.38
Quantity Unit Price Factor Total
114.00 4.59 1.2200
Mortar bedding for patched area and new bathroom
162 09 32 13 00 0002 0059 For >50 To 250, Add $86.23
Installation x x = 86.23
Quantity Unit Price Factor Total
114.00 0.62 1.2200
163 09 35 13 00 0002 SF Thin Set - Epoxy MortarImpact and chemical resistant. $2,467.94 Installation x x = 2,467.94
Quantity Unit Price Factor Total
330.00 6.13 1.2200
Used for bathroom floor tile and wall tile
164 09 35 13 00 0002 0059 For >50 To 250, Add $110.04
Installation x x = 110.04
Quantity Unit Price Factor Total
220.00 0.41 1.2200
165 09 39 00 00 0002 CSF 30 Mil Waterproofing And Crack Prevention Membrane; RedGard $5,290.97 Installation x x = 5,290.97
Quantity Unit Price Factor Total

33.00 131.42 1.2200
Used for bathroom floor tile and wall tile 220 sf wall + 110 sf floor = 330 sf

7/23/2026
Contractor's Price Proposal - Detail

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 154778.00
Central Coast Community Energy TI Soquel
Tile
09 39 00 00 0004 5" Wide, 4 mil Polyethylene Waterproof Strip Membrane (Schluter® KERDI BAND)
166 LF $378.44
Installation x x = 378.44
Quantity Unit Price Factor Total

55.00 5.64 1.2200
restroom tile
Subtotal for Tile $26,051.09
Proposal Total
This total represents the correct total for the proposal. Any discrepancy between line totals, sub-totals and the proposal total is due to rounding.
$590,283.14
The Percentage of NPP on this Proposal: %

7/23/2026
Contractor's Price Proposal - Detail

Subcontractor Listing
154778.00
Central Coast Community Energy TI Soquel
IQC Master Contract #: CA-R5-GB-101723-NCM
Work Order #:

Owner PO #:

Title:

Re:

Date: July 23, 2026
Proposal Value:

Contractor: Newton Construction & Management
$590,283.14
Name of Contractor Duties Amount %
No Subcontractors have been
selected for this Work Order
$0.00 0.00

6.00

7/23/2026
Subcontractor Listing

SCOPE OF WORK

CENTRAL COAST COMMUNITY ENERGY
3CE SOQUEL OFFICE RENOVATIONS
OWNER: Central Coast Community Energy
PROJECT: 3CE Soquel Office Renovations
LOCATION: 2601 Porter St., Soquel, CA 95073
CONTRACTOR: Newton Construction & Management, Inc.

1. DESCRIPTION
Renovate existing office building to add an additional restroom on the first floor and create new office spaces on the first and second floors. Pricing based on drawings by WRD Architects for Central Coast Community Energy Tenant Improvements Dated 05.18.26. An allowance of $50,000 for plan check 3 changes dated 07.02.26 for casework, handrails and fire extinguisher has been added to the proposal.

2. SCOPE OF WORK
- Flooring:
o Installation of new carpet on first floor. Existing flooring on the second floor to remain.

New wall base
o New floor tile in new restroom to match existing in the other restroom. Solid surface threshold transition (or approved similar) for new restroom. o Fluid applied vapor barrier as required
- HVAC
o Add ducting as necessary to accommodate new office space, add mini splits as required, install MAU, and new exhaust fan.
- Plumbing
o New plumbing to put in new restroom on the first floor. Includes new fixtures such as sink and toilet. Water Heater supplied will be per plan or proposed equal to pending architect approval
- Electrical
o New light fixtures in building per plan. Includes all wiring and conduit. Relocate existing switches and occupancy sensors per plan. Install and energize new exit sign - Fire Sprinklers
o Rework fire sprinklers and fire alarm as required.
- Painting

o Paint new walls and restrooms only to match existing. All doors (new and existing) will be painted along with door frames.
- Demo
o Removal of partial walls, 2 doors (one downstairs and one upstairs), partitions, and saw cutting.
- Framing/Drywall
o Framing/drywall of new wall to separate office 101 and 102, wall for office 103 and 104, walls for new restroom, new wall to create 201 and 202 on the second floor, and wall to create IT Data Room on the second floor. New soffit in office 102 and new gypsum board ceiling in office 103, 104, and new restroom.
- Tile
o Wall tile on new restroom walls to match existing.
o Patch back existing restroom from saw cutting
- Bathroom Specialties
o Provide and install new toilet seat cover holder, toilet paper holder, grab bars, and soap dispenser to match existing.
- Doors
o Install seven (1) new hollow metal double French doors and one (7) new hollow metal single French door. Existing doors to remain and old hardware will be removed and replaced with accessible compliant hardware. Hardware includes locks, latches, and hinges.
o Glazing to be finalized during submittal process
- Framing
o Frame new walls ceilings, soffits and backing supports per plan - Allowance of $50,000 for plan check 3 changes for casework, handrails and fire extinguisher.

COVER SHEET A00125036.0-A001 CB SHEET NAME: SET ISSUED: JOB NO.: 2340 GARDEN ROAD, SUITE 100 MONTEREY, CALIFORNIA 93940 PHONE: 831.649.4642 FAX: 831.649.3530 WWW.WRDARCH.COM SHEET NO.: FILE NAME: DRAWN BY: CHECKED BY: THE USE OF THE PLANS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. PLOT DATE: PRINT DATE: 7.17.2026 25036.0 CENTRAL COAST COMMUNITY ENERGY

TENANT IMPROVEMENTS

CENTRAL COAST COMMUNITY ENERGY
2601 PORTER STREET
SOQUEL, CA 95073 030-201-76 A.P.N.: BUILDING DEPT. No. C31466 REN. 1/31/27

LICENSED
A

RCHITECT

STATE OF
C
A

LIFORNIA

CHRISTOPH
E
R
BARLOW 11.24.25
1 03.20.26 P.C. RESPONSE2 05.18.26 P.C. RESPONSE 2 ARCHITECT OWNER WALD, RUHNKE & DOST ARCHITECTS, LLP 2340 GARDEN ROAD, SUITE 100 MONTEREY, CA 93940 ph: (831) 649-4642 fax: (831) 649-3530 Email: [email protected] Contact: CHRISTOPHER BARLOW LOCATION MAP VICINITY MAP 156 152Hollister Chualar Soledad to Big Sur G16 Castroville Seaside TRUE NORTH Carmel Pacific Grove 1 Monterey PROJECT LOCATION Marina 101 68 Carmel Valley Salinas Prunedale 183 Fort Ord 156 1 Aptos Santa Cruz 152 Watsonville 101 Gilroy to San Francisco Gonzales A.C. PAVING GYPSUM WALLBOARD PLYWOOD WOOD BLOCKING WOOD FRAMING CONTINUOUS MEMBER METAL WOOD FINISH SOUND INSULATED STUD WALL (E) STUD WALL TO BE REMOVED X PROPERTY LINE REVISION +XXX.X +XXX.X +XXX.X +XXX.X
XAX.XXAX.X DETAIL DETAIL IDENTIFICATION SHEET WHERE DETAIL IS DRAWN FINISH GRADE (SPOT) ELEVATION SURFACE EXISTING GRADE (SPOT) ELEVATION SURFACE SECTION SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN (N) STUD WALL (E) STUD WALL
CAST-IN-PLACE (C.I.P.) CONCRETE EARTH ROCK CONCRETE BLOCK SAND, MORTAR, PLASTER LEGEND XXXX XXX XXX DEMOLITION TAG VERTICAL OR HORIZONTAL DIAPHRAGM KEY WORK POINT, DATUM POINT OR CONTROL MATCH LINE KEY TAG DOOR SYMBOL WINDOW SYMBOL SYMBOLS PROJECT TEAM GENERAL NOTES CONSTRUCTION: TYPE V.B. (FULLY-SPRINKLERED) OCCUPANCY: 030-201-76 2601 PORTER STREET SOQUEL, CA 95073 PROJECT INFORMATION APN: LOCATION: PROJECT: CENTRAL COAST COMMUNITY ENERGY (3CE) TENANT IMPROVEMENT 1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF ALL DIMENSIONS, GRADES, AND OTHER CONDITIONS, AND SHALL CORRELATE AT THE JOB SITE ALL SUCH ITEMS. GENERAL CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR CLARIFICATION AND CORRECTION PRIOR TO BEGINNING ANY WORK. 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK AND THE COORDINATION OF ALL TRADES AND GOVERNING AGENCIES, AND SHALL PROVIDE ALL MATERIALS AND LABOR (SHOWN OR INFERRED) ON THESE PLANS TO RENDER THE WORK COMPLETE. 3. IT SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY FOR THE SUPERVISION OF THE WORK. 4. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE SUPERVISION OF THE WORK OR THE PROPER EXECUTION OF THE SAME. 5. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY, PRIOR TO COMMENCEMENT OF WORK. 6. THESE DRAWINGS SHALL BE CONSIDERED SUBSTANTIALLY COMPLETE. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE ALL LABOR AND MATERIALS NECESSARY TO RENDER THE WORK COMPLETE, AS IS THE INTENT OF THESE DRAWINGS, EITHER SHOWN OR INFERRED HEREIN, THROUGH PROPER AND ESTABLISHED CONSTRUCTION PRACTICES. 7. EXISTING CONSTRUCTION DETAILS SHOWN HEREIN ARE ASSUMED TO BE SUBSTANTIALLY CORRECT AND MAY NOT DEPICT THE ACTUAL CONDITION. THE GENERAL CONTRACTOR SHALL VERIFY (E) CONDITIONS AND NOTIFY THE ARCHITECT ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK. 8. CERTIFICATE OF ACCEPTANCE FOR LIGHTING CONTROLS IS REQUIRED BY FINAL INSPECTION. CERTIFICATE SHALL BE COMPLETED BY A CERTIFIED LIGHTING CONTROLS ACCEPTANCE TEST TECHNICIAN (CLCATT). [CA ENERGY STANDARD 130.4] IN ADDITION, CONTROL WIRING SHALL BE VERIFIED AT THE ROUGH ELECTRICAL INSPECTION. ABBREVIATIONS & AND
∠ ANGLE
@ AT
℄ CENTERLINE
Ø DIAMETER OR ROUND
┴ PERPENDICULAR
⅊ PROPERTY LINE
# POUND OR NUMBER A.B. ANCHOR BOLT A.B.S. ACRYLONITRILE BUTADIENE ABV. ABOVE A.A. ASPHALTIC CONCRETE A/C AIR CONDITIONING ACOUS. ACOUSTICAL ADJ. ADJUSTABLE A.F.F. ABOVE FINISH FLOOR AGGR. AGGREGATE ALUM. ALUMINUM ANOD. ANODIZED A.P.A AMERICAN PLYWOOD ASSOCIATION APPROX. APPROXIMATE ARCH. ARCHITECTURAL A.S. ADJUSTABLE SHELF BD. BOARD BIT. BITUMINOUS BLDG. BUILDING BLK. BLOCK BLKG. BLOCKING BM. BEAM B.M. BENCH MARK BOT. BOTTOM BRG. BEARING BTWN. BETWEEN B.U.R. BUILD-UP ROOFING B.W. BOTH WAYS CAB. CABINET C.B. CATCH BASIN CBC CALIFORNIA BUILDING CODE CEM. CEMENT CER. CERAMIC CFCI. CONTRACTOR FURNISHED, CONTRACTOR INSTALLED C.F. CUBIC FEET C.I. CAST IRON C.J. CONTROL JOINT CL. CLOSET CLG. CEILING CLKG. CAULKING CLR. CLEAR(ANCE) C.M.U. CONCRETE MASONRY UNIT COL. COLUMN COMP. COMPOSITION CONC. CONCRETE CONN. CONNECTION CONSTR. CONSTRUCTION CONT. CONTINUOUS COR. CORRUGATED C.O.T.G. CLEAN-OUT TO GRADE CSMT. CASEMENT CSWK. CASEWORK C.T. CERAMIC TILE CTR. COUNTER CTSK. COUNTERSINK C.Y. CUBIC YARD DBL. DOUBLE DEPT. DEPARTMENT DET. DETAIL DF. DRINKING FOUNTAIN D.F. DOUGLAS FIR D.G. DECOMPOSED GRANITE D.H. DOUBLE HUNG DIAG. DIAGONAL DIA. DIAMETER DIMEN. DIMENSION DISP. DISPENSER/DISPOSER DN. DOWN DR. DOOR DRWG. DRAWING D.S.B. DBL. STRENGTH B GRADE (GLASS) D.S. DOWNSPOUT DWR. DRAWER D.W. DISH WASHER E. EAST EA. EACH E.J. EXPANSION JOINT ELEV. ELEVATION, ELEVATOR ELEC. ELECTRIC(AL) EMER. EMERGENCY ENCL. ENCLOSURE EQUIP. EQUIPMENT N.I.C. W/ WITH EWC. ELECTRIC WATER COOLER (E) EXISTING EXH. EXHAUST EXP. EXPOSED/EXPANSION EXT. EXTERIOR F.A. FIRE ALARM FAST. FASTEN(ER) F.A. FLAT BAR F.D. FLOOR DRAIN FEC. FIRE EXTINGUISHER CABINET F.F. FINISH FLOOR F.G. FINISH GRADE FND. FOUNDATION F.E. FIRE EXTINGUISHER F. FIBERGLASS FIN. FINISH(ED) F.H.M.S. FLATHEAD MECHANICAL SCREW F.H.W.S. FLATHEAD WOOD SCREW FLASH. FLASHING FLR. FLOOR(ING) FLUOR. FLUORESCENT F.O. FACE OF F.O.B. FACE OF BLOCK F.O.C. FACE OF CONCRETE F.O.F. FACE OF FINISH F.O.M. FACE OF MASONRY F.O.S. FACE OF STUD F.P. FIREPLACE F.R.P. FIBERGLASS REINF. PANEL F.S. FULL SIZE FT. FOOT/FEET FTG. FOOTING FURR. FURRED(ING) FUT. FUTURE GA. GAUGE/GAGE GALV. GALVANIZED G.B. GRAB BAR G.I. GALVANIZED IRON GL. GLASS/GLAZING G.L.B. GLUE-LAM BEAM GR. GRADE(ING) G.W.B. GYPSUM WALLBOARD H.B. HOSE BIB HBD. HARDBOARD H.A. HOLLOW CORE HDR. HEADER HDWR. HARDWARE H.M. HOLLOW METAL HORZ. HORIZONTAL H.S. HEAVY SHEET HT. HEIGHT HTG. HEATING H.W. HOT WATER HWD. HARDWOOD HVAC. HEATING/VENTILATING/AIR CONDITIONING I.C.C. INTERNATIONAL CODE COUNCIL ID. INSIDE DIAMETER INCL. INCLUDE(D) (ING) INSUL. INSULATE(D) (ING) INT. INTERIOR INV. INVERT JAN. JANITOR J.H. JOIST HANGER JT. JOINT KIT. KITCHEN L. LENGTH LAM. LAMINATE LAV. LAVATORY L.B. LAG BOLT LOC. LOCATE(ION) L.V.L. LAMINATED VENEER LUMBER L.W. LIGHTWEIGHT MAS. MASONRY MAT. MATERIAL(S) MAX. MAXIMUM M.B. MACHINE BOLT M.C. MEDICINE CABINET M.H. MAN HOLE MECH. MECHANICAL MEMB. MEMBRANE MEZZ. MEZZANINE MFR. MANUFACTURE(ER) MIN. MINIMUM MIR. MIRROR MISC. MISCELLANEOUS MLDG. MOLDING/MOULDING M.I.W. MALLEABLE IRON WASHER M.O. MASONRY OPENING MTD. MOUNTED MET. METAL MULL. MULLION N. NORTH (N) NEW NAT. NATURAL N.I.C. NOT IN CONTRACT NOM. NOMINAL N.T.S. NOT TO SCALE O/ OVER OBS. OBSCURE O.C. ON CENTER(S) O.D. OUTSIDE DIAMETER OFF. OFFICE OFCI. OWNER FURNISHED, CONTRACTOR INSTALLED OFOI. OWNER FURNISHED, OWNER INSTALLED O.H. OVER HANG O.H.M.S. OVALHEAD MACHINE SCREW O.H.W.S. OVALHEAD WOOD SCREW OPNG. OPENING OPP. OPPOSITE P.A.F. POWDER ACTUATED FASTENER P.B. PANIC BAR PART. TBD. PARTICLE BOARD PCF. POUNDS PER CUBIC FOOT P.D. POWDER DRIVEN P.G. PAINT GRADE PERF. PERFORATE PLF POUNDS PER LINEAR FOOT PLAS. LAM. PLASTIC LAMINATE PLAS. PLASTER PLYWD. PLYWOOD PR. PAIR PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH P.T. PRESSURE TREATED PART. PARTITION P.T. DISP. PAPER TOWEL DISPENSER P.V.C. POLYVINYL CHLORIDE R. RISER R.A. RETURN AIR RAD. RADIUS R.D. ROOF DRAIN REG. REGISTER REF. REFRIGERATOR REINF. REINFORCED REQ'D. REQUIRED REQMT. REQUIREMENT RESIL. RESILIENT REV. REVERSED R.H.M.S. ROUNDHEAD MACHINE SCREW R.H.W.S. ROUNDHEAD WOOD SCREW RM. ROOM R.O. ROUGH OPENING R.O.W. RIGHT OF WAY R.S. RESAWN RUB. RUBBER RWD. REDWOOD R.W.L. RAIN WATER LEADER S. SOUTH S.B. SOLID BLOCKING S.C. SOLID CORE SCHED. SCHEDULE S.A. STORM DRAIN SECT. SECTION SERV. SERVICE S.F. SQUARE FOOT S.G. STAIN GRADE SH. SHELF/SHELVING SHWR. SHOWER SHT. SHEET SHT'G. SHEATHING SIM. SIMILAR S.S. STAINLESS STEEL SERVICE SINK S.S.D. SEE STRUCTURAL DRAWINGS S.M. SHEET METAL S.M.S. SHEET METAL SCREW SPEC. SPECIFICATION SQ. SQUARE STL. STEEL STD. STANDARD STAG. STAGGERED STOR. STORAGE STRUCT. STRUCTURAL SUSP. SUSPENDED SYM. SYMMETRY(ICAL) SYS. SYSTEM T. TREAD T.B. TOWEL BAR T.B.D. TO BE DETERMINED T.C. TOP OF CURB TEL. TELEPHONE TEMP. TEMPERED T.E.N. TYPICAL EDGE NAILING T & G TONGUE & GROOVE THK. THICK(NESS) THRESH. THRESHOLD T.J.I. TRUSS JOIST INTERNATIONAL T.O. TOP OF T.P.H. TOILET PAPER HOLDER T.Q. TOP OF PAVEMENT TV TELEVISION T.W. TOP OF WALL TYP. TYPICAL U/L UNDERWRITER'S LABORATORY U.N.O. UNLESS NOTED OTHERWISE U.O.N. UNLESS OTHERWISE NOTED UR. URINAL V.I.F. VERIFY IN FIELD W. WEST/WIDTH/WIDE W/ WITH W.C. WATER CLOSET WD. WOOD WDW. WINDOW W.H. WATER HEATER WI. WOODWORK INSTITUTE W/O WITHOUT W.P. WATERPROOF(ING) W.R. WATER RESISTANT W.S. WOOD SCREW WSCT. WAINSCOT WT. WEIGHT W.W.M. WELDED WIRE MESH GROUP B SCOPE OF WORK ADD ONE NEW ADDITIONAL RESTROOM AT THE FIRST FLOOR AND TWO NEW OFFICES WITHIN AN EXISTING OPEN OFFICE AREA. SUBDIVIDE AN EXISTING CONFERENCE ROOM AND MEZZANINE FOR A TOTAL OF SIX (6) INDIVIDUAL OFFICES. THE SQUARE FOOTAGE OF THE PROPOSED REMODEL AREA IS 1,008 SQUARE FEET AT THE GROUND FLOOR AND 418 SQUARE FEET AT THE UPPER FLOOR, YIELDING A TOTAL 1,426 SQUARE FEET WITHIN THE AREA OF WORK. ZONING: C-2-GH LOWER LEVEL - 2,970 s.f. UPPER LEVEL - 897 s.f. TOTAL: 3,867 s.f. EXISTING BUILDING AREA: NOTE: THIS BUILDING OR SPACE SHALL PROVIDE A READILY DISTINGUISHABLE MEANS OF EGRESS COMPLYING WITH CHAPTER 10 AND CHAPTER 11 (WHERE APPLICABLE FOR ACCESSIBILITY PURPOSE) OF THE 2025 EDITION OF THE CALIFORNIA BUILDING CODE. THE EXIT SYSTEM SHALL MAINTAIN A CONTINUOUS, UNOBSTRUCTED AND UNDIMINISHED PATH OF EXIT TRAVEL FROM ANY OCCUPIED POINT WITHIN THE BUILDING TO A PUBLIC WAY. EXITING: NFPA 13, AUTOMATIC SPRINKLER SYSTEMS, (CA AMENDED) 2025 EDITION NFPA 72, NATIONAL FIRE ALARM CODE, (CA AMENDED) 2025 EDITION PARTIAL LIST OF APPLICABLE STATE STANDARDS 2025 CALIFORNIA ADMINISTRATIVE CODE (CAC), PART 1, TITLE 24, CALIFORNIA CODE OF REGULATIONS (C.C.R.) 2025 CALIFORNIA BUILDING CODE (CBC), PART 2, (VOL. 1 & 2 )TITLE 24 C.C.R. 2025 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R. 2025 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R. 2025 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R. 2025 CALIFORNIA ENERGY CODE (CEC), PART 6, TITLE 24 C.C.R. 2025 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24 C.C.R. 2025 CALIFORNIA EXISTING BUILDING CODE (CEBC), PART 10, TITLE 24 C.C.R. 2025 CALIFORNIA GREEN STANDARDS CODE (CALGreen), PART 11, TITLE 24 C.C.R.5 2025 CALIFORNIA REFERENCED STANDARDS CODE, PART 12, TITLE 24 C.C.R. TITLE 19 C.C.R., PUBLIC SAFETY, DIVISION 1, STATE FIRE MARSHAL REGULATIONS SANTA CRUZ COUNTY AMENDMENTS TO APPLICABLE CODES. APPLICABLE BUILDING CODES & STANDARDS SHEET INDEX SHEET # SHEET TITLE TITLE A001 COVER SHEET G010 CAL GREEN CHECKLIST G011 CAL GREEN CHECKLIST G012 CAL GREEN CHECKLIST G013 CAL GREEN CHECKLIST ARCHITECTURAL A100 REFERENCE SITE PLAN D201 DEMOLITION LOWER FLOOR PLAN D202 DEMOLITION UPPER FLOOR PLAN A201 LOWER FLOOR PLAN A202 UPPER FLOOR PLAN A221 REFLECTED CEILING PLAN - 1ST FLOOR A222 REFLECTED CEILING PLAN - 2ND FLOOR A300 DOOR SCHEDULE A701 SECTION A900 ACCESSIBILITY DETAILS MECHANICAL M0.1 MECH. LEGEND, GEN. NOTES & EQ. SCHED. M0.2 MECHANICAL SPECIFICATIONS M0.3 MECHANICAL EXISTING TITLE 24 FORMS - I M0.4 MECHANICAL EXISTING TITLE 24 FORMS - II M0.5 MECHANICAL EXISTING TITLE 24 FORMS - III M0.6 MECHANICAL EXISTING TITLE 24 FORMS - IV M0.7 MECHANICAL EXISTING TITLE 24 FORMS - V M2.1 MECHANICAL 1ST FLOOR PLAN M2.2 MECHANICAL 2ND FLOOR PLAN M6.1 MECHANICAL DETAILS - I M6.2 MECHANICAL DETAILS - II PLUMBING P0.1 PL. LEGEND, GEN. NOTES & SCHEDULES P0.2 PLUMBING SPECIFICATION P0.3 PLUMBING SPECIFICATION II P2.1 PL. SANITARY SEWER & VENT FLOOR PLAN P3.1 PL. DOMESTIC WATER FLOOR PLAN P6.1 PLUMBING DETAILS ELECTRICAL E0.1 NOTES, SYMBOL LIST & SCHEDULES E0.2 ELECTRICAL SPECIFICATION E0.3 SINGLE LINE DIAGRAM & PANEL SCHED. E0.4 TITLE 24 FORMS - INDOOR LTG. PART 1 E0.5 TITLE 24 FORMS - INDOOR LTG. PART 2 E1.0 POWER SITE PLAN E1.1 LIGHTING DEMOLITION PLAN E2.1 LIGHTING PLAN E3.1 POWER / SIGNAL PLAN E4.1 POWER / SIGNAL PLAN 2601 PORTER STREET - SOQUEL, CA. 95073 Central Coast Community Energy (3CE) T.I. THE FOLLOWING ITEMS ARE TO BE CONSIDERED "DEFERRED SUBMITTAL" PER CBC 106.3.4.2: 1.- AUTOMATIC FIRE SPRINKLER SYSTEM - AUTOMATIC FIRE ALARM SYSTEM 2. PROVIDE MANUFACTURER SPECIFICATIONS AND INSTALLATION INSTRUCTIONS FOR ALL PROPOSED NEW ELECTRICAL EQUIPMENT (PANELS, DISCONNECT SWITCHES, AND LIGHTING PER CBC 107.2.1) FIRE SPRINKLER NOTES FIRE ALARM PLAN SUBMITTED IS FOR REFERENCE ONLY; A SEPERATE SUBMITTAL IS REQUIRED. DRAWINGS AND SUPPORTIVE CALCULATIONS FOR ALL MODIFICATIONS TO THE EXISTING FIRE ALARM CONTRACTOR TO THE FIRE PREVENTION DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. DRAWINGS AND SUPPORTIVE CALCULATIONS FOR ALL MODIFICATIONS TO THE EXISTING FIRE SPRINKLER SYSTEM ARE REQUIRED TO BE SUBMITTED BY THE INSTALLING LICENSED FIRE SPRINKLER CONTRACTOR (C-16) TO THE FIRE PREVENTION DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. CONTRACTOR SHALL VERIFY IN A "KNOX BOX" EXISTS, IF NOT A "KNOX BOX" SHALL BE PROVIDED AND LOCATED PER FIRE DEPARTMENT RECOMMENDATIONS. IF "KNOX BOX" EXISTS THEN CONTENTS SHALL BE UPDATED TO REFLECT NEW TENANT. EMERGENCY ACCESS KEYS INCLUDING A GRAND MASTER KEY FOR ROOMS, ELEVATOR OVERRIDE KEY, ACCESS KEY TO THE FIRE ALARM PANEL AND SPECIAL ACCESS KEYS (WHERE APPLICABLE) SHALL ALSO BE MADE PART OF THE "KNOX BOX" INVENTORY. ALL PLAN SUBMITTALS REQUIRING FIRE SPRINKLERS, FIRE SERVICE UNDERGROUND, FIRE ALARMS, AND HOOD AND DUCT SYSTEMS, SHALL BE SUBMITTED AND SHALL BE APPROVED BY THE FIRE DEPARTMENT BEFORE A FRAMING INSPECTION SHALL BE GRANTED BY THE BUILDING DEPARTMENT. 5. 4. 3. 1. THIS IS AN EXISTING, FULLY FIRE SPRINKLERED BUILDING 2. THE FIRE ALARM SYSTEM IS A DEFFERED SUBMITTAL. DRAWINGS AND SUPPORTIVE CALCULATIONS FOR THE FIRE ALARM SYSTEM ARE REQUIRED TO BE SUBMITTED BY THE LICENSED FIRE ALARM CONTRACTOR (C-10) TO THE SALINAS FIRE DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 6. DEFERRED SUBMITTAL MECHANICAL ACIES ENGINEERING 400 N. McCARTHY BLVD., SUITE 250 MILPITAS, CA 95035 ph: (408) 522-5255 Email: [email protected] Contact: DUSAN SINDIC PLUMBING ACIES ENGINEERING 400 N. McCARTHY BLVD., SUITE 250 MILPITAS, CA 95035 ph: (408) 522-5255 Email: [email protected] Contact: NAZAR MISHCHUK CENTRAL COAST COMMUNITY ENERGY (3CE) 70 GARDEN COURT MONTEREY, CA 93940 ph: (831) 641-7210 Email: [email protected] Contact: DEWAYNE WOODS Soquel PROJECT LOCATION VEHICLE PARKING: EXISTING BIKE PARKING: SIX (6) BIKE SPACES PROVIDED THROUGH EXISTING 'CLASS 2' BIKE RACK + UNLIMITED INDOOR 'CLASS 1' BIKE PARKING ALLOWED FOR ALL EMPLOYEES PROFESSIONAL ADMINISTRATIVE OFFICE USE: 1/350 GSF FOR TRANSIT PRIORITY AREA PER P.R.C. SECTION 21064: 3,867-143 S.F. STAIR & BATHROOM= 3,724 S.F./ 350 = 10.64 10.64 - 10% REDUCTION FOR ADDITIONAL BICYCLE PARKING = 9.57 TOTAL AUTO PARKING REQUIRED: 10 TOTAL PROVIDED: 10 (EXISTING) ELECTRICAL ACIES ENGINEERING 400 N. McCARTHY BLVD., SUITE 250 MILPITAS, CA 95035 ph: (408) 522-5255 Email: [email protected] Contact: ROBERTO SIMON 22 2
2 ACCESSIBILITY COMPLIANCE
3 PER 11B-202.4 THIS PROJECT INCLUDES PATH-OF-TRAVEL IMPROVEMENTS AS REQUIRED FOR ALTERATION PROJECTS. REFER TO LIST BELOW AND SHEETS A100, A201& A900. PER 11B-202.4 THERE ARE (5) SPECIFIC ITEMS INCLUDED IN THE PATH-OF-TRAVEL REQUIREMENTS FOR ALTERATION PROJECTS, SEE LIST BELOW. (NOTE: ACCESSIBLE PARKING SPACES ARE NOT ON THAT LIST OF REQUIREMENTS. THE EXISTING ACCESSIBLE PARKING SPACES ARE TO REMAIN IN THEIR AS-IS CONDITION.) 1. PRIMARY ENTRANCE: BOTH PRIMARY ENTRANCE DOORS MEETS CURRENT CBC REQUIREMENTS. HANDRAILS AND STRIPING ARE PROPOSED TO THE ONE STEP CONDITION AT THE FRONT ENTRY ALONG PORTER STREET. 2. TOILET AND BATHING FACILITIES SERVING THE AREA: THIS PROJECT INCLUDES A NEW FULLY ACCESSIBLE RESTROOM SERVING THE AREA OF ALTERATION. (NOTE:

THE EXISTING RESTROOM IS MOSTLY COMPLIANT, AND WILL BE MADE COMPLIANT TOTHE MAXIMUM EXTENT FEASIBLE WITHIN ITS CURRENT LAYOUT, HOWEVER FULL COMPLIANCE IS NOT REQUIRED PER EXCEPTION #4 CBC 11B-213.2) 3. DRINKING FOUNTAINS: NOT APPLICABLE (NOT PROVIDED). 4. PUBLIC TELEPHONES: NOT APPLICABLE (NOT PROVIDED). 5. SIGNS: THE PROJECT INCLUDES NEW COMPLIANT SIGNAGE AT THE RESTROOMS AND FOR EGRESS. NO OTHER ACCESSIBLE SIGNAGE REQUIRED. 3 07.02.26 P.C. RESPONSE 3 Page 47 of 99

CAL GREEN

CHECKLIST
G010
25036.0-G010
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SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

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CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

5.15.2026
25036.0 CENTRAL COAST COMMUNITY ENERGY TENANT IMPROVEMENTS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

BUILDING DEPT.

No. C31466
REN. 1/31/27

LICENSED ARCHITECT

STATE OF CA LIFORNIA
C
H

RISTOPHER BARLO
W

11.24.25 1 03.20.26 P.C. RESPONSE
2 05.18.26 P.C. RESPONSE 2
CHAPTER 5

NONRESIDENTIAL MANDATORY MEASURES
SECTION 5.101 GENERAL

5.101.1 SCOPE
The provisions of this chapter outline planning, design and development methods that include environmentally responsible site selection, building design, building siting and development to protect, restore and enhance the environmental quality of the site and respect the integrity of adjacent properties.

DIVISION 5.1 PLANNING AND DESIGN
NONRESIDENTIAL MANDATORY MEASURES, SHEET 1 Y
SECTION 5.102 DEFINITIONS

5.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference) CUTOFF LUMINAIRES. Luminaires whose light distribution is such that the candela per 1000 lamp lumens does not numerically exceed 25 (2.5 percent) at an angle of 90 degrees above nadir, and 100 (10 percent) at a vertical angle of 80 degrees above nadir. This applies to all lateral angles around the luminaire.

TENANT-OCCUPANTS. Building occupants who inhabit a building during its normal hours of operation as permanent occupants, such as employees, as distinguished from customers and other transient visitors.

ZEV. [BSC-CG, DSA-SS] Any vehicle certified to zero-emission standards.

SECTION 5.105 DECONSTRUCTION AND REUSE OF EXISTING STRUCTURES

5.105.1 Scope. [BSC-CG] Effective July 1, 2024, alteration(s) to existing building(s) where the combined altered floor area is 100,000 square feet or greater shall comply with either Section 5.105.2, 5.409.2, or 5.409.3. Addition(s) to existing building(s) where the total floor area combined with the existing building(s) is 100,000 square feet or greater shall comply with either Section 5.105.2, Section 5.409.2, or Section 5.409.3. Effective January 1, 2026, the combined floor area shall be 50,000 square feet or greater.
[DSA-SS] Alteration(s) to existing building(s) where the combined altered floor area is 50,000 square feet or greater shall comply with either Section 5.105.2, 5.409.2, or 5.409.3. Addition(s) to existing building(s) where the total floor area combined with the existing building(s) is 50,000 square feet or greater shall comply with either Section 5.105.2, Section 5.409.2, or Section 5.409.3.

Exception [BSC-CG, DSA-SS]: Combined addition(s) to existing building(s) of two times the area or more of the existing building(s) is not eligible to meet compliance with Section 5.105.2.

5.105.2 Reuse of existing building. An alteration or addition to an existing building shall maintain at a minimum 45 percent combined of the existing building’s primary structural elements (foundations; columns, beams, walls, and floors; and lateral elements) and existing building enclosure (roof framing, wall framing and exterior finishes). Window assemblies, insulation, portions of buildings deemed structurally unsound or hazardous, and hazardous materials that are remediated as part of the project shall not be included in the calculation.

5.105.2.1 Verification of compliance. Documentation shall be provided in the construction documents to demonstrate compliance with Section 5.105.2.

Note: Sample Worksheet WS-3 in Chapter 8 may be used to assist in documenting compliance with this section.

5.105.3 Deconstruction (Reserved).

5.106.5.6 Electric vehicle (EV) charging at public schools and community colleges. [DSA-SS] Electric vehicle infrastructure and electric vehicle charging stations shall comply with Section 5.106.5.6 and shall be provided in accordance with regulations in the California Building Code and the California Electrical Code.

Exceptions:

1. On a case-by-case basis where compliance with this section has been demonstrated to be not feasible based upon one of the following conditions,and with concurrence by the Division of the State Architect (DSA), compliance with Section 5.106.5.6 shall not be required. a. Where there is no local utility power supply.
b. Where the local utility is unable to supply adequate power. c. The installation of EVCS is impracticable.

2. Parking spaces accessible only by automated mechanical car parking systems are not required to comply with Section 5.106.5.6.

5.106.5.6.1 EV capable spaces. EV capable spaces shall be provided in accordance with Table 5.106.5.6.1 and the following requirements:

1. Raceways complying with the California Electrical Code and no less than 1-inch (25 mm) diameter shall be provided and shall originate at a service panel or a subpanel(s) serving the area and shall terminate in close proximity to the proposed location of the EV capable space and into a suitable listed cabinet, box, enclosure or equivalent. A common raceway may be used to serve multiple EV capable spaces.

2. A service panel or subpanel(s) shall be provided with panel space and electrical load capacity for a dedicated 208/240 volt, 40-ampere minimum branch circuit for each EV capable space, with delivery of 30-ampere minimum to an installed EVSE at each EVCS.

3. The electrical system and any on-site distribution transformers shall have sufficient capacity to supply full rated amperage at each EV capable space.

4. The service panel or subpanel circuit directory shall identify the reserved overcurrent protective device space(s) as “EV CAPABLE.” The raceway termination location shall be permanently and visibly marked as “EV CAPABLE.”

5.106.5.3 Electric vehicle (EV) charging. [N] [BSC-CG] Construction to provide electric vehicle infrastructure and facilitate electric vehicle charging shall comply with Section 5.106.5.3.1 EV capable spaces, Section 5.106.5.3.2 Electric vehicle charging stations and associated Table 5.106.5.3.1, or Section 5.106.5.3.6 Electric vehicle charging stations (EVCS)—Power allocation method and associated Table 5.106.5.3.6 and shall be provided in accordance with regulations in the California Building Code and the California Electrical Code.

Exceptions:

1. On a case-by-case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions:
a. Where there is no local utility power supply
b. Where the local utility is unable to supply adequate power. c. Where there is evidence suitable to the local enforcement agency substantiating the local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project.

2. Areas of parking facilities served by parking lifts, including but not limited to, automated mechanical-access open parking garages as defined in the California Building Code; or parking facilities otherwise incapable of supporting electric vehicle charging.

5.106.5.3.1 EV capable spaces. [N] EV capable spaces shall be provided in accordance with Table

5.106.5.3.1 and the following requirements:

1. Raceways complying with the California Electrical Code and no less that 1-inch (25 mm) diameter shall be provided and shall originate at a service panel or a subpanel(s) serving the area, and shall terminate in close proximity to the proposed location of the EV capable and into a suitable listed cabinet, box,enclosure or equivalent. A common raceway may be used to serve multiple EV charging spaces.

2. A service panel or subpanel (s) shall be provided with panel space and electrical load capacity for a dedicated 208/240 volt, 40-ampere minimum branch circuit for each EV capable space, with delivery of 30-ampere minimum to an installed EVSE at each EVCS.

3. The electrical system and any on-site distribution transformers shall have sufficient capacity to supply full rated amperage at each EV capable space.

4. The service panel or subpanel circuit directory shall identify the reserved overcurrent protective devices space(s) as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE."
Note: A parking space served by electric vehicle supply equipment or designed as a future EV charging space shall count as at least one standard automobile parking space only for the purpose of complying with any applicable minimum parking space requirements established by an enforcement agency. See vehicle Code Section 22511.2 for further details.

ABBREVIATION DEFINITIONS:

HCD Department of Housing and Community Development
BSC California Building Standards Commission
DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise
HR High Rise
AA Additions and Alterations
N New

5.106.4.1.2 Long-term bicycle parking. Acceptable bicycle parking facility for Section 5.106.4.1.2.1,

5.106.4.1.2.2 and 5.106.4.1.23 shall be conveniently located near the street and shall meet one of the following:

1. Covered, lockable enclosures with permanently anchored racks for bicycles;

2. Lockable bicycle rooms with permanently anchored racks; or

3.Lockable, permanently anchored bicycle lockers.

Calculations for bicycle parking requirements shall be rounded up to the nearest whole number.

5.106.4.1.2.1
For new buildings with tenant spaces, provide secure bicycle parking for 10 percent of the tenant-occupants, with a minimum of one bicycle parking facility.

5.106.4.1.2.2
For additions or alternations, provide secure bicycle parking for 10 percent of the tenant-occupants being added, with a minimum of one bicycle parking facility.

5.106.4.1.2.3
For new shell buildings in phased projects, provide secure bicycle parking for 10 percent of the anticipated tenant-occupants, with a minimum of one bicycle parking facility.

5.106.4.2 Bicycle parking. [DSA-SS] For public schools and community colleges, comply with Sections

5.106.4.2.1 and 5.106.4.2.2

5.106.4.2.1 Student bicycle parking. Provide permanently anchored bicycle racks conveniently accessed with a minimum of four two-bike capacity racks per new building.

5.106.4.2.2 Staff bicycle parking. Provide permanent, secure bicycle parking conveniently accessed with a minimum of two staff bicycle parking spaces per new building. Acceptable bicycle parking facilities shall be convenient from the street or staff parking area and shall meet one of the following:

1. Covered, lockable enclosures with permanently anchored racks for bicycles;

2. Lockable bicycle rooms with permanently anchored racks; or

3. Lockable, permanently anchored bicycle lockers.

5.106.4 BICYCLE PARKING. For buildings within the authority of California Building Standards Commission as specified in Section 103, comply with Section 5.106.4.1. For buildings within the authority of the Division of the State Architect pursuant to Section 105, comply with Section 5.106.4.2

5.106.4.1 Bicycle parking. [BSC-CG] Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the applicable local ordinance, whichever is stricter.

5.106.4.1.1 Short-term bicycle parking. If the new project or an addition or alteration is anticipated to generate visitors, provide permanently anchored bicycle racks within 200 feet of the visitors' entrance, readily visible to passers-by, for 20% of the peak daily visitors, with a minimum of one two-bike capacity rack.

Exception: Additions or alterations which add nine or less visitor vehicular parking spaces.

CHAPTER 3

GREEN BUILDING
SECTION 301 GENERAL
301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC-CG] The provisions of individual sections of Chapter 5 apply to newly constructed buildings, building additions of 1,000 square feet or greater, and/or building alterations with a permit valuation of $200,000 or above (for occupancies within the authority of California Building Standards Commission). Code sections relevant to additions and alterations shall only apply to the portions of the building being added or altered within the scope of the permitted work.

A code section will be designated by a banner to indicate where the code section only applies to newly constructed buildings [N] or to additions and/or alterations [A]. When the code section applies to both, no banner will be used.
301.3.1 Nonresidential additions and alterations that cause updates to plumbing fixtures only:

Note: On and after January 1, 2014, certain commercial real property, as defined in Civil Code Section 1101.3, shall have its noncompliant plumbing fixtures replaced with appropriate water-conserving plumbing fixtures under specific circumstances. See Civil Code Section 1101.1 et seq. for definitions, types of commercial real property affected, effective dates, circumstances necessitating replacement of noncompliant plumbing fixtures, and duties and responsibilities for ensuring compliance.
301.3.2 Waste Diversion. The requirements of Section 5.408 shall be required for additions and alterations whenever a permit is required for work.
301.4 PUBLIC SCHOOLS AND COMMUNITY COLLEGES. (see GBSC) 301.5 HEALTH FACILITIES. (see GBSC)
SECTION 302 MIXED OCCUPANCY BUILDINGS
302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy.

SECTION 303 PHASED PROJECTS
303.1 PHASED PROJECTS. For shell buildings and others constructed for future tenant improvements, only those code measures relevant to the building components and systems considered to be new construction (or newly constructed) shall apply.
303.1.1 Initial Tenant improvements. The provisions of this code shall apply only to the initial tenant improvements to a project. Subsequent tenant improvements shall comply with the scoping provisions in Section 301.3 non-residential additions and alterations.

5.106.5.3.2.3 The installation of each DCFC EVSE shall be permitted to reduce the minimum number of required EV capable spaces without EVSE or EVCS with Level 2 EVSE by five and reduce proportionally the required electrical load capacity to the service panel or subpanel.

5.106.5.3.2.4 The installation of two low power Level 2 EV charging receptacles shall be permitted to reduce the minimum number of required EV capable spaces without EVSE in Table

5.106.5.3.1 by one.

5.106.5.3.2.4.1 Raceway capacity requirements. To allow for future upgrades to the electrical conductors serving low power Level 2 charging receptacles, the listed raceway serving such receptacles shall be sized to allow the installation of a dedicated 208/240-volt 40-ampere branch circuit. Where no raceway is used, the conductors shall be sized to accommodate a 208/240-volt 40-ampere receptacle.

5.106.5.3.3 Use of automatic load management systems (ALMS).

ALMS shall be permitted for EVCS. When ALMS is installed, the required electrical load capacity specified in Section

5.106.5.3.1 for each EVCS may be reduced when serviced by an EVSE controlled by an ALMS. Each EVSE controlled by an ALMS shall deliver a minimum 30 amperes to an EV when charging one vehicle and shall deliver a minimum 3.3 kW while simultaneously charging multiple EVs.

5.106.5.3.4 Accessible EVCS.

When EVSE is installed, accessible EVSC shall be provided in accordance with the California Building Code, Chapter 11B, Section 11B-228.3.

Note: For EVCS signs, refer to Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s).

5.106.5.3.4 Accessible electric vehicle charging station (EVCS). When EVSE is installed, accessible EVCS shall be provided in accordance with the California Building Code, Chapter 11B, Section 11B-228.3.

5.106.5.3.5 Electric vehicle charging station signage. Electric vehicle charging stations shall be identified by signage or pavement markings in compliance with Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s).

Power allocation method shall include the following:

1. Use any kVA combination of EV capable spaces, low power Level 2, Level 2 or DCFC EVSEs.

2. At least one Level 2 EVSE shall be provided.

5.106.5.3.6 Electric vehicle charging stations (EVCS)—power allocation method. The power allocation method may be used as an alternative to the requirements in Section 5.106.5.3.1, Section 5.106.5.3.2 and associated Table 5.106.5.3.1. Use Table 5.106.5.3.6 to determine the total power in kVA required based on the total number of actual parking spaces.

TABLE 5.106.5.3.1 EV Capable Spaces and EVCS

TOTAL NUMBER OF

ACTUAL PARKING
SPACES

NUMBER OF REQUIRED

EV CAPABLE SPACES

OTHER THAN OFFICE

AND RETAIL NUMBER
OF REQUIRED ECVS^2,3

OFFICE AND RETAIL

NUMBER OF
REQUIRED ECVS^2,3
1-9 0 0 0
10-25 42 3
26-50 8 4 6
51-75 13 6 8
76-100 17 8 13
101-150 25 12 19
151-200 35 18 26
201 AND OVER 20 percent of actual
parking spaces¹
50 percent of EV capable
spaces1
75 percent of EV
capable spaces¹
THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.

5.106.2 STORMWATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB ONE OR MORE ACRES OF LAND. Comply with all lawfully enacted stormwater discharge regulations for projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of a larger common plan of development sale.

Note: Projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of the larger common plan of development or sale must comply with the post-construction requirements detailed in the applicable National Pollutant Discharge Elimination System (NPDES) General permit for Stormwater Discharges Associated with Construction and Land Disturbance Activities issued by the State Water Resources Control Board or the Lahontan Regional Water Quality Control Board (for projects in the Lake Tahoe Hydrologic Unit).

The NPDES permits require postconstruction runoff (post-project hydrology) to match the preconstruction runoff (pre-project hydrology) with the installation of postconstruction stormwater management measures. The NPDES permits emphasize runoff reduction through on-site stormwater use, interception, evapotranspiration, and infiltration through nonstructural controls, such as Low Impact Development (LID) practices, and conversation design measures.

Stormwater volume that cannot be addressed using nonstructural practices is required to be captured in structural practices and be approved by the enforcing agency.

Refer to the current applicable permits on the State Water Resources Control Board website at:
www.waterboards.ca.gov/constructionstormwater. Consideration to the stormwater runoff management measures should be given during the initial design process for appropriate integration into site development.

N/A Y N/A 1. Calculation for spaces shall be rounded up to the nearest whole number.

2. Each EVCS shall reduce the number of required capable spaces by the same number.

3. At least one Level 2 EVSE shall be provided.

Y N/A Y N/A
Y = YES
N/A = NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)
RESPON.

PARTY
RESPON.

PARTY
RESPON.

PARTY
RESPON.

PARTY

5.106.5.5 Electric vehicle (EV) charging: medium-duty and heavy-duty. [N] [BSG-CG] Construction shall comply with Section 5.106.5.5.1 to facilitate future installation of electric vehicle supply equipment (EVSE). Construction for warehouses, grocery stores and retail stores, office buildings, and manufacturing facilities with planned off-street loading spaces shall also comply with Section 5.106.5.5.1 for future installation of medium- and heavy-duty EVSE.

Exceptions:

1. On a case-by-case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions:
a. Where there is no local utility power supply.
b. Where the local utility is unable to supply adequate power. c. Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project.

When EVSE(s) is/are installed, it shall be in accordance with the California Building Code, the California Electrical Code and as follows:

5.106.5.5.1 Electric vehicle charging readiness requirements for warehouses, grocery stores, office buildings, and manufacturing facilities and retail stores with planned off-street loading spaces. [N] In order to avoid future demolition when adding EV supply and distribution equipment, spare raceway(s) or busway(s) and adequate capacity for transformer(s), service panel(s) or subpanel(s) shall be installed at the time of construction in accordance with the California Electrical Code. Construction plans and specifications shall include, but are not limited to, the following:

1. The transformer, main service equipment and subpanels shall meet the minimum power requirement in Table 5.106.5.5.1 to accommodate the dedicated branch circuits for the future installation of EVSE.

2. The construction documents shall indicate one or more location(s) convenient to the planned off-street loading space(s) reserved for medium- and heavy-duty ZEV charging cabinets and charging dispensers, and a pathway reserved for routing of conduit from the termination of the raceway(s) or busway(s) to the charging cabinet(s) and dispenser(s), as shown in Table 5.106.5.5.1.

3. Raceway(s) or busway(s) originating at a main service panel or a subpanel(s) serving the area where potential future medium- and heavy-duty EVSE will be located and shall terminate in close proximity to the potential future location of the charging equipment for medium- and heavy-duty vehicles.

4. The raceway(s) or busway(s) shall be of sufficient size to carry the minimum additional system load to the future location of the charging for medium- and heavy-duty ZEVs as shown in Table

5.106.5.5.1.

TABLE 5.106.5.3.6 Power Allocation Method

TOTAL NUMBER OF

ACTUAL PARKING
SPACES

MINIMUM
TOTAL kVA @

6.6 kVA

OTHER THAN OFFICE AND
RETAIL TOTAL kVA

REQUIRED IN ANY

COMBINATION OF EV
CAPABLE3,4
LOW POWER LEVEL 2, LEVEL
21, 2

OR DCFC

OFFICE AND RETAIL
TOTAL kVA REQUIRED
IN ANY

COMBINATION OF EV
CAPABLE4,5
LOW POWER LEVEL 2,
LEVEL 21, 2

OR DCFC
1-9 0 0 0
10-25 26.4 26.4 26.4
26-50 52.8 52.8 52.8
51-75 85.8 85.8 85.8
76-100 112.2 112.2 112.2
101-150 165 165 165
151-200 231 231 231
201 AND OVER 20 percent of actual
parking spaces x 6.6
Total required kVA = P × .20 ×

6.6 Where P = Parking spaces in
facility
Total required kVA = P ×
.20 × 6.6
Where P = Parking
spaces in facility

1. Level 2 EVSE @ 6.6 kVA minimum.

2. At least one Level 2 EVSE shall be provided.

3. Maximum allowed kVA to be utilized for EV capable spaces is 75 percent.

4. If EV capable spaces are utilized, they shall meet the requirements of Section 5.106.5.3.1 EV capable spaces.

5. For Office and Retail buildings the maximum allowed kVA to be utilized for EV capable is 25 percent.

5.106.5.3.6.1 Receptacle configurations. 208/240V EV charging receptacles shall comply with one of the following configurations:

1. For 20-ampere receptacles, NEMA 6-20R.

2. For 30-ampere receptacles, NEMA 14-30R.

3. For 50-ampere receptacles, NEMA 14-50R.

5.106.5.3.6.2 EV Charger connectors. EV chargers shall be equipped with SAE J1772 with a maximum output 240 Volts AC or SAE J3400 connectors. When using level 2 SAE J3400 connectors, supplied by a 480 V 3-phase service, at least 20 percent of the EV charger connectors shall be SAE J1772 with a maximum output 240 Volts AC.

5.106.5.3.6.3 Raceway capacity requirements. To allow for future upgrades to the electrical conductors serving low power Level 2 charging receptacles, the listed raceway serving such receptacles shall be sized to allow the installation of a dedicated 208/240-volt 40-ampere branch circuit. Where no raceway is used, the conductors shall be sized to accommodate a 208/240-volt 40-ampere receptacle.

5.106.5.4 Additions or alterations to existing buildings or parking facilities [A]. [BSC-CG] Existing buildings or parking facilities being modified by one of the following shall comply with Section 5.106.5.4.1 or 5.106.5.4.2.

When EVSE is installed, accessible EVCS shall be provided in accordance with the California Building Code, Chapter 11B, Section 11B-228.3.

1. When the scope of construction work includes an increase in power supply to an electric service panel as part of a parking facility addition or alteration.

2. When a new photovoltaic system is installed covering existing parking spaces.

3. When additions or alterations to existing buildings are triggered pursuant to code Section 301.3 and the scope of work includes an increase in power supply to an electric service panel.

Exceptions:

1. On a case-by-case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions:
a. Where there is no local utility power supply.
b. Where the local utility is unable to supply adequate power. c. Where there is evidence suitable to the local enforcement agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section

5.106.5.3, may adversely impact the construction cost of the project. d. Where demonstrated as impracticable excluding local utility service or utility infrastructure issues.

2. Remote parking facilities that do not have access to the building service panel.

3. Parking area lighting upgrades where no trenching is part of the scope of work.

4. Emergency repairs, including but not limited to water line break in parking facilities, natural disaster repairs, etc.

TABLE 5.106.5.5.1 RACEWAY CONDUIT AND PANEL POWER
REQUIREMENTS FOR MEDIUM- AND HEAVY-DUTY EVSE [N]
BUILDING TYPE BUILDING SIZE (SQ. FT.)

NUMBER OF

OFF-STREET

LOADING SPACES

ADDITIONAL

CAPACITY

REQUIRED (KVA)

FOR RACEWAY &

BUSWAY AND

TRANSFORMER &
PANEL
Grocery
10,000 to 90,000
1 or 2 200
3 or Greater 400
Greater than 90,000 1 or Greater 400
Manufacturing Facilities
10,000 to 50,000 1 or 2 200
10,000 to 50,000 3 or Greater 400
Greater than 50,000 1 or Greater 400
Office Buildings
10,000 to 135,000 1 or 2 200
10,000 to 135,000 3 or Greater 400
Greater than 135,000 1 or Greater 400
Retail
10,000 to 135,000
1 or 2 200
3 or Greater 400
Greater than 135,000 1 or Greater 400
Warehouse
20,000 to 256,000
1 or 2 200
3 or Greater 400
Greater than 256,000 1 or Greater 400

5.106.5.3.2 Electric vehicle charging stations (EVCS) EV capable spaces shall be provided with electric vehicle supply equipment (EVSE) to create EVCS in the number indicated in Table 5.106.5.3.1. The EVCS required by Table 5.106.5.3.1 shall be provided with Level 2 EVSE or DCFC as permitted in Section

5.106.5.3.2.3. At least one Level 2 EVSE shall be provided.

One EV charger with multiple connectors capable of charging multiple EVs simultaneously shall be permitted if the electrical load capacity required by Section 5.106.5.3.1 for each EV capable space is accumulatively supplied to the EV charger.

5.106.5.3.2.1 Receptacle configurations. 208/240V EV charging receptacles shall comply with one of the following configurations:

1. For 20-ampere receptacles, NEMA 6-20R

2. For 30-ampere receptacles, NEMA 14-30R

3. For 50-ampere receptacles, NEMA 14-50R

5.106.5.3.2.2 EV charger connectors. EV chargers shall be equipped with SAE J1772 with a maximum output 240 Volts AC or SAE J3400 connectors.When using level 2 SAE J3400 SAE connectors, supplied by a 480 V 3-phase service, at least 20 percent of the EV charger connectors shall be SAE J1772 with a maximum output 240 Volts AC.

2. Good housekeeping BMPs to manage construction equipment, materials, non-stormwater discharges and wastes that should be considered for implementation as appropriate for each project include, but are not limited to, the following:
a. Dewatering activities.
b. Material handling and waste management.
c. Building materials stockpile management.
d. Management of washout areas (concrete, paints, stucco, etc.). e. Control of vehicle/equipment fueling to contractor's staging area. f. Vehicle and equipment cleaning performed off site.
g Spill prevention and control.
h. Other housekeeping BMPs acceptable to the enforcing agency.

SECTION 5.106 SITE DEVELOPMENT

5.106.1 STORM WATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB LESS THAN ONE ACRE OF LAND. Newly constructed projects and additions which disturb less than one acre of land, and are not part of a larger common plan of development or sale, shall prevent the pollution of storm water runoff from the construction activities through one or more of the following measures:

5.106.1.1 Local ordinance. Comply with a lawfully enacted storm water management and/or erosion control ordinance.

5.106.1.2 Best Management Practices (BMPs). Prevent the loss of soil through wind or water erosion by implementing an effective combination of erosion and sediment control and good housekeeping BMPs.

1. Soil loss BMPs that should be considered for implementation as appropriate for each project include, but are not limited to, the following:
a. Scheduling construction activity during dry weather, when possible. b. Preservation of natural features, vegetation, soil, and buffers around surface waters. c. Drainage swales or lined ditches to control stormwater flow. d. Mulching or hydroseeding to stabilize disturbed soils. e. Erosion control to protect slopes.
f. Protection of storm drain inlets (gravel bags or catch basin inserts). g. Perimeter sediment control (perimeter silt fence, fiber rolls). h. Sediment trap or sediment basin to retain sediment on site. i. Stabilized construction exits.
j. Wind erosion control.
k. Other soil loss BMPs acceptable to the enforcing agency.

5.106.5.4.1 Existing buildings or parking areas without previously installed EV capable infrastructure [A]. When EV capable infrastructure does not exist at an existing parking facility or building, and the parking facility or building undergoes an addition or alteration listed in Section 5.106.5.4, construction shall include electric vehicle charging in compliance with either Section 5.106.5.3 and associated Table 5.106.5.3.1, or Section 5.106.5.3.6 and associated Table 5.106.5.3.6 for the total number of actual parking spaces being added or altered.

5.106.5.4.2 Existing buildings or parking areas with previously installed EV capable infrastructure [A]. When EV capable infrastructure is available at an existing parking facility or building, and the parking facility or building is undergoing an addition or alteration listed in Section 5.106.5.4, construction shall include electric vehicle charging in compliance with either Section 5.106.5.3 and associated Table

5.106.5.3.1, or Section 5.106.5.3.6 and associated Table 5.106.5.3.6. Install EVCS at all existing EV capable spaces, utilizing the existing EV capable allocated power and infrastructure for the total number of actual parking spaces being added or altered, prior to adding any new EV capable spaces. If the area being added or altered exceeds the existing EV capable capacity, allocated power and infrastructure, provide additional EV charging as needed to comply with this section.

CAL GREEN

CHECKLIST
G011
25036.0-G011
-
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

5.15.2026
25036.0 CENTRAL COAST COMMUNITY ENERGY TENANT IMPROVEMENTS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

BUILDING DEPT.

No. C31466
REN. 1/31/27

LICENSED ARCHITECT

STATE OF CA LIFORNIA
C
H

RISTOPHER BARLO
W

11.24.25 1 03.20.26 P.C. RESPONSE
2 05.18.26 P.C. RESPONSE 2
SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND

RECYCLING

5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65% of the non-hazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 or 5.408.1.3; or meet a local construction and demolition waste management ordinance, whichever is more stringent.

5.408.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction and demolition waste management ordinance, submit a construction waste management plan that:

1. Identifies the construction and demolition waste materials to be diverted from disposal by efficient usage, recycling, reuse on the project or salvage for future use or sale.

2. Determines if construction and demolition waste materials will be sorted on-site (source-separated) or bulk mixed (single stream).

3. Identifies diversion facilities where construction and demolition waste material collected will be taken.

4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated byweight or volume, but not by both.

5.408.1.2 Waste Management Company. Utilize a waste management company that can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with this section.

Note: The owner or contractor shall make the determination if the construction and demolition waste material will be diverted by a waste management company.

Exceptions to Sections 5.408.1.1 and 5.408.1.2:

1. Excavated soil and land-clearing debris.

2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist.

3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities and markets.

5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does not exceed two pounds per square foot of building area may be deemed to meet the 65% minimum requirement as approved by the enforcing agency.

5.408.1.4 Documentation. Documentation shall be provided to the enforcing agency which demonstrates compliance with Sections 5.408.1.1, through 5.408.1.3. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency.

Notes:

1. Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)" located www.dgs.ca.gov/BSC/Resources/Page-Content/Building-Standards-Commission- Resources-List-Folder/CALGreen may be used to assist in documenting compliance with the waste management plan.

2. Mixed construction and demolition debris processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle).

5.408.2 UNIVERSAL WASTE. [A] Additions and alterations to a building or tenant space that meet the scoping provisions in Section 301.3 for nonresidential additions and alterations, shall require verification that Universal Waste items such as fluorescent lamps and ballast and mercury containing thermostats as well as other California prohibited Universal Waste materials are disposed of properly and are diverted from landfills. A list of prohibited Universal Waste materials shall be included in the construction documents.

Note: Refer to the Universal Waste Rule link at: http://www.dtsc.ca.gov/universalwaste/ SECTION 5.303 INDOOR WATER USE

5.303.1 METERS. Separate submeters or metering devices shall be installed for the uses described in Sections 503.1.1 and 503.1.2.

5.303.1.1 Buildings in excess of 50,000 square feet. Separate submeters shall be installed as follows:

1. For each individual leased, rented or other tenant space within the building projected to consume more than 100 gal/day (380 L/day), including, but not limited to, spaces used for laundry or cleaners, restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop.

2. Where separate submeters for individual building tenants are unfeasible, for water supplied to the following subsystems:
a. Makeup water for cooling towers where flow through is greater than 500 gpm (30 L/s). b. Makeup water for evaporative coolers greater than 6 gpm (0.04 L/s). c. Steam and hot water boilers with energy input more than 500,000 Btu/h (147 kW).

5.303.1.2 Excess consumption. A separate submeter or metering device shall be provided for any tenant within a new building or within an addition that is projected to consume more than 1,000 gal/day.

SECTION 5.304 OUTDOOR WATER USE

5.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Nonresidential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent.

Notes:

1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code of Regulations, Title 23, Chapter 2.7, Division 2.

2. MWELO and supporting documents, including a water budget calculator, are available at:
https://www.water.ca.gov/.

5.303.4 COMMERCIAL KITCHEN EQUIPMENT.

5.303.4.1 Food Waste Disposers. Disposers shall either modulate the use of water to no more than 1 gpm when the disposer is not in use (not actively grinding food waste/no-load) or shall automatically shut off after no more than 10 minutes of inactivity. Disposers shall use no more than 8 gpm of water.

Note: This code section does not affect local jurisdiction authority to prohibit or require disposer installation.

5.303.5 AREAS OF ADDITION OR ALTERATION. For those occupancies within the authority of the California Building Standards Commission as specified in Section 103, the provisions of Section 5.303.3 and 5.303.4 shall apply to new fixtures in additions or areas of alteration to the building.

5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code and in Chapter 6 of this code.

SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT

5.407.1 WEATHER PROTECTION. Provide a weather-resistant exterior wall and foundation envelope as required by California Building Code Section 1402.2 (Weather Protection), manufacturer's installation instructions or local ordinance, whichever is more stringent.

5.407.2 MOISTURE CONTROL. Employ moisture control measures by the following methods.

5.407.2.1 Sprinklers. Design and maintain landscape irrigation systems to prevent spray on structures.

5.407.2.2 Entries and openings. Design exterior entries and/or openings subject to foot traffic or wind-driven rain to prevent water intrusion into buildings as follows:

5.407.2.2.1 Exterior door protection. Primary exterior entries shall be covered to prevent water intrusion by using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular to such openings plus at least one of the following:

1. An installed awning at least 4 feet in depth.

2. The door is protected by a roof overhang at least 4 feet in depth.

3. The door is recessed at least 4 feet.

4. Other methods which provide equivalent protection.

5.407.2.2.2 Flashing. Install flashings integrated with a drainage plane.

5.303.3.4 Faucets and fountains.

5.303.3.4.1 Nonresidential Lavatory faucets. Lavatory faucets shall have a maximum flow rate of not more than 0.5 gallons per minute at 60 psi.

5.303.3.4.2 Kitchen faucets. Kitchen faucets shall have a maximum flow rate of not more than 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi.

5.303.3.4.3 Wash fountains. Wash fountains shall have a maximum flow rate of not more than1.8 gallons per minute/20 [rim space (inches) at 60 psi].

5.303.3.4.4 Metering faucets. Metering faucets shall not deliver more than 0.20 gallons per cycle.

5.303.3.4.5 Metering faucets for wash fountains. Metering faucets for wash fountains shall have a maximum flow rate of not more than 0.20 gallons per minute/20 [rim space (inches) at 60 psi].

Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction.

5.303.3.4.6 Pre-rinse spray value
When installed, commercial pre-rinse spray valves shall meet the requirements in the California Plumbing Code, Section 420.3.

NONRESIDENTIAL MANDATORY MEASURES, SHEET 2 Y
DIVISION 5.2 ENERGY EFFICIENCY
SECTION 5.201 GENERAL

5.201.1 Scope [BSC-CG]. California Energy Code [DSA-SS]. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory building standards.

DIVISION 5.3 WATER EFFICIENCY AND CONSERVATION
SECTION 5.301 GENERAL

5.301.1 Scope. The provisions of this chapter shall establish the means of conserving water use indoors, outdoors and in wastewater conveyance.

5.106.5.6.5 Requirement to install EVSE. Level 2 EVSE shall be provided in all existing EV capable spaces to create EVCS when a project is required by California Administrative Code Section 4-309 to be submitted for plan approval to the Division of the State Architect. When EVSE is installed in existing EV capable spaces, accessible EVCS shall be provided in accordance with California Building Code Chapter 11B.

Exception: Projects in which improvements in parking areas consist only of accessibility improvements are not required to comply with Section 5.106.5.6.5.

5.106.8 LIGHT POLLUTION REDUCTION. [N]. l Outdoor lighting systems shall be designed and installed to comply with the following:

1. The minimum requirements in the California Energy Code for Lighting Zones 0-4 as defined in Chapter 10, Section 10-114 of the California Administrative Code; and

2. Backlight (B) ratings as defined in IES TM-15-11 (shown in Table A-1 in Chapter 8);

3. Uplight and Glare ratings as defined in California Energy Code (shown in Tables 130.2-A and 130.2-B in Chapter 8) and

4. Allowable BUG ratings not exceeding those shown in Table 5.106.8, [N] or Comply with a local ordinance lawfully enacted pursuant to Section 101.7, whichever is more stringent.

Exceptions: [N]

1. Luminaires that qualify as exceptions in Sections 130.2 (b) and 140.7 of the California Energy Code.

2. Emergency lighting.

3. Building facade meeting the requirements in Table 140.7-B of the California Energy Code, Part 6.

4. Custom lighting features as allowed by the local enforcing agency, as permitted by Section 101.8 Alternate materials, designs and methods of construction.

5. Luminaires with less than 6,200 initial luminaire lumens.

THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.

N/A Y N/A Y N/A Y N/A
Y = YES
N/A = NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)
RESPON.

PARTY
RESPON.

PARTY
RESPON.

PARTY
RESPON.

PARTY
TABLE 5.106.5.6.3

NUMBER OF PARKING SPACES

IN A PARKING FACILITY

MINIMUM TOTAL POWER (KVA)

REQUIRED FOR EVCS
0-9 0
10-25 7
26-50 14
51-75 20
76-100 27
101-150 40
151-200 60
201 AND OVER Total required KVA = P × .05 × 6.6
Where P = Parking spaces in facility

5.106.5.6.4 EVCS for alterations of or additions to parking facilities. Alterations of or additions to parking facilities shall provide EVCS in compliance with Section 5.106.5.6.4. The installation of infrastructure for EV capable spaces required to be provided without EVSE shall not be required.

5.106.5.6.4.1 Alterations of and additions to parking facilities. EVCS shall be provided in accordance with the number indicated in Table 5.106.5.6.1 or minimum power indicated in Table 5.106.5.6.3 when the scope of work includes an increase in power supply to an electric panel serving light fixtures illuminating the parking area or when area containing parking spaces is added to a parking facility. The number of required EVCS shall be based on the total number of existing and new parking spaces in the parking facility.

5.106.5.6.4.2 Alterations consisting of the installation of photovoltaic systems. EVCS shall be provided in accordance with the number indicated in Table 5.106.5.6.1 or maximum power indicated in Table

5.106.5.6.3 when a new photovoltaic system is installed in an existing parking facility.

5.106.10 GRADING AND PAVING. Construction plans shall indicate how site grading or a drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following:

1. Swales.

2. Water collection and disposal systems.

3. French drains.

4. Water retention gardens.

5. Other water measures which keep surface water away from buildings and aid in groundwater recharge.

Exception: Additions and alterations not altering the drainage path.

5.106.12 SHADE TREES [DSA-SS]. Shade Trees shall be planted to comply with Sections 5.106.12.1, 5.106.12.2, and 5.106.12.3. Percentages shown shall be measured at noon on the summer solstice. Landscape irrigation necessary to establish and maintain tree health shall comply with Section 5.304.6.

5.106.12.1 Surface parking areas. Shade tree plantings, minimum #10 container size or equal, shall be installed to provide shade over 50 percent of the parking area within 15 years.

Exceptions: Surface parking area covered by solar photovoltaic shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu of shade tree planting.

5.106.12.2 Landscape areas. Shade tress plantings, minimum #10 container size or equal shall be installed to provide shade of 20% of the landscape area within 15 years.

Exceptions: Playfields for organized sport activity are not included in the total area calculation.

5.106.12.3. Hardscape areas. Shade tree plantings, minimum #10 container size or equal shall be installed to provide shade over 20 percent of the hardscape area within 15 years.

Exceptions:

1. Walks, hardscape areas covered by solar photovoltaic shade structures or shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu of shade tree planting.

2. Designated and marked play areas of organized sport activity are not included in the total area calculation.

BALANCE. To proportion flows within the distribution system, including sub-mains, branches and terminals, according to design quantities.

BUILDING COMMISSIONING. A systematic quality assurance process that spans the entire design and construction process, including verifying and documenting that building systems and components are planned, designed, installed, tested, operated and maintained to meet the owner’s project requirements.

BUY CLEAN CALIFORNIA ACT (BCCA). The Buy Clean California Act (BCCA) (Public Contract Code Sections 3500-3505) targets carbon emissions associated with the production of structural steel (hot-rolled sections, hollow structural sections, and plate), concrete reinforcing steel, flat glass, and mineral wool board insulation. The maximum acceptable global warming potential (GWP) limits are established by the Department of General Services (DGS), in consultation with the California Air Resources Board (CARB).

CRADLE-TO-GRAVE. Activities associated with a product or building’s life cycle from the extraction stage through disposal stage, and covering modules A1 through C4 in accordance with ISO Standards 14025 and 21930.

ORGANIC WASTE. Food waste, green waste, landscape and pruning wste, nonhazardous wood waste, and food soiled paper waste that is mixed in with food waste.

REFERENCE STUDY PERIOD. The period of use for the building, in years, that will be assumed for life cycle assessment.

TEST. A procedure to determine quantitative performance of a system or equipment TYPE III ENVIRONMENTAL PRODUCT DECLARATION (EPD). A third-party verified report that summarizes how a product impacts the environment. Type III EPDs can be either product-specific, factory-specific, or industry-wide EPDs.

See “Cradle-to-Gate.”
FACTORY-SPECIFIC EPD. A product-specific Type III EPD in which the environmental impacts can be attributed to a single manufacturer and manufacturing facility.

INDUSTRY-WIDE EPD (IW-EPD). A Type III EPD in which the environmental impacts are an average of the typical manufacturing impacts for a range of products within the same product category for a group of manufacturers.

PRODUCT-SPECIFIC EPD. A Type III EPD in which the environmental impacts can be attributed to a product design and manufacturer across multiple facilities. 5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following:

5.303.3.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-Type toilets.

Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush.

5.303.3.2 Urinals.

5.303.3.2.1 Wall-mounted Urinals. The effective flush volume of wall-mounted urinals shall not exceed

0.125 gallons per flush.

5.303.3.2.2 Floor-mounted Urinals. The effective flush volume of floor-mounted or other urinals shall not exceed 0.5 gallons per flush.

5.303.3.3 Showerheads. [BSC-CG]

5.303.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads.

5.303.3.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time.

Note: A hand-held shower shall be considered a showerhead.

1. IESNA Lighting Zones 0 and 5 are not applicable; refer to Lighting Zones as defined in the California Energy Code and Chapter 10 of the Callifornia Administrative Code.

2. For property lines that abut public walkways, bikeways, plazas and parking lots, the property line may be considered to be 5 feet beyond the actual property line for purpose of determining compliance with this section.

For property lines that abut public roadways and public transit corridors, the property line may be considered to be the centerline of the public roadway or public transit corridor for the purpose of determining compliance with this section.

3. General lighting luminaires in areas such as outdoor parking, sales or storage lots shall meet these reduced ratings. Decorative luminaries located in these areas shall meet U-value limits for "all other outdoor lighting"

5.106.8.1 Facing- Backlight
Luminaries within 2MH of a property line shall be oriented so that the nearest property line is behind the fixture, and shall comply with the backlight rating specified in Table 5.106.8 based on the lighting zone and distance to the nearest point of that property line.

Exception: Corners. If two property lines (or two segments of the same property line) have equidistant point to the luminaire, then the luminaire may be oriented so that the intersection of the two lines (the corner) is directly behind the luminaire. The luminaire shall still use the distance to the nearest points(s) on the property lines to determine the required backlight rating.

5.106.8.2 Facing-Glare.

For luminaires covered by 5.106.8.1, if a property line also exists within or extends into the front hemisphere within 2MH of the luminaire then the luminaire shall comply with the more stringent glare rating specified in Table 5.106.8 based on the lighting zone and distance to the nearest point on the nearest property line within the front hemisphere.

Note: [N]

1.See also California Building Code, Chapter 12, Section 1205.6 for college campus lighting requirements for parking facilities and walkways.

2.Refer to Chapter 8 (Compliance Forms, Worksheets and Reference Material) for IES TM-15-11 Table A-1, California Energy Code Tables 130.2-A and 130.2-B.

3. Refer to the California Building Code for requirements for additions and alterations.

5.106.5.6.2.1 Reduced number of EV capable spaces. The installation of each DCFC EVSE shall be permitted to reduce the minimum number of required EV capable spaces indicated in Table 5.106.5.6.1 by five and reduce proportionally the required electrical load capacity to the service panel or subpanel.

5.106.5.6.2.2 Multiple connectors. EVSE with multiple vehicle connectors capable of charging multiple EVs simultaneously shall be permitted if the electrical load capacity required by Section 5.106.5.6.1 for each EV capable space is accumulatively supplied to the EVSE.

5.106.5.6.2.3 Use of automatic load management systems (ALMS). ALMS shall be permitted for EVCS installed in accordance with Section 5.105.5.6.2. When ALMS is installed, the required electrical load capacity specified in Section 5.106.5.6.1 for each EVCS may be reduced when serviced by an EVSE controlled by an ALMS. Each EVSE controlled by an ALMS shall deliver a minimum 30 amperes to an EV when charging one vehicle and shall deliver a minimum 3.3 kW while simultaneously charging multiple EVs.

5.106.5.6.3 EVCS alternative compliance. In lieu of compliance with Section 5.106.5.6.2, EVCS shall be provided with Level 1, low power Level 2, or Level 2, or any combination of Level 1, low power Level 2 or Level 2 EVSE such that the total power supplied by the combination of EVSE meets the minimum power indicated in Table 5.106.5.6.3, based on the total number of actual parking spaces in each parking facility.

POTABLE WATER. Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards. See definition in the California Plumbing Code, Part 5.

POTABLE WATER. [HCD] Water that is satisfactory for drinking, culinary, and domestic purposes, and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards and the requirements of the Health Authority Having Jurisdiction.

SPECIAL LANDSCAPE AREA (SLA). [DSA-SS] An area of the landscape dedicated solely to edible plants, planting areas used for educational purposes, recreational areas, areas irrigated with recycled water, water features using recycled water, and where turf provides a playing surface or gathering space.

SUBMETER. [HCD 1] A secondary device beyond a meter that measures water consumption of an individual rental unit within a multiunit residential structure or mixed-use residential and commercial structure. (See Civic Code Section 1954.202 (g) and Water code Section 517 for additional details.)

1. Calculation for spaces shall be rounded up to the nearest whole number.

2. Each EVCS shall reduce the number of required EV capable spaces by the same number.

5.106.5.6.2 Electric vehicle charging stations (EVCS). EV capable spaces shall be provided with EVSE to create EVCS in the number indicated in Table 5.106.5.6.1 and shall comply with Section 5.106.5.6.2.

EVCS shall be serviced by Level 2 or Direct Current Fast Charging (DCFC) EVSE, or with EVSE in any combination of Level 2 and DCFC. Accessible EVCS shall be provided in accordance with California Building Code Chapter 11B.

TABLE 5.106.5.6.1

TOTAL NUMBER OF ACTUAL

PARKING SPACES

NUMBER OF REQUIRED EV

CAPABLE SPACES

NUMBER OF
REQUIRED EVCS2
0-9 0 0
10-25 41
26-50 8 2
51-75 13 3
76-100 17 4
101-150 25 6
151-200 35 9
201 AND OVER 20 percent of total spaces¹ 25 percent of EV capable spaces¹
TABLE 5.106.8 [N] MAXIMUM ALLOWABLE BACKLIGHT,
UPLIGHT AND GLARE (BUG) RATINGS 1,2

ALLOWABLE RATING

LIGHTING
ZONE
LZ0

LIGHTING
ZONE LZ1

LIGHTING
ZONE LZ2

LIGHTING
ZONE LZ3

LIGHTING
ZONE LZ4

MAXIMUM ALLOWABLE
BACKLIGHT RATING 3
Luminaire greater than 2
mounting heights (MH) from
property line
N/A No Limit No Limit No Limit No Limit
Luminaire back hemisphere is
1-2 MH from property line N/A B2 B3 B4 B4
Luminaire back hemisphere is

0.5-1 MH from property line N/A B1 B2 B3 B3
Luminaire back hemisphere is
less than 0.5 MH from property
line
N/A B0 B0 B1 B2

MAXIMUM ALLOWABLE

UPLIGHT RATING (U)
For area lighting 3 N/A U0 U0 U0 U0
For all other outdoor
lighting,including decorative
luminaires
N/A U1 U2 U3 UR

MAXIMUM ALLOWABLE
GLARE RATING 5 (G)

MAXIMUM ALLOWABLE
GLARE RATING 5 (G) N/A G1 G2 G3 G4

MAXIMUM ALLOWABLE
GLARE RATING 5 (G) N/A G0 G1 G1 G2

MAXIMUM ALLOWABLE
GLARE RATING 5 (G) N/A G0 G0 G1 G1

MAXIMUM ALLOWABLE
GLARE RATING 5 (G) N/A G0 G0 G0 G1
DIVISION 5.4 MATERIAL CONSERVATION AND RESOURCE

EFFICIENCY
SECTION 5.401 GENERAL

5.401.1 SCOPE. The provisions of this chapter specify the requirements of achieving material conservation, resource efficiency, and greenhouse gas (GHG) emission reduction through protection of buildings from exterior moisture, construction waste diversion, employment of techniques to reduce pollution through recycling of materials, the installation of products with lower GHG emissions and building commissioning or testing and adjusting.

SECTION 5.402 DEFINITIONS

5.402.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ADJUST. To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjust a damper.

GRAYWATER. Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated wastewater that has not been contaminated by any toilet discharge, has not been affected by infectious, contaminated, or unhealthy bodily wastes, and does not present a threat from contamination by unhealthful processing, manufacturing, or operating wastes. "Graywater" includes, but is not limited to wastewater from bathtubs, showers, bathroom washbasins, clothes washing machines and laundry tubs, but does not include waste water from kitchen sinks or dishwashers.

MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). The California ordinance regulating landscape design, installation and maintenance practices that will ensure commercial, multifamily and other developer installed landscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area and climatological parameters.

MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). [HCD] The California model ordinance (California Code of Regulations, Title 23, Division 2, Chapter 2.7), regulating landscape design, installation and maintenance practices. Local agencies are required to adopt the updated MWELO, or adopt a local ordinance at least as effective as the MWELO.

SECTION 5.302 DEFINITIONS

5.302.1 Definitions. The following terms are defined in Chapter 2 (and are included here for reference) EVAPOTRANSPIRATION ADJUSTMENT FACTOR (ETAF) [DSA-SS]. An adjustment factor when applied to reference evapotranspiration that adjusts for plant factors and irrigation efficiency, which ae two major influences on the amount of water that needs to be applied to the landscape.

FOOTPRINT AREA [DSA-SS]. The total area of the furthest exterior wall of the structure projected to natural grade, not including exterior areas such as stairs, covered walkways, patios and decks.

METERING FAUCET. A self-closing faucet that dispenses a specific volume of water for each actuation cycle. The volume or cycle duration can be fixed or adjustable.

5.304.6 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. For public schools and community colleges, landscape projects as described in Sections 5.304.6.1 and 5.304.6.2 shall comply with the California Department of Water Resources Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter

2.7, Division 2, Title 23, California Code of Regulations, except that the evapotranspiration adjustment factor (ETAF) shall be 0.65 with an additional water allowance for special landscape areas (SLA) of 0.35.

Exception: Any project with an aggregate landscape area of 2,500 square feet or less may comply with the prescriptive measures contained in Appendix D of the MWELO.

5.304.6.1 Newly constructed landscapes. New construction projects with an aggregate landscape area equal to or greater than 500 square feet.

5.304.6.2 Rehabilitated landscapes. Rehabilitated landscape projects with an aggregate landscape area equal to or greater than 1,200 square feet.

CAL GREEN

CHECKLIST
G012
25036.0-G012
-
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

5.15.2026
25036.0 CENTRAL COAST COMMUNITY ENERGY TENANT IMPROVEMENTS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

BUILDING DEPT.

No. C31466
REN. 1/31/27

LICENSED ARCHITECT

STATE OF CA LIFORNIA
C
H

RISTOPHER BARLO
W

11.24.25 1 03.20.26 P.C. RESPONSE
2 05.18.26 P.C. RESPONSE 2
DIVISION 5.5 ENVIRONMENTAL QUALITY
SECTION 5.501 GENERAL

5.501.1 SCOPE. The provisions of this chapter shall outline means of reducing the quantity of air contaminants that are odorous, irritating, and/or harmful to the comfort and well-being of a building's installers, occupants and neighbors.

SECTION 5.502 DEFINITIONS

5.502.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ARTERIAL HIGHWAY. A general term denoting a highway primarily for through traffic usually on a continuous route.

A-WEIGHTED SOUND LEVEL (dBA). The sound pressure level in decibels as measured on a sound level meter using the internationally standardized A-weighting filter or as computed from sound spectral data to which A-weighting adjustments have been made.
1 BTU/HOUR. British thermal units per hour, also referred to as Btu. The amount of heat required to raise one pound of water one degree Fahrenheit per hour, a common measure of heat transfer rate. A ton of refrigeration is 12,000 Btu, the amount of heat required to melt a ton (2,000 pounds) of ice at 320 Fahrenheit.

COMMUNITY NOISE EQUIVALENT LEVEL (CNEL). A metric similar to the day-night average sound level (Ldn), except that a 5 decibel adjustment is added to the equivalent continuous sound exposure level for evening hours (7pm to 10pm) in addition to the 10 dB nighttime adjustment used in the Ldn.

COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. “Composite wood products” does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, timber, prefabricated wood I–joists or finger–jointed lumber, all as specified in California Code of Regulations (CCR), Title 17, Section 93120.1(a).

Note: See CCR, Title 17, Section 93120.1.

DAY-NIGHT AVERAGE SOUND LEVEL (Ldn). The A-weighted equivalent continuous sound exposure level for a 24-hour period with a 10 dB adjustment added to sound levels occurring during nighttime hours (10p.m. to 7 a.m.).

DECIBEL (db). A measure on a logarithmic scale of the magnitude of a particular quantity (such as sound pressure, sound power, sound intensity) with respect to a reference quantity.

EXPRESSWAY. An arterial highway for through traffic which may have partial control of access, but which may or may not be divided or have grade separations at intersections.

FREEWAY. A divided arterial highway with full control of access and with grade separations at intersections.

GLOBAL WARMING POTENTIAL (GWP). The radiative forcing impact of one mass-based unit of a given greenhouse gas relative to an equivalent unit of carbon dioxide over a given period of time. Carbon dioxide is the reference compound with a GWP of one.

GLOBAL WARMING POTENTIAL VALUE (GWP VALUE). A 100-year GWP value published by the Intergovernmental Panel on Climate Change (IPCC) in either its Second Assessment Report (SAR) (IPCC, 1995); or its Fourth Assessment A-3 Report (AR4) (IPCC, 2007). The SAR GWP values are found in column "SAR (100-yr)" of Table 2.14.; the AR4 GWP values are found in column "100 yr" of Table 2.14.

HIGH-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that is: (a) a chlorofluorocarbon, a hdrochlorofluorocarbon, a hydrofluorocarbon, a perfluorocarbon, or any compound or blend of compounds, with a GWP value equal to or greater than 150, or (B) any ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009).

LONG RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.5 times the pipe diameter.

LOW-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that: (A) has a GWP value less than 150, and (B) is not an ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009).

MERV. Filter minimum efficiency reporting value, based on ASHRAE 52.2–1999.

MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base REactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundreths of a gram (g O3
/g ROC).

PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging).

PSIG. Pounds per square inch, guage.

REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere.

SCHRADER ACCESS VALVES. Access fittings with a valve core installed.

SHORT RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.0 times the pipe diameter.

SUPERMARKET. For the purposes of Section 5.508.2, a supermarket is any retail food facility with 8,000 square feet or more conditioned area, and that utilizes either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units.

VOC. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a).

Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definition included in that specific regulation is the one that prevails for the specific measure in question.

SECTION 5.504 POLLUTANT CONTROL

5.504.1 TEMPORARY VENTILATION. The permanent HVAC system shall only be used during construction if necessary to condition the building or areas of addition or alteration within the required temperature range for material and equipment installation. If the HVAC system is used during construction, use return air filters with a Minimum Efficiency Reporting Value (MERV) of 8, based on ASHRAE 52.2-1999, or an average efficiency of 30% based on ASHRAE 52.1-1992 Replace all filters immediately prior to occupancy, or, if the building is occupied during alteration, at the conclusion of construction.

5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of rough installation and during storage on the construction site until final startup of the heating, cooling and ventilation equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and debris which may enter the system.

5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR). [N] The expectations and requirements of the building appropriate to its phase shall be documented before the design phase of the project begins. This documentation shall include the following:

1. Environmental and sustainability goals.

2. Building sustainable goals.

3. Indoor environmental quality requirements.

4. Project program, including facility functions and hours of operation, and need for after hours operation.

5. Equipment and systems expectations.

6. Building occupant and operation and maintenance (O&M) personnel expectations.

5.410.2.2 Basis of Design (BOD). [N] A written explanation of how the design of the building systems meets the OPR shall be completed at the design phase of the building project. The Basis of Design document shall cover the following systems:

1. Renewable energy systems.

2. Landscape irrigation systems.

3. Water reuse system.

5.410.2.3 Commissioning plan. [N] Prior to permit issuance a commissioning plan shall be completed to document how the project will be commissioned. The commissioning plan shall include the following:

1. General project information.

2. Commissioning goals.

3. Systems to be commissioned. Plans to test systems and components shall include:
a. An explanation of the original design intent.
b. Equipment and systems to be tested, including the extent of tests. c. Functions to be tested.
d. Conditions under which the test shall be performed.
e. Measurable criteria for acceptable performance.

4. Commissioning team information.

5. Commissioning process activities, schedules and responsibilities. Plans for the completion of commissioning shall be included.

5.410.2.4 Functional performance testing. [N] Functional performance tests shall demonstrate the correct installation and operation of each component, system and system-to-system interface in accordance with the approved plans and specifications. Functional performance testing reports shall contain information addressing each of the building components tested, the testing methods utilized, and include any readings and adjustments made.

TABLE 5.504.4.1 - ADHESIVE VOC LIMIT1,2
Less Water and Less Exempt Compounds in Grams per Liter

ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT
INDOOR CARPET ADHESIVES 50
CARPET PAD ADHESIVES 50
OUTDOOR CARPET ADHESIVES 150
WOOD FLOORING ADHESIVES 100
RUBBER FLOOR ADHESIVES 60
SUBFLOOR ADHESIVES 50
CERAMIC TILE ADHESIVES 65
VCT & ASPHALT TILE ADHESIVES 50
DRYWALL & PANEL ADHESIVES 50
COVE BASE ADHESIVES 50
MULTIPURPOSE CONSTRUCTION ADHESIVES 70
STRUCTURAL GLAZING ADHESIVES 100
SINGLE-PLY ROOF MEMBRANE ADHESIVES 250
OTHER ADHESIVES NOT SPECIFICALLY LISTED 50

SPECIALTY APPLICATIONS
PVC WELDING 510
CPVC WELDING 490
ABS WELDING 325
PLASTIC CEMENT WELDING 250
ADHESIVE PRIMER FOR PLASTIC 550
CONTACT ADHESIVE 80
SPECIAL PURPOSE CONTACT ADHESIVE 250
STRUCTURAL WOOD MEMBER ADHESIVE 140
TOP & TRIM ADHESIVE 250

SUBSTRATE SPECIFIC APPLICATIONS
METAL TO METAL 30
PLASTIC FOAMS 50
POROUS MATERIAL (EXCEPT WOOD) 50
WOOD 30
FIBERGLASS 80

1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED.

2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC

CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168, www.arb.ca.gov/DRDB/SC/CURHTML/R1168.PDF TABLE 5.504.4.2 - SEALANT VOC LIMIT
Less Water and Less Exempt Compounds in Grams per Liter

SEALANTS CURRENT VOC LIMIT
ARCHITECTURAL 250
MARINE DECK 760
NONMEMBRANE ROOF 300
ROADWAY 250
SINGLE-PLY ROOF MEMBRANE 450
OTHER 420

SEALANT PRIMERS

ARCHITECTURAL
NONPOROUS 250
POROUS 775
MODIFIED BITUMINOUS 500
MARINE DECK 760
OTHER 750
NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC

CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168.

NONRESIDENTIAL MANDATORY MEASURES, SHEET 3

5.409.3.2 Verification of compliance. Calculations to demonstrate compliance, Type III EPDs for products required to comply, if included in the project, and Worksheet WS-5 signed by the design professional of record shall be provided on the construction documents. Updated EPDs for products used in construction shall be provided to the owner at the close of construction and to the enforcement entity upon request. The enforcing agency may require inspection and inspection reports in accordance with Sections 702.2 and 703.1 during and at completion of construction to demonstrate substantial conformance. Inspection shall be performed by the design professional of record or third party acceptable to the enforcing agency.

SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS

5.410.1 RECYCLING BY OCCUPANTS. Provide readily accessible areas that serve the entire building and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals or meet a lawfully enacted local recycling ordinance, if more restrictive.

Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code 42649.82 (a)(2)(A) et seq. shall also be exempt from the organic waste portion of this section.

5.410.1.1 Additions. All additions conducted within a 12-month period under single or multiple permits, resulting in an increase of 30% or more in floor area, shall provide recycling areas on site.

Exception: Additions within a tenant space resulting in less than a 30% increase in the tenant space floor area.

5.410.1.2 Sample ordinance. Space allocation for recycling areas shall comply with Chapter 18, Part 3, Division 30 of the Public Resources Code. Chapter 18 is known as the California Solid Waste Reuse and Recycling Access Act of 1991 (Act).

Note: A sample ordinance for use by local agencies may be found in Appendix A of the document at the CalRecycle’s web site.

5.410.2.5 Documentation and training. [N] A Systems Manual and Systems Operations Training are required, including Occupational Safety and Health Act (OSHA) requirements in California Code of Regulations (CCR), Title 8, Section 5142, and other related regulations.

5.410.2.5.1 Systems manual. [N] Documentation of the operational aspects of the building shall be completed within the systems manual and delivered to the building owner or representative. The systems manual shall include the following:

1. Site information, including facility description, history and current requirements.

2. Site contact information.

3. Basic operations and maintenance, including general site operating procedures, basic troubleshooting, recommended maintenance requirements, site events log.

4. Major systems.

5. Site equipment inventory and maintenance notes.

6. A copy of verifications required by the enforcing agency or this code.

7. Other resources and documentation, if applicable.

5.504.4 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with Sections 5.504.4.1 through

5.504.4.6.

5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall meet the requirements of the following standards:

1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.4.1 and 5.504.4.2. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), except for aerosol products as specified in subsection 2, below.

2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507.

THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.

Y N/A

5.410.2 COMMISSIONING. [N] New buildings 10,000 square feet and over. For new buildings 10,000 square feet and over, building commissioning shall be included in the design and construction processes of the building project to verify that the building systems and components meet the owner’s or owner representative’s project requirements.

Commissioning shall be performed in accordance with this section by trained personnel with experience on projects of comparable size and complexity. For I-occupancies that are not regulated by OSHPD or for I-occupancies and L-occupancies that are not regulated y the California Energy Code Section 100.0 Scope, all requirements in Sections

5.410.2 through 5.410.2.6 shall apply.

Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting systems and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements Commissioning requirements shall include:

1. Owner’s or Owner representative’s project requirements.

2. Basis of Design.

3. Commissioning measures shown in the construction documents.

4. Commissioning plan.

5. Functional performance testing.

6. Documentation and training.

7. Commissioning report.

Exceptions:

1. Unconditioned warehouses of any size.

2. Areas less than 10,000 square feet used for offices or other conditioned accessory spaces within unconditioned warehouses.

3. Tenant improvements less than 10,000 square feet as described in Section 303.1.1.

4. Open parking garages of any size, or open parking garage areas, of any size, within a structure.

Note: For the purposes of this section, unconditioned shall mean a building, area or room which does not provide heating and/or air conditioning.

Informational Notes:

1. . Functional performance testing for heating, ventilation, air conditioning systems and lighting controls must be performed in compliance with the California Energy Code.

5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing signed by the individual responsible for performing these services.

5.410.4.5 Operation and maintenance (O & M) manual. Provide the building owner or representative with detailed operating and maintenance instructions and copies of guaranties/warranties for each system. O & M instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related regulations.

5.410.4.5.1 Inspections and reports. Include a copy of all inspection verifications and reports required by the enforcing agency.

RESPON. Y N/A Y N/A Y N/A
PARTY
RESPON.

PARTY
RESPON.

PARTY
RESPON.

PARTY
Y = YES
N/A = NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)

1. The GWP values of the products listed in Table 5.409.3 are based on 175 percent of Buy Clean California Act (BCCA) GWP values, except for concrete products which are not included in the BCCA.

2. For concrete, 175 percent of the National Ready Mixed Concrete Association (NRMCA) 2022 version 3 Pacific Southwest regional benchmark values are used for the GWP allowed, except for High Early Strength.

3. Concrete High Early Strength ready-mixed shall be calculated at 130 percent of the ready-mixed concrete GWP allowed values for each product category.

5.409.3.1 Products shall not exceed the maximum GWP value specified in Table 5.409.3.

TABLE 5.409.3

PRODUCT GWP LIMITS

BUY CLEAN CALIFORNIA

MATERIALS PRODUCT
CATEGORY1

MAXIMUM

ACCEPTABLE GWP
VALUE (unfabricated)
(GWPallowed)

UNIT OF

MEASUREMENT
Hot-rolled structural steel
sections 1.77 MT CO2e/MT
Hollow structural sections 3.00 MT CO2e/MT
Steel plate 2.61 MT CO2e/MT
Concrete reinforcing steel 1.56 MT CO2e/MT
Flat glass 2.50 kg CO2e/MT
Light-density mineral
wool board insulation 5.83 kg CO2e/MT
Heavy-density mineral
wool board insulation 14.28 kg CO2e/MT
Concrete, Ready-Mixed2
, 3

CONCRETE PRODUCT

CATEGORY

MAXIMUM GWP

ALLOWED VALUE
(GWPallowed)

UNIT OF

MEASUREMENT
up to 2499 psi 450 kg CO2e/m3
2500−3499 psi 489 kg CO2e/m3
3500−4499 psi 566 kg CO2e/m3
4500−5499 psi 661 kg CO2e/m3
5500−6499 psi 701 kg CO2e/m3
6500 psi and greater 799 kg CO2e/m3
Concrete, Lightweight Ready-Mixed2

CONCRETE PRODUCT

CATEGORY

MAXIMUM GWP

ALLOWED VALUE
(GWPallowed)

UNIT OF

MEASUREMENT
up to 2499 psi 875 kg CO2e/m3
2500−3499 psi 956 kg CO2e/m3
3500−4499 psi 1039 kg CO2e/m3

5.409.2 Whole building life cycle assessment. Projects shall conduct a cradle-to-grave whole building life cycle assessment performed in accordance with ISO 14040 and ISO 14044, excluding operating energy, and demonstrating a minimum 10-percent reduction in global warming potential (GWP) as compared to a reference baseline building of similar size, function, complexity, type of construction, material specification, and location that meets the requirements of the California Energy Code currently in effect. Software used to conduct the whole building life cycle assessment, including reference baseline building, shall have a data set compliant with ISO 14044, and ISO 21930 or EN 15804, and the software shall conform to ISO 21931 and/or EN 15978. The software tools and data sets shall be the same for evaluation of both the baseline building and the proposed building.

Notes:

1. Software for calculating whole building life cycle assessment is available for free at Athena Sustainable Materials Institute (https://calculatelca.com/software/impact-estimator/) and OneClick LCA-Planetary (www.oneclicklca.com/planetary). Paid versions include, but are not limited to, Sphera GaBi Solutions (gabi.sphera.com), SimaPro (simapro.com), One-Click LCA (www.oneclicklca.com) and Tally for Revit (apps.autodesk.com).

2. ASTM E2921-22 “Standard Practice for Minimum Criteria for Comparing Whole Building Life Cycle Assessments for Use with Building Codes, Standards, and Rating Systems” may be consulted for the assessment.

3. In addition to the required documentation specified in Section 5.409.2.3, Worksheet WS-9 may be required by the enforcing entity to demonstrate compliance with the requirements.

5.409.2.1 Building components. Building enclosure components included in the assessment shall be limited to glazing assemblies, insulation, and exterior finishes. Primary and secondary structural members included in the assessment shall be limited to footings and foundations, and structural columns, beams, walls, roofs, and floors.

5.409.2.2 Reference study period. The reference study period of the proposed building shall be equal to the reference baseline building and shall be 60 years.

5.409.2.3 Verification of compliance. A summary of the GWP analysis produced by the software and Worksheet WS-4 signed by the design professional of record shall be provided in the construction documents as documentation of compliance. A copy of the whole building life cycle assessment which includes the GWP analysis produced by the software, in addition to maintenance and training information, shall be included in the operation and maintenance manual and shall be provided to the owner at the close of construction. The enforcing agency may require inspection and inspection reports in accordance with Sections 702.2 and 703.1 during and at completion of construction to demonstrate substantial conformance. Inspection shall be performed by the design professional of record or third party acceptable to the enforcing agency.

5.409.3 Product GWP compliance—prescriptive path. Each product that is permanently installed and listed in Table 5.409.3 shall have a Type III environmental product declaration (EPD), either product-specific or factory-specific.

SECTION 5.503 FIREPLACES

5.503.1 FIREPLACES. Install only a direct-vent sealed-combustion gas or sealed wood-burning fireplace, or a sealed woodstove or pellet stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6, Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local ordinances.

5.503.1.1 Woodstoves. Woodstoves and pellet stoves shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits.

5.410.4.2 (Reserved)
Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting system and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements and Sections 120.5, 120.6, 130.4, and 140.9(b)3 for additional testing requirements of specific systems.

5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be included for testing and adjusting shall include at a minimum, as applicable to the project:

1. Renewable energy systems.

2. Landscape irrigation systems.

3. Water reuse systems.

5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with manufacturer's specifications and applicable standards on each system.

5.410.4.3.1 HVAC balancing. In addition to testing and adjusting, before a new space-conditioning system serving a building or space is operated for normal use, the system shall be balanced in accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National Standards; the National Environmental Balancing Bureau Procedural Standards; Associated Air Balance Council National Standards or as approved by the enforcing agency.

5.410.2.6 Commissioning report. [N] A report of commissioning process activities undertaken through the design and construction phases of the building project shall be completed and provided to the owner or representative.

5.410.4 TESTING AND ADJUSTING. New buildings less than 10,000 square feet. Testing and adjusting of systems shall be required for new buildings less than 10,000 square feet or new systems to serve an addition or alteration subject to Section 303.1.

5.410.2.5.2 Systems operations training. [N] A program for training of the appropriate maintenance staff for each equipment type and/or system shall be developed and documented in the commissioning report and shall include the following:

1. System/equipment overview (what it is, what it does and with what other systems and/or equipment it interfaces).

2. Review and demonstration of servicing/preventive maintenance.

3. Review of the information in the Systems Manual.

4. Review of the record drawings on the system/equipment.

Exception: Concrete may be considered one product category to meet compliance with this section. A weighted average of the maximum GWP for all concrete mixes installed in the project shall be less than the weighted average maximum GWP allowed per Table 5.409.3 using Exception Equation 5.409.3.1. Calculations shall be performed with consistent units of measurement for the material quantity and the GWP value.

For the purposes of this exception, industry-wide EPDs are acceptable.

Exception EQUATION 5.409.3.1
GWPn < GWPallowed
where
GWPn = Σ (GWPn)(vn)
and
GWPallowed = Σ (GWPallowed)(vn)
and
n = each concrete mix installed in the project
GWPn = the GWP for concrete mix n per concrete
mix EPD, in kg CO2e/m3
GWPallowed = the GWP potential allowed for concrete
mix n per Table 5.409.3
vn = the volume of concrete mix n installed in
the project, in m3
SECTION 5.409 LIFE CYCLE ASSESSMENT

5.409.1 SCOPE. [BSC-CG] Effective July 1, 2024, projects consisting of newly constructed building(s) with a combined floor area of 100,000 square feet or greater shall comply with either Section 5.409.2 or Section 5.409.3.

Alteration(s) to existing building(s) where the combined altered floor area is 100,000 square feet or greater shall comply with either Section 5.105.2, 5.409.2, or 5.409.3. Addition(s) to existing building(s) where the total floor area combined with the existing building(s) is 100,000 square feet or greater shall comply with either Section 5.105.2, Section 5.409.2, or Section 5.409.3. Effective January 1, 2026, the combined floor area shall be 50,000 square feet or greater.
[DSA-SS] Projects consisting of newly constructed building(s) with a combined floor area of 50,000 square feet or greater shall comply with either Section 5.409.2 or Section 5.409.3. Alteration(s) to existing building(s) where the combined altered floor area is 50,000 square feet or greater shall comply with either Section 5.105.2, 5.409.2, or

5.409.3. Addition(s) to existing building(s) where the total floor area combined with the existing building(s) is 50,000 square feet or greater shall comply with either Section 5.105.2, Section 5.409.2, or Section 5.409.3.

5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. 100 percent of trees, stumps, rocks and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such material may be stockpiled on site until the storage site is developed.

Exception: Reuse, either on or off-site, of vegetation or soil contaminated by disease or pest infestation.

Notes:

1. If contamination by disease or pest infestation is suspected, contact the County Agricultural Commissioner and follow its direction for recycling or disposal of the material.

2. For a map of know pest and/or disease quarantine zones, consult with the California Department of Food and Agriculture. (www.cdfa.ca.gov)

CAL GREEN

CHECKLIST
G013
25036.0-G013
-
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

5.15.2026
25036.0 CENTRAL COAST COMMUNITY ENERGY TENANT IMPROVEMENTS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

BUILDING DEPT.

No. C31466
REN. 1/31/27

LICENSED ARCHITECT

STATE OF CA LIFORNIA
C
H

RISTOPHER BARLO
W

11.24.25 1 03.20.26 P.C. RESPONSE
2 05.18.26 P.C. RESPONSE 2

5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 5.504.4.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 of the 2007 California Air Resources Board Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall apply.

5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8 Rule 49.

5.504.4.5 Composite wood products. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure (ATCM) for Composite Wood (17 CCR 93120 et seq.). Those materials not exempted under the ATCM must meet the specified emission limits, as shown in Table 5.504.4.5.

5.504.4.5.3 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following:

1. Product certifications and specifications.

2. Chain of custody certifications.

3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.).

4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269 or European 636 3S standards.

5. Other methods acceptable to the enforcing agency.

SPECIALTY COATINGS:

ALUMINUM ROOF COATINGS 400
BASEMENT SPECIALTY COATINGS 400
BITUMINOUS ROOF COATINGS 50
BITUMINOUS ROOF PRIMERS 350
BOND BREAKERS 350
CONCRETE CURING COMPOUNDS 350
CONCRETE/MASONRY SEALERS 100
DRIVEWAY SEALERS 50
DRY FOG COATINGS 150
FAUX FINISHING COATINGS 350
FIRE RESISTIVE COATINGS 350
FLOOR COATINGS 100
FORM-RELEASE COMPOUNDS 250
GRAPHIC ARTS COATINGS (SIGN PAINTS) 500
HIGH-TEMPERATURE COATINGS 420
INDUSTRIAL MAINTENANCE COATINGS 250
LOW SOLIDS COATINGS1 120
MAGNESITE CEMENT COATINGS 450
MASTIC TEXTURE COATINGS 100
METALLIC PIGMENTED COATINGS 500
MULTICOLOR COATINGS 250
PRETREATMENT WASH PRIMERS 420
PRIMERS, SEALERS, & UNDERCOATERS 100
REACTIVE PENETRATING SEALERS 350
RECYCLED COATINGS 250
ROOF COATINGS 50
RUST PREVENTATIVE COATINGS 250
SHELLACS:

CLEAR 730
OPAQUE 550
SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100
STAINS 250
STONE CONSOLIDANTS 450
SWIMMING POOL COATINGS 340
TRAFFIC MARKING COATINGS 100
TUB & TILE REFINISH COATINGS 420
WATERPROOFING MEMBRANES 250
WOOD COATINGS 275
WOOD PRESERVATIVES 350
ZINC-RICH PRIMERS 340

1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS

2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE.

3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD.

TABLE 5.504.4.5 - FORMALDEHYDE LIMITS1

MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION

PRODUCT CURRENT LIMIT
HARDWOOD PLYWOOD VENEER CORE 0.05
HARDWOOD PLYWOOD COMPOSITE CORE 0.05
PARTICLE BOARD 0.09
MEDIUM DENSITY FIBERBOARD 0.11
THIN MEDIUM DENSITY FIBERBOARD2 0.13

1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12.

2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCHES (8 MM).

5.508.2.6 Evacuation. The system shall be evacuated after pressure testing and prior to charging.

5.508.2.6.1 First vacuum. Pull a system vacuum down to at least 1000 microns (+/- 50 microns), and hold for 30 minutes.

5.508.2.6.2 Second vacuum. Pull a second system vacuum to a minimum of 500 microns and hold for 30 minutes.

5.508.2.6.3 Third vacuum. Pull a third vacuum down to a minimum of 300 microns, and hold for 24 hours with a maximum drift of 100 microns over a 24-hour period.

CHAPTER 7

INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS
702 QUALIFICATIONS
702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems.

Examples of acceptable HVAC training and certification programs include but are not limited to the following:

1. State certified apprenticeship programs.

2. Public utility training programs.

3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations.

4. Programs sponsored by manufacturing organizations.

5. Other programs acceptable to the enforcing agency.
702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector:

1. Certification by a national or regional green building program or standard publisher.

2. Certification by a statewide energy consulting or verification organization, building performance contractors, and home energy auditors.

3. Successful completion of a third party apprentice training program in the appropriate trade.

4. Other programs acceptable to the enforcing agency.

Notes:

1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. [BSC-CG] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency.

Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS
703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist.

NONRESIDENTIAL MANDATORY MEASURES, SHEET 4
SECTION 5.505 INDOOR MOISTURE CONTROL

5.505.1 INDOOR MOISTURE CONTROL. Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1202 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures, see Section 5.407.2 of this code.

SECTION 5.506 INDOOR AIR QUALITY

5.506.1 OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in buildings, meet the minimum requirements of Section 120.1 (Requirements For Ventilation) of the California Energy Code, or the applicable local code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8.

5.506.2 CARBON DIOXIDE (CO2) MONITORING. For buildings or additions equipped with demand control ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the requirements of the California Energy Code, Section 120(c)(4).

5.506.3 Carbon dioxide (CO2) monitoring in classrooms.
[DSA-SS] Classrooms and other similar rooms that are used for group instruction shall be equipped with a carbon dioxide monitor or sensor.
[BSC-CG] Newly constructed projects and qualifying additions and alterations (per scope in Section 301.3) for University of California, California State University and private school classrooms, lecture and post-secondary classrooms shall be equipped with a carbon dioxide monitor or sensor. [DSA-SS, BSC-CG] The carbon dioxide monitor or sensor shall meet the following requirements:

1. The monitor or sensor shall be permanently affixed in a tamper-proof manner in each classroom between 3 and 6 feet (914 mm and 1829 mm) above the floor and at least 5 feet (1524 mm) away from door and operable windows.

2. When the monitor or sensor is not integral to an Energy Management Control System (EMCS), the monitor or sensor shall display the carbon dioxide readings on the device. When the sensor is integral to an EMCS, the carbon dioxide readings shall be available to and regularly monitored by facility personnel.

3. A monitor shall provide notification though a visual indicator on the monitor when the carbon dioxide levels in the classroom have exceeded 1,100ppm. A sensor integral to an EMCS shall provide notification to facility personnel through a visual and/or audible indicator when the carbon dioxide levels in the classroom have exceed 1,100ppm.

4. The monitor or EMCS devices used to measure carbon dioxide levels shall maintain a record of previous data that includes at least the maximum carbon dioxide concentration measured.

5. The monitor or sensor used to measure carbon dioxide levels shall have the capacity to measure carbon dioxide levels with a range of 400ppm to 2000ppm or greater.

6. The monitor or sensor shall be certified by the manufacturer to be accurate within 75ppm at 1,000ppm carbon dioxide concentration and shall be certified by the manufacturer to require calibration no more frequently than once every 5 years.

SECTION 5.507 ENVIRONMENTAL COMFORT

5.507.4 ACOUSTICAL CONTROL. Employ building assemblies and components with Sound Transmission Class (STC) values determined in accordance with ASTM E 90 and ASTM E 413, or Outdoor-Indoor Sound Transmission Class (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method in Section 5.507.4.1 or 5.507.4.2.

Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking structures and utility buildings.

Exception: [DSA-SS] For public schools and community colleges, the requirements of this section and all subsections apply only to new construction.

5.507.4.1 Exterior noise transmission, prescriptive method. Wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall meet a composite STC rating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of 40 or OITC of 30 in the following locations:

1. Within the 65 CNEL noise contour of an airport.

Exceptions:

1. Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible Land Use Zone (AICUZ) plan.

2. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed shall be determined by the local general plan noise element.

2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or fixed-guideway source as determined by the Noise Element of the General Plan.

5.507.4.1.1. Noise exposure where noise contours are not readily available. Buildings exposed to a noise level of 65 dB Leq - 1-hr during any hour of operation shall have building, addition or alteration exterior wall and roof-ceiling assemblies exposed to the noise source meeting a composite STC rating of at least 45 (or OITC 35), with exterior windows of a minimum STC of 40 (or OITC 30).

5.507.4.2 Performance Method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does not exceed an hourly equivalent noise level (Leq-1Hr) of 50 dBA in occupied areas during any hour of operation.

5.507.4.2.1 Site Features. Exterior features such as sound walls or earth berms may be utilized as appropriate to the building, addition or alteration project to mitigate sound migration to the interior.

5.507.4.2.2 Documentation of Compliance. An acoustical analysis documenting complying interior soundlevels shall be prepared by personnel approved by the architect or engineer of record.

5.507.4.3 Interior sound transmission. Wall and floor-ceiling assemblies separating tenant spaces and tenant spaces and public places shall have an STC of at least 40.

Note: Examples of assemblies and their various STC ratings may be found at the California Office of Noise Control: www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf.

SECTION 5.508 OUTDOOR AIR QUALITY

5.508.1 Ozone depletion and greenhouse gas reductions. Installations of HVAC, refrigeration and fire suppression equipment shall comply with Sections 5.508.1.1 and 5.508.1.2.

5.508.1.1 Chlorofluorocarbons (CFCs). Install HVAC, refrigeration and fire suppression equipment that do not contain CFCs.

5.508.1.2 Halons. Install HVAC, refrigeration and fire suppression equipment that do not contain Halons.

5.508.2 Supermarket refrigerant leak reduction. New commercial refrigeration systems shall comply with the provisions of this section when installed in retail food stores 8,000 square feet or more conditioned area, and that utilize either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. The leak reduction measures apply to refrigeration systems containing high-global-warming potential (high-GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems include both new facilities and the replacement of existing refrigeration systems in existing facilities.

Exception: Refrigeration systems containing low-global warming potential (low-GWP) refrigerant with a GWP value less than 150 are not subject to this section. Low-GWP refrigerants are nonozone-depleting refrigerants that include ammonia, carbon dioxide (CO2), and potentially other refrigerants.

5.508.2.1 Refrigerant piping. Piping compliant with the California Mechanical Code shall be installed to be accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside diameter (OD) less than 1/4 inch, flared tubing connections and short radius elbows shall not be used in refrigerant systems except as noted below.

5.508.2.1.1 Threaded pipe. Threaded connections are permitted at the compressor rack.

5.508.2.1.2 Copper pipe. Copper tubing with an OD less than 1/4 inch may be used in systems with a refrigerant charge of 5 pounds or less.

5.508.2.1.2.1 Anchorage. One-fouth-inch OD tubing shall be securely clamped to a rigid base to keep vibration levels below 8 mils.

5.508.2.1.3 Flared tubing connections. Double-flared tubing connections may be used for pressure controls, valve pilot lines and oil.

Exception: Single-flared tubing connections may be used with a multiring seal coated with industrial sealant suitable for use with refrigerants and tightened in accordance with manufacturer's recommendations.

5.508.2.1.4 Elbows. Short radius elbows are only permitted where space limitations prohibit use of long radius elbows.

5.508.2.2 Valves. Valves Valves and fittings shall comply with the California Mechanical Code and as follows.

5.508.2.2.1 Pressure relief valves. For vessels containing high-GWP refrigerant, a rupture disc shall be installed between the outlet of the vessel and the inlet of the pressure relief valve.

5.508.2.2.1.1 Pressure detection. A pressure gauge, pressure transducer or other device shall be installed in the space between the rupture disc and the relief valve inlet to indicate a disc rupture or discharge of the relief valve.

5.508.2.2.2 Access valves. Only Schrader access valves with a brass or steel body are permitted for use.

5.508.2.2.2.1 Valve caps. For systems with a refrigerant charge of 5 pounds or more, valve caps shall be brass or steel and not plastic.

5.508.2.2.2.2 Seal caps. If designed for it, the cap shall have a neoprene O-ring in place.

5.508.2.2.2.2.1 Chain tethers. Chain tethers to fit ovr the stem are required for valves designed to have seal caps.

Exception: Valves with seal caps that are not removed from the valve during stem operation.

5.508.2.3 Refrigerated service cases. Refrigerated service cases holding food products containing vinegar and salt shall have evaporator coils of corrosion-resistant material, such as stainless steel; or be coated to prevent corrosion from these substances.

5.508.2.3.1 Coil coating. Consideration shall be given to the heat transfer efficiency of coil coating to maximize energy efficiency.

5.508.2.4 Refrigerant receivers. Refrigerant receivers with capacities greater than 200 pounds shall be fitted with a device tha indicates the level of refrigerant in the receiver.

5.508.2.5 Pressure testing. The system shall be pressure tested during installation prior to evacuation and charging.

5.508.2.5.1 Minimum pressure. The system shall be charged with regulated dry nitrogen and appropriate tracer gas to bring system pressure up to 300 psig minimum.

5.508.2.5.2 Leaks. Check the system for leaks, repair any leaks, and retest for pressure using the same gauge.

5.508.2.5.3 Allowable pressure change. The system shall stand, unaltered, for 24 hours with no more than a +/- one pound pressure change from 300 psig, measured with the same gauge.

5.504.4.6 Resilient flooring systems. Where resilient flooring is installed, at least 80 percent of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specifications 01350)
See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material

5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooring materials meet the pollutant emission limits.

5.504.4.7 Thermal insulation
Comply with the requirements of the California Department of Public Health, "Standard Method of the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, "Version 1.2, January 1.2, January 2017 (Emission testing method for California Specification 01350).

See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material

5.504.4.7.1 Verification of compliance.

Documentation shall be provided verifying that thermal insulation materials meet the pollutant emission limits.

5.504.4.8 Acoustical ceiling and wall panels.

Comply with the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, " Version 1.2, January 2017 (Emission testing method for California Specification 01350).

See California Department of Public Health's website for certification programs and testing labs.

5.504.4.8.1 Verification of compliance. Documentation shall be provided verifying that acoustical finish materials meet the pollutant emission limits.

5.504.5 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of

13. MERV 13 filters shall be installed prior to occupancy, and recommendations for maintenance with filters of the same value shall be included in the operation and maintenance manual.

Exceptions: Existing mechanical equipment.

5.504.5.1 Labeling. Installed filters shall be clearly labeled by the manufacturer indicating the MERV rating.

5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. Where outdoor areas are provided for smoking, prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and within the building as already prohibited by other laws or regulations; or as enforced by ordinances, regulations or policies of any city, county, city and county, California Community College, campus of the California State University, or campus of the University of California, whichever are more stringent. When ordinances, regulations or policies are not in place, post signage to inform building occupants of the prohibitions.

5.504.4.3.2 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following:

1. Manufacturer's product specification

2. Field verification of on-site product containers

5.504.4.4 Carpet Systems.

All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." Version 1.2, January 2017 (Emission testing method for California Specifications 01350).

See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material

5.504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,"Version 1.2, January 2017 (Emission testing method for California Specifications 01350).

See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material

5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 5.504.4.1.

THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.

Y N/A RESPON. Y N/A Y N/A Y N/A
PARTY
RESPON.

PARTY
RESPON.

PARTY
RESPON.

PARTY
Y = YES
N/A = NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)
TABLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL
COATINGS2,3

GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS

COATING CATEGORY CURRENT VOC LIMIT
FLAT COATINGS 50
NONFLAT COATINGS 100
NONFLAT HIGH GLOSS COATINGS 150

40 40

68.98 0' SBL

64.13 0' SBL 13.00

84.01 147.36

82.00 30" CAMPH

EXISTING

ONE STORY COMMERCIAL BUILDING
ENTRY
PA
PA
(E) DW
40 40
(E) DW
RAMP
40 (E) CG & SW

P O R T E R S T R E E T

EV CHARGING
ONLY

EV CHARGING
ONLY

EV CHARGING
ONLY

EV CHARGING
ONLY
NO

PARKING

EXISTING FINISH
FLOOR ELEVATION = 40.00

FEMA BASE FLOOD
ELEVATION = 39.60 60" MIIN. CLEAR

SITE PLAN (FOR

REFERENCE
ONLY)
A100
25036-A100
CB
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

7.6.2026
25036.0 CENTRAL COAST COMMUNITY ENERGY TENANT IMPROVEMENTS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

BUILDING DEPT.

No. C31466
REN. 1/31/27

LICENSED ARCHITECT

STATE OF CA LIFORNIA
C
H

RISTOPHER BARLO
W

11.24.25 1 03.20.26 P.C. RESPONSE
2 05.18.26 P.C. RESPONSE 2

KEY NOTES
1 THE KEY NOTES THAT FOLLOW APPLY TO THE DRAWING(S) ON THIS SHEET ONLY. REFER TO FOLLOWING SHEETS FOR NOTES THAT ARE APPLICABLE TO THOSE DRAWINGS. 2 INDICATES EXISTING VEHICLE OVERHANG.
3 EXISTING CONCRETE WALKWAY TO REMAIN.
4 EXISTING WALK TO REMAIN.
5 EXISTING CURB TO REMAIN.
6 ARROWS INDICATE EXISTING COMPLIANT ACCESSIBLE PATH OF TRAVEL. 7 EXISTING ACCESSIBILITY AISLE.
8 EXISTING 4" WIDE PAINTED STALL STRIPING.
9 EXISTING CONCRETE RAMP TO REMAIN (VERIFIED TO BE COMPLIANT PER C.B.C. 11B-705.1.2.2.2.1 EXCEPTION #2)
10 EXISTING PAINTED ACCESSIBILITY SYMBOL TO REMAIN.
11 EXISTING VAN ACCESSIBLE PARKING STALL SIGNAGE TO REMAIN.

LEGEND

PRIMARY ENTRY
12 EXISTING EV CHARGING STATION TOW AWAY SIGNAGE. APPROVED UNDER PERMIT B-25134.
13 EXISTING EV CHARGING STATION. APPROVED UNDER PERMIT B-25314.

GENERAL NOTES

1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES

BETWEEN THE DOCUMENTS AND FIELD CONDITIONS PRIOR TO PROCEEDING WITH THE WORK. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING.

2. CONTRACTOR SHALL PROTECT ALL EXISTING ITEMS THAT ARE NOT SCHEDULED FOR REMOVAL FROM DAMAGE. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED TO ITEMS TO REMAIN.

3. CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS/EQUIPMENT AS REQUIRED TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED.

4. CONTRACTOR SHALL IMPLEMENT CONSTRUCTION DUST / DEBRIS CONTROL MEASURES THROUGHOUT THE DURATION OF CONSTRUCTION.

5. AT COMPLETION OF DEMO WORK, THE CONSTRUCTION AREA SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISC. MATERIAL SHALL BE REMOVED.

6. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS. THE

INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

7. CONTRACTOR TO ENSURE THAT EXISTING UTILITIES (GAS, ELECTRIC OR PHONE, ETC.), ACCESS FOR TENANT & CUSTOMER USE, MECHANICAL VENTILATION, HEATING

AND/OR COOLING SYSTEMS, PROVIDED TO ALL TENANTS IN THE EXISTING BUILDINGS WHERE WORK WILL OCCUR (AS WELL AS IN BUILDINGS WHERE WORK WILL NOT OCCUR).

8. CARE SHALL BE TAKEN BY CONTRACTOR TO MINIMIZE DISRUPTION TO THE BUSINESS THROUGHOUT DURATION OF CONSTRUCTION. CONTRACTOR SHALL COORDINATE ALL

CONSTRUCTION ACTIVITIES INCLUDING BUT NOT LIMITED TO CONSTRUCTION SCHEDULE AND HOURS OF CONSTRUCTION WITH BUILDING OWNER PRIOR TO WORK.

9. CONTRACTOR SHALL LEGALLY DISPOSE OF ANY MATERIALS SCHEDULED FOR DEMOLITION.
14 EXISTING ACCESSIBLE EV CHARGING STATION SIGNAGE PER DETAIL 8/A900. 15 EXISTING EV CHARGING STATION. APPROVED UNDER PERMIT B-25314.

EXISTING PAVING TO REMAIN.
16 EXISTING 6'-0" FENCE.
17 EXISTING CATCH BASIN.
18 EXISTING BUILDING ADDRESS NUMBERS.
* ACCESSIBLE PATH OF EGRESS AS INDICATED ON PLAN IS

A BARRIER FREE ACCESS ROUTE WITHOUT ANY ABRUPT
LEVEL CHANGES EXCEEDING 1
2" BEVELED AT 1:2 MAX.

SLOPE, OR VERTICAL LEVEL CHANGES NOT EXCEEDING 1
4"
MAX. AND AT LEAST 48" WIDE. SURFACE IS SLIP
RESISTANT, STABLE, FIRM, AND SMOOTH. CROSS SLOPE
DOES NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF
EGRESS IS LESS THAN 5% UNLESS OTHERWISE INDICATED.
* PATH OF EGRESS COMPLIES WITH CBC 11B-206.

EXISTING ACCESSIBLE PATH OF TRAVEL (POT)
19 FUTURE E.V. CHARGING STATION - SHOWN FOR REFERENCE ONLY. 20 EXISTING 'CLASS 2' BIKE RACK WITH SIX (6) BIKE CAPACITY 21 NEW HANDRAILS AT EXISTING STEP PER 11 & 12/A900.
22 NEW CONTRASTING STRIPE PER 11B-504.4.1 AT EXISTING SINGLE STEP CONDITION.
11B-504.4.1 CONTRASTING STRIPE
THE STRIPE SHALL BE A MINIMUM OF 2 INCHES (51 MM) WIDE TO A MAXIMUM OF 4 INCHES (102 MM) WIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH (25 MM) FROM, THE NOSE OF THE STEP OR UPPER APPROACH. THE STRIPE SHALL EXTEND THE

FULL WIDTH OF THE STEP OR UPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE. GROOVES SHALL NOT BE USED TO SATISFY THIS REQUIREMENT.
3 NOTE:

1. GENERAL CONTRACTOR TO VERIFY ACCESSIBLE STALLS ARE IN COMPLIANCE WITH ADA & STATE DISABLED STANDARDS.

2. SURFACE SLOPES OF ACCESSIBLE PARKING SPACES AND LOADING ZONES SHALL NOT EXCEED 1
4" PER FOOT (2%) IN ANY DIRECTION.

3. REFER TO CITY OF SALINAS STANDARDS FOR REFERENCE.

SCALE:
2 EXISTING ACCESSIBLE ELECTRIC

VEHICLE CHARGING STATIONS (EVCS)
1/8" = 1'-0"
PAINT "EV CHARGING ONLY" IN WHITE LETTERS 12" HIGH
MINIMUM. THE CENTERLINE OF THE TEXT SHALL BE A MAXIMUM
OF 6" FROM THE CENTERLINE OF THE VEHICLE SPACE AND ITS

LOWER CORNER AT, OR LOWER SIDE ALIGNED WITH THE END OF
THE PARKING SPACE LENGTH.

THE WORDS "NO PARKING" SHALL BE

PAINTED ON THE SURFACE WITHIN EACH
ACCESS AISLE IN LETTERS A MINIMUM 12" IN

HEIGHT AND LOCATED TO BE VISIBLE FROM
THE ADJACENT VEHICULAR WAY.

NOTE:

PLACE A SIGN IMMEDIATELY

ADJACENT TO, AND VISIBLE

FROM, THE CHARGING

STATION STALL OR SPACE, OR

AT EACH ENTRANCE TO AN
OFF-STREET PARKING FACILITY.
4 A900
18'-0" MINIMUM
30"X42" CLEAR FLOOR SPACE SHALL BE PROVIDED

AT CHARGING STATIONS THAT SERVICE VAN

ACCESSIBLE STALLS AND STANDARD ACCESSIBLE
STALLS. THE OPERABLE PARTS AND POINT-OF-SALE

DEVICES FOR THE CHARGING STATIONS AT THESE

LOCATIONS SHALL CONFORM TO THE REQUIRED
ACCESSIBLE REACH RANGES.
(E) CONCRETE ACCESSIBLE ROUTE TO (N) EVCS DISPENSERS;
SURFACE SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION
(E) CONCRETE SIDEWALK
ACCESS AISLES AT VEHICLE SPACES SHALL BE MARKED WITH A 4" PAINTED BORDERLINE AROUND THEIR PERIMETER. THE AREA
WITHIN THE BORDERLINES SHALL BE MARKED WITH HATCHED 4"
LINES A MAXIMUM OF 36" ON CENTER. THE COLOR OF THE

BORDERLINES, HATCHED LINES, AND LETTERS SHALL CONTRAST
WITH THAT OF THE SURFACE OF THE ACCESS AISLE. THE BLUE

COLOR REQUIRED FOR IDENTIFICATION OF ACCESS AISLES FOR
ACCESSIBLE PARKING SHALL NOT BE USED. ACCESS AISLE
MARKINGS MAY EXTEND BEYOND THE MINIMUM REQUIRED LENGTH. 9'-0"
MIN
7'-0"
5'-0"
RAMP
3'-0" EXISTING TRUNCATED DOMES
EXISTING WHEELSTOP PER 4
~
3 ~
5'-10"

LANDING
RAMP

EV CHARGING
ONLY
NO

PARKING
8'-0"
SCALE:
3 EXISTING

TRUNCATED DOMES
N.T.S.

0.2"
HEIGHT

TAPERED EDGES

WHERE EXPOSED
NOTES:

4. TRUNCATED DOMES (DETECTABLE WARNINGS) SHALL BE SLIP RESISTANT; COLOR SHALL BE YELLOW AND APPROXIMATE 33538 OF SAE AMS-STD-595A.

5. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE.

6. CONTRACTOR SHALL PROVIDE A 6" X 6" MIN. SAMPLE OF THE TRUNCATED DOMES TO THE ARCHITECT / CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO INSTALLATION.

0.90"-0.92"

BASE DIAMETER

0.45"-0.47"

TOP DIAMETER
A

TRUNCATED

DOME SPACING

2.3"-2.4"

NOMINAL
B
~
B

TRUNCATED

DOME SECTION

0.90"-0.92"

BASE DIAMETER

0.45"-0.47"

TOP DIAMETER

1. ONLY APPROVED DETECTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH CBC SECTION 11B-705.

3. INSTALLER SHALL BE CERTIFIED BY MANUFACTURER.

2. TRUNCATED DOMES (DETECTABLE WARNINGS) SHALL BE SUPPLIED BY:

SAFETY STEP TD, INC.; PH: (866) 723-3883; EMAIL: www.safetysteptd.com

2.3"-2.4"

NOMINAL

0.65" MIN.

SCALE:
4 EXISTING PRE-CAST WHEELSTOP
1/2" = 1'-0"

PAINTED STALL STRIPING
6"x6"x36" PRE-CAST CONC. WHEELSTOP w/ 2"
CHAMFERS. PROVIDE (2) 3/4"x18" REBAR

DOWELS DRIVEN INTO PAVEMENT & SUBBASE

EDGE OF STALL / PAVEMENT
3'-0"
1'-0"
16 9
6 11
14 13
1 4
6 12
5 5
3 5
15 13 15 13 19 19
8 7 8
2 1
5 10 17
SCALE:
1 REFERENCE SITE PLAN
1/8" = 1'-0"
2 ~
15 19
20 3 07.02.26 P.C. RESPONSE 3
11 A900
21 22
TYP.

BOTH
SIDES
3

39'-0"
66'-0"
49'-0"
21'-6" 22'-6" 20'-0" 2'-0"
8'-0" 2'-0"
11 11
32 TYP.
12 6
11 5
TYP.
10 11
4 2
1 TYP.

STREET
ENTRY

PARKING
ENTRY
5 TYP.
14 14
D2
D1 TYP.
14 99
TYP.

D1

OPEN WORK
AREA
13 D4
D4
3 3
D5
D6
D7

DEMOLITION
LOWER

FLOOR PLAN
D201
25036.0-D201
CB
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

7.6.2026
25036.0 CENTRAL COAST COMMUNITY ENERGY TENANT IMPROVEMENTS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

BUILDING DEPT.

No. C31466
REN. 1/31/27

LICENSED
A

RCHITECT

STATE OF
C
A

LIFORNIA

CHRISTOPH
E
R
BARLOW

11.24.25 1 03.20.26 P.C. RESPONSE 2 05.18.26 P.C. RESPONSE 2 THE KEY NOTES THAT FOLLOW APPLY TO THE DRAWING(S) ON THIS SHEET ONLY. REFER TO FOLLOWING SHEETS FOR NOTES THAT ARE APPLICABLE TO THOSE DRAWINGS. 1 EXISTING WALL, OR PORTION OF WALL TO REMAIN.

EXISTING DOOR TO REMAIN.

EXISTING WINDOW TO REMAIN.

EXISTING STEEL COLUMN TO REMAIN.

EXISTING POLISHED CONCRETE SLAB TO REMAIN.

EXISTING STAIRWAY AND HANDRAILS TO REMAIN.

NOT USED.

NOT USED.

EXISTING SHELVING TO REMAIN.

EXISTING REFRIGERATOR TO REMAIN.

EXISTING ELECTRICAL PANEL TO REMAIN.

EXISTING ALARM SYSTEM PANEL TO REMAIN.

MODIFY EXISTING CABINETRY TO INCLUDE NEW DISHWASHER (SHOWN DASHED).

INDICATES OUTLINE OF FLOOR ABOVE. (EXISTING FLOOR IS STEPPED BACK AT SIDES TO ACCOMMODATE SLOPE LOWER ROOF).
23 KEY NOTES
4 THE DEMOLITION NOTES THAT FOLLOW APPLY TO THE DRAWING(S) ON THIS SHEET ONLY.

REFER TO FOLLOWING SHEETS FOR NOTES THAT ARE APPLICABLE TO THOSE DRAWINGS.

DEMOLITION NOTES
LEGEND
D1
D3

REMOVE EXISTING WALL, OR PORTION OF WALL, INCLUDING BUT NOT LIMITED TO GYP. BOARD, STUDS, AND BASE TO ACCOMMODATE NEW WORK.

REMOVE EXISTING DOOR

REMOVE EXISTING GLASS PANEL CUBICLE WALL/DOOR SYSTEM
REMOVE EXISTING FIRE EXTINGUISHER AND CABINET. (FIRE EXTINGUISHER MAY

BE RE-USED IF TAGS ARE CURRENT, DISPOSE OF CABINET)

EXISTING KITCHEN WORK SURFACE AND LOWER CABINETS TO BE REMOVED OR MODIFIED FOR 34" MAX HEIGHT. (CBC 11B-212.2 & 11B-804.3.2) EXISTING SINK & FAUCET TO BE REMOVED AND SET ASIDE FOR RE-USE. SEE PROPOSED FLOOR PLAN A201 FOR ADDITIONAL INFORMATION.

EXISTING DINING AND WORK SURFACE TO BE REMOVED OR MODIFIED FOR 34" MAX. HEIGHT (CBC 11B-226.1 & 11B-902.3)
D2

GENERAL NOTES
65789
10 12
11 13
14 2. CONTRACTOR SHALL PROTECT ALL EXISTING ITEMS THAT ARE NOT SCHEDULED FOR REMOVAL FROM DAMAGE. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED TO ITEMS TO REMAIN.

3. CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS/EQUIPMENT AS REQUIRED TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED.

4. CONTRACTOR TO CLEAN AND PROPERLY DISPOSE OF ALL ABANDONED EQUIPMENT AND TRASH/DEBRIS LEFT FROM PREVIOUS TENANT. CONTRACTOR SHALL VERIFY ALL ITEMS FOR DISPOSAL WITH TENANT AND/OR OWNER PRIOR TO STARTING WORK.

5. CONTRACTOR SHALL IMPLEMENT CONSTRUCTION DUST / DEBRIS CONTROL MEASURES THROUGHOUT THE DURATION OF CONSTRUCTION.

6. AT COMPLETION OF DEMO WORK, THE CONSTRUCTION AREA SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISC. MATERIAL SHALL BE REMOVED.

7. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS. THE

INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

8. REMOVE TO SOURCE AND CAP ALL PIPES, VENTS, APPLIANCES AND/OR DRAINS NOT BEING RE-USED.

9. GENERAL CONSTRUCTION CONTRACTOR SHALL PROVIDE APPROPRIATE WEATHER

PROTECTION OF EXISTING STRUCTURE WHEN DEMOLITION WORK CAUSES EXPOSURE OF EXISTING CONSTRUCTION TO THE ELEMENTS.

10. CONTRACTOR TO ENSURE THAT EXISTING UTILITIES (GAS, ELECTRIC OR PHONE, ETC.), ACCESS FOR TENANT & CUSTOMER USE, MECHANICAL VENTILATION, HEATING

AND/OR COOLING SYSTEMS, PROVIDED TO ALL TENANTS IN THE EXISTING BUILDINGS WHERE WORK WILL OCCUR (AS WELL AS IN BUILDINGS WHERE WORK WILL NOT OCCUR).

11. CARE SHALL BE TAKEN BY CONTRACTOR TO MINIMIZE DISRUPTION TO THE BUSINESS THROUGHOUT DURATION OF CONSTRUCTION. CONTRACTOR SHALL COORDINATE ALL

CONSTRUCTION ACTIVITIES INCLUDING BUT NOT LIMITED TO CONSTRUCTION SCHEDULE AND HOURS OF CONSTRUCTION WITH BUILDING OWNER PRIOR TO WORK.

12. CONTRACTOR SHALL PROTECT ALL EXISTING FLOOR COVERINGS TO REMAIN FROM DAMAGE.

13. CONTRACTOR SHALL LEGALLY DISPOSE OF ANY MATERIALS SCHEDULED FOR DEMOLITION.

1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES

BETWEEN THE DOCUMENTS AND FIELD CONDITIONS PRIOR TO PROCEEDING WITH THE WORK. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING.

EXISTING WALL TO REMAIN

EXISTING DOOR AND DOOR
FRAME TO BE REMOVED.

EXISTING WINDOW TO REMAIN

EXISTING WALL TO BE
REMOVED.

EXISTING DOOR TO REMAIN

EXISTING WINDOW TO BE
REMOVED.

D4
3 3
D5
D6
D7
3 07.02.26 P.C. RESPONSE 3
3 3

(E) (E) (E)
(D)
DN
38'-0"
22'-0"
3 OPEN WORK AREA
4 2
TYP.
1 TYP.
7 TYP.

PLAN
NORTH
SCALE:

DEMOLITION UPPER FLOOR PLAN
1/4"=1'-0"
D1

DEMOLITION
UPPER

FLOOR PLAN
D202
25036.0-D202
CB
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

5.15.2026
25036.0 CENTRAL COAST COMMUNITY ENERGY TENANT IMPROVEMENTS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

BUILDING DEPT.

No. C31466
REN. 1/31/27

LICENSED ARCHITECT

STATE OF CA LIFORNIA
C
H

RISTOPHER BARLO
W

11.24.25 1 03.20.26 P.C. RESPONSE
2 05.18.26 P.C. RESPONSE 2

GENERAL NOTES
THE DEMOLITION NOTES THAT FOLLOW APPLY TO THE DRAWING(S) ON THIS SHEET ONLY.

REFER TO FOLLOWING SHEETS FOR NOTES THAT ARE APPLICABLE TO THOSE DRAWINGS.

DEMOLITION NOTES
D1 REMOVE EXISTING DOOR.

THE KEY NOTES THAT FOLLOW APPLY TO THE DRAWING(S) ON THIS SHEET ONLY. REFER TO FOLLOWING SHEETS FOR NOTES THAT ARE APPLICABLE TO THOSE DRAWINGS. 1 EXISTING WALL, OR PORTION OF WALL TO REMAIN.
2 3

KEY NOTES
4 EXISTING ELECTRICAL PANEL TO REMAIN. SEE ELECTRICAL DRAWINGS FOR ANY ADDITIONAL REQUIREMENTS.

EXISTING STAIRWAY AND HANDRAILS TO REMAIN.

EXISTING WINDOW TO REMAIN.

WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES

BETWEEN THE DOCUMENTS AND FIELD CONDITIONS PRIOR TO PROCEEDING WITH THE WORK. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING.

2. CONTRACTOR SHALL PROTECT ALL EXISTING ITEMS THAT ARE NOT SCHEDULED FOR REMOVAL FROM DAMAGE. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED TO ITEMS TO REMAIN.

3. CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS/EQUIPMENT AS REQUIRED TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED.

4. CONTRACTOR TO CLEAN AND PROPERLY DISPOSE OF ALL ABANDONED EQUIPMENT AND TRASH/DEBRIS LEFT FROM PREVIOUS TENANT. CONTRACTOR SHALL VERIFY ALL ITEMS FOR DISPOSAL WITH TENANT AND/OR OWNER PRIOR TO STARTING WORK.

5. CONTRACTOR SHALL IMPLEMENT CONSTRUCTION DUST / DEBRIS CONTROL MEASURES THROUGHOUT THE DURATION OF CONSTRUCTION.

6. AT COMPLETION OF DEMO WORK, THE CONSTRUCTION AREA SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISC. MATERIAL SHALL BE REMOVED.

7. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS. THE

INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

8. REMOVE TO SOURCE AND CAP ALL PIPES, VENTS, APPLIANCES AND/OR DRAINS NOT BEING RE-USED.

9. GENERAL CONSTRUCTION CONTRACTOR SHALL PROVIDE APPROPRIATE WEATHER

PROTECTION OF EXISTING STRUCTURE WHEN DEMOLITION WORK CAUSES EXPOSURE OF EXISTING CONSTRUCTION TO THE ELEMENTS.

LEGEND

EXISTING WALL TO REMAIN EXISTING DOOR AND DOOR
FRAME TO BE REMOVED.

10. CONTRACTOR TO ENSURE THAT EXISTING UTILITIES (GAS, ELECTRIC OR PHONE, ETC.), ACCESS FOR TENANT & CUSTOMER USE, MECHANICAL VENTILATION, HEATING

AND/OR COOLING SYSTEMS, PROVIDED TO ALL TENANTS IN THE EXISTING BUILDINGS WHERE WORK WILL OCCUR (AS WELL AS IN BUILDINGS WHERE WORK WILL NOT OCCUR).

11. CARE SHALL BE TAKEN BY CONTRACTOR TO MINIMIZE DISRUPTION TO THE BUSINESS THROUGHOUT DURATION OF CONSTRUCTION. CONTRACTOR SHALL COORDINATE ALL

CONSTRUCTION ACTIVITIES INCLUDING BUT NOT LIMITED TO CONSTRUCTION SCHEDULE AND HOURS OF CONSTRUCTION WITH BUILDING OWNER PRIOR TO WORK.

12. CONTRACTOR SHALL PROTECT ALL EXISTING FLOOR COVERINGS TO REMAIN FROM DAMAGE.

13. CONTRACTOR SHALL LEGALLY DISPOSE OF ANY MATERIALS SCHEDULED FOR DEMOLITION.

EXISTING WINDOW TO REMAIN

PLAN
NORTH
SCALE:

PROPOSED LOWER

FLOOR PLAN
1/4"=1'-0"
UP
39'-0"
66'-0"
49'-0"
21'-6" 22'-6" 20'-0" 2'-0"
8'-0" 2'-0"
11 11
3 2
7 TYP.
12 6
5 TYP.
10 11
4 2 7
1 TYP.

STREET
ENTRY

PARKING
ENTRY
5 TYP.
14 14
14 9
9 4
8 15
TYP.
16 16
16 16
4'-5" 7'-11"
EQ. EQ.
16 16
8 2
18 19
19 22
106B 106A
102 104
101 103

EXISTING

OPEN WORK AREA
106

NEW OFFICE
102
NEW

HALLWAY
105

NEW OFFICE
104

NEW OFFICE
101

NEW OFFICE
103

EXISTING LOBBY
100

RESTROOM
108

EXISTING

KITCHENETTE
107

RESTROOM
109
16 16
8'-0"
109

VERIFY CLEARANCE FOR

WATER CLOSET, ALIGN

WALL ON THIS SIDE IF
POSSIBLE, V.I.F.
108

ALIGN ALIGN
22'-0" 10'-111
2" 11'-61
2" 21'-6"
4'-6" 4'-8"
38 12" MIN.

CLEAR
(SIM.)
SCALE:
2 RESTROOM CLEARANCES
1/2" = 1'-0"
NOTE:

FLOOR PLAN INTENDED TO DEPICT ACCESSIBLE CLEARANCES AND FEATURES. REFER TO MAIN FLOOR PLAN FOR INFORMATION NOT SHOWN. 37 31 29
27 35 34
4'-0" 28 23
27 30
24 25 26
32 33
36 60" MIN.

CLEAR TO FINISH
1'-6" MIN.

CLEAR TO FINISH

PROPOSED

LOWER FLOOR
PLAN
A201
25036.0-A201
CB
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

7.6.2026
25036.0 CENTRAL COAST COMMUNITY ENERGY TENANT IMPROVEMENTS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

BUILDING DEPT.

No. C31466
REN. 1/31/27

LICENSED ARCHITECT

STATE OF CA LIFORNIA
C
H

RISTOPHER BARLO
W

11.24.25 1 03.20.26 P.C. RESPONSE
2 05.18.26 P.C. RESPONSE 2
THE KEY NOTES THAT FOLLOW APPLY TO THE DRAWING(S) ON THIS SHEET ONLY. REFER TO FOLLOWING SHEETS FOR NOTES THAT ARE APPLICABLE TO THOSE DRAWINGS. 1 EXISTING WALL, OR PORTION OF WALL TO REMAIN.
2 3

KEY NOTES
4 LEGEND
6 EXISTING ELECTRICAL PANEL TO REMAIN. SEE ELECTRICAL DRAWINGS FOR ANY ADDITIONAL REQUIREMENTS.
5 7
8 EXISTING STAIRWAY AND HANDRAILS TO REMAIN.

EXISTING DOOR TO REMAIN.

EXISTING WINDOW TO REMAIN.

PROVIDE NEW KITCHEN COUNTERTOP AND LOWER CABINETS TO MATCH EXISTING (OR IF FEASIBLE MODIFY EXISTING) WITH MAXIMUM COUNTERTOP HEIGHT OF 33-1/2") NOTE: THE ABSOLUTE MAXIMUM IS 34" HOWEVER THE DROP-IN SINK RIM NEEDS TO BE AT 34" MAX., THEREFORE WRD WOULD RECOMMEND 33-1/2", AND

CONTRACTOR SHALL VERIFY EXISTING FLOOR CONDITIONS IN THE FIELD) EXISTING SHELVING TO REMAIN.

EXISTING REFRIGERATOR TO REMAIN.

EXISTING STEEL COLUMN TO REMAIN.
9 EXISTING POLISHED CONCRETE SLAB TO REMAIN.
10 EXISTING FIRE ALARM SYSTEM PANEL TO REMAIN.
11 12
FIRE EXTINGUISHER IN NEW SEMI-RECESSED CABINET PER 13/A900. 13 NOT USED.
14 INDICATES OUTLINE OF FLOOR ABOVE.
16 NEW DOOR - SEE DOOR

SCHEDULE

EXISTING DOOR TO REMAIN
INTACT

EXISTING NON-RATED WALL

TO REMAIN INTACT

EXISTING WINDOW

NEW NON-RATED WALL

1. REFER TO WALL TYPE AND METAL STUD FRAMING DETAILS ON SHEET A901.

2. ALL NEW WALLS IN TOILET ROOMS AND OTHER WET WALL LOCATIONS SHALL BE FINISHED WITH WATER RESISTANT BACKING BOARD "GREEN BOARD" COMPLYING WITH A.S.T.M. C630 AND SHALL BE INSTALLED IN ACCORDANCE WITH CBC SECTION 2505 AND SECTIONS 1210.02 AND 1210.03.

3. ALL WALLS SHALL BE FINISHED WITH 5
8" TYPE 'X' GYPSUM WALLBOARD
CONFORMING TO A.S.T.M. C36 AND CBC SECTION 2506. ALL GYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISION OF CBC SECTION 2508.

4. CONTRACTOR SHALL SEAL ALL NEW GYPSUM WALLBOARD WITH PRIMER PRIOR TO APPLYING FINISH PAINT.

5. ALL WALL AND CEILING FINISH MATERIALS SHALL COMPLY WITH CBC SECTION 803

AND HAVE A FLAME SPREAD INDEX NOT GREATER THAN THAT SPECIFIED IN TABLE 803.5 FOR THE GROUP AND LOCATION DESIGNATED. ALL INSULATION TO HAVE FLAME SPREAD RATING OF LESS THAN 25.

6. FIRE BLOCKING SHALL BE PROVIDED AS REQUIRED AND IN ACCORDANCE WITH CBC SECTION 717.

7. CONTRACTOR SHALL FIELD VERIFY AND COORDINATE (E) WALL TYPES/THICKNESS WITH (N) WALL TYPES. (N) WALL TYPES SHALL MATCH (E) WALL TYPES AND HAVE FINISHES THAT ALIGN AT INFILL LOCATIONS OR NOTED ON PLAN.

8. REFER TO THE ROOM FINISH SCHEDULE AND RELATED DETAILS FOR FINISHES REQUIRED AND TO THE MANUFACTURER FOR SURFACE PREP REQUIREMENTS.

9. REFER TO THE FLOOR PLAN, INTERIOR ELEVATIONS, DETAILS, MECH., PLUMBING & ELECTRICAL PLANS FOR WALL BACKING REQUIREMENTS & IN-WALL UTILITIES.

NEW WALL, OR INFILL PORTION OF WALL.
17 18
19 NEW DOOR. SEE DOOR SCHEDULE AND DETAIL FOR CLEARANCE REQUIREMENTS.
20 10. PROVIDE 6" METAL STUDS AT WALLS WHERE RECESSED ELECTRICAL PANELS ARE LOCATED. U.N.O. COORDINATE WITH RELATED SUB-CONTRACTORS.

WITH ACOUSTIC SEALANT. DO NOT ALLOW OUTLETS ON EITHER SIDE OF PARTITION TO BE IN THE SAME CAVITY.

11. PROVIDE 1/8" MIN. SPACE BETWEEN ELECTRICAL BOXES AND GYP. BOARD. FILL GAP EXISTING SINK TO BE RE-INSTALLED WITH RIM AT 34" MAXIMUM.

PER EXCEPTION #1 11B-606.2: A PARALLEL APPROACH COMPLYING WITH SECTION 11B-305 SHALL BE PERMITTED TO A KITCHEN SINK IN A SPACE WHERE A COOK TOP OR CONVENTIONAL RANGE IS NOT PROVIDED.

12. CONTRACTOR TO PROVIDE NECESSARY BLOCKING FOR CABINETS. 15 GENERAL NOTES
EXISTING TOILET TO REMAIN.

NOT USED.

NOT USED.
21 NOT USED.
22 INDICATES DOOR ACCESSIBILITY CLEARANCES. SEE DETAIL 6/A900. 6 A900
XXX
23 30 WALL-HUNG MIRROR. REQUIREMENTS PER GENERAL ACCESSIBILITY NOTES.

SEMI-RECESSED PAPER TOWEL DISPENSER, REQUIREMENTS PER GENERAL ACCESSIBILITY NOTES AS WELL AS REQUIRED REACH RANGES.

LOW FLOW FLOOR MOUNTED ACCESSIBLE HEIGHT TOILET w/ FLUSH ACTIVATION ON THE WIDE SIDE OF FIXTURE. SEE PLUMBING DRAWINGS.

WALL MOUNTED SINK, SEE DETAIL 12/A015 AND PLUMBING DRAWINGS. 26 27
28 25
29 FAUCETS CONTROLS PER GENERAL ACCESSIBILITY NOTES.

INSULATED HOT WATER PIPING PER GENERAL ACCESSIBILITY NOTES. 24 32
REQUIRED 30" x 48" CLEARANCE AT LAVATORY
CLEARANCE AROUND A WATER CLOSET SHALL BE 60" MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56" MINIMUM MEASURED

PERPENDICULAR FROM THE REAR WALL, DOOR IS NOT ALLOWED TO SWING OVER THIS SPACE.

TOILET TISSUE DISPENSER, REQUIREMENTS PER GENERAL ACCESSIBILITY NOTES.

GRAB BARS, REFER TO DETAIL
31 33 TOILET ROOM ACCESSIBILITY SIGNAGE
34 60" WIDE x 48" DEEP MANEUVERING SPACE SHALL BE PROVIDED

IN FRONT OF THE WATER CLOSET, DOOR SHALL BE ALLOWED TO

SWING OVER THIS PORTION OF MANEUVERING SPACE
60" Ø ACCESSIBILITY TURNING CIRCLE.

INTERIOR DOOR CLEARANCE
35 36
4 A900
2 A900
8 A900
6 A900
37 TOILET ROOM ACCESSIBILITY SIGNAGE. 8
A900
38 NEW STAINLESS STEEL JANITORIAL SINK CABINET.
2 3
3 2
~
1 A701
1 A701

WC URINALS LAVATORIES DRINKING

FOUNTAINS SERVICE SINK

REQD PROV REQD PROV REQD PROV REQD PROV REQD PROV
MEN 1 1 1 0 1 11 0 11
WOMEN 1 1 0 0 1 1

PLUMBING

FIXTURE

CALCULATION

PER CPC
TABLE 4-1 &
422.1:

B OCCUPANT LOAD FACTOR: 150
3,867 SQUARE FEET / 150 = 25.78 ROUNDED UP TO 26 OCCUPANTS 'B' BUSINESS OCCUPANCY WITH ASSUMED 13 MALE OCCUPANTS AND 13 FEMALE OCCUPANTS

WATER CLOSETS URINALS LAVATORIES

MALE FEMALE MALE MALE FEMALE
1: 1-50 1: 1-15 1: 1-100 1: 1-75 1: 1-50
2 2
3 07.02.26 P.C. RESPONSE 3
3 3

(D)
DN
38'-0"
2 5
4 TYP.
6 3
TYP.
1 TYP.
7 TYP.

PLAN
NORTH
SCALE:

PROPOSED UPPER FLOOR PLAN
1/4"=1'-0"
8 201 202

EXISTING

OFFICE WORK AREA
201

EXISTING
202

EXISTING STAIR
200
I.T. / DATA ROOM
203
7'-6"
2 203
'B' OCCUPANCY
340 S.F./150 = 2.26 (3)
'B' OCCUPANCY
450 S.F./150 = 3.18 (3)
15'-9" 20'-8"

ALIGN WALL TO
(E) EDGE
8'-4" (E)
(E) 4'-0"
1'-7"
5'-0" MIN.
. CLEAR

PROPOSED
UPPER

FLOOR PLAN
A202
25036.0-D202
CB
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

5.15.2026
25036.0 CENTRAL COAST COMMUNITY ENERGY TENANT IMPROVEMENTS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

BUILDING DEPT.

No. C31466
REN. 1/31/27

LICENSED ARCHITECT

STATE OF CA LIFORNIA
C
H

RISTOPHER BARLO
W

11.24.25 1 03.20.26 P.C. RESPONSE
2 05.18.26 P.C. RESPONSE 2
THE KEY NOTES THAT FOLLOW APPLY TO THE DRAWING(S) ON THIS SHEET ONLY. REFER TO FOLLOWING SHEETS FOR NOTES THAT ARE APPLICABLE TO THOSE DRAWINGS. 1 EXISTING WALL, OR PORTION OF WALL TO REMAIN.
2 3

KEY NOTES
4 EXISTING ELECTRICAL PANEL TO REMAIN. SEE ELECTRICAL DRAWINGS FOR ANY ADDITIONAL REQUIREMENTS.
5 NEW DOOR. SEE DOOR SCHEDULE FOR REQUIREMENTS AND DETAIL FOR DOOR CLEARANCE REQUIREMENTS.

EXISTING WINDOW TO REMAIN.

EXISTING FLOOR COVERING (CARPET) TO REMAIN.
6 EXISTING STAIRWAY AND HANDRAILS TO REMAIN.
7 INDICATES ROOF BELOW.
8 NEW WALL.

LEGEND

NEW DOOR - SEE DOOR

SCHEDULE

EXISTING NON-RATED WALL

TO REMAIN INTACT

EXISTING WINDOW

NEW NON-RATED WALL - SEE

WALL SCHEDULE

1. REFER TO WALL TYPE AND METAL STUD FRAMING DETAILS ON SHEET A901.

2. ALL WALLS SHALL BE FINISHED WITH 5
8" TYPE 'X' GYPSUM WALLBOARD
CONFORMING TO A.S.T.M. C36 AND CBC SECTION 2506. ALL GYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISION OF CBC SECTION 2508.

3. CONTRACTOR SHALL SEAL ALL NEW GYPSUM WALLBOARD WITH PRIMER PRIOR TO APPLYING FINISH PAINT.

4. ALL WALL AND CEILING FINISH MATERIALS SHALL COMPLY WITH CBC SECTION 803

AND HAVE A FLAME SPREAD INDEX NOT GREATER THAN THAT SPECIFIED IN TABLE 803.5 FOR THE GROUP AND LOCATION DESIGNATED. ALL INSULATION TO HAVE FLAME SPREAD RATING OF LESS THAN 25.

5. FIRE BLOCKING SHALL BE PROVIDED AS REQUIRED AND IN ACCORDANCE WITH CBC SECTION 717.

6. CONTRACTOR SHALL FIELD VERIFY AND COORDINATE (E) WALL TYPES/THICKNESS WITH (N) WALL TYPES. (N) WALL TYPES SHALL MATCH (E) WALL TYPES AND HAVE FINISHES THAT ALIGN AT INFILL LOCATIONS OR NOTED ON PLAN.

7. REFER TO THE ROOM FINISH SCHEDULE AND RELATED DETAILS FOR FINISHES REQUIRED AND TO THE MANUFACTURER FOR SURFACE PREP REQUIREMENTS.

8. REFER TO THE FLOOR PLAN, INTERIOR ELEVATIONS, DETAILS, MECH., PLUMBING & ELECTRICAL PLANS FOR WALL BACKING REQUIREMENTS & IN-WALL UTILITIES.

10. PROVIDE 6" METAL STUDS AT WALLS WHERE RECESSED ELECTRICAL PANELS ARE LOCATED. U.N.O. COORDINATE WITH RELATED SUB-CONTRACTORS.

WITH ACOUSTIC SEALANT. DO NOT ALLOW OUTLETS ON EITHER SIDE OF PARTITION TO BE IN THE SAME CAVITY.

11. PROVIDE 1/8" MIN. SPACE BETWEEN ELECTRICAL BOXES AND GYP. BOARD. FILL GAP WALL HUNG EQUIPMENT AS REQUIRED PER DETAIL 10/A904.

12. CONTRACTOR TO PROVIDE NECESSARY BLOCKING FOR CABINETS AND

GENERAL NOTES
XXX
6 A900
1 A701
1 A701
2

OS OS OS OS OS OS OS
OS OS (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (N) (N) (E) (E) (E) (E) (E) (N) (N) (N) (N) (N) (N) (N) (N) (E) (N) (N) (E) (E) (E) (N) (E) OS (N) OS (N) (N) OS (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (E) 4" FIRE SPRINKLER LINE, TYP. (N) (N) (N) (N) 2'-0" 2'-0"
1 1
1 (N) +9'-0" GWB (N) +9'-0" GWB (N) +9'-0" GWB (N) +9'-0" GWB (N) +8'-0" GWB SOFF (N) +8'-0" GWB SOFF (E) +10'-0" GWB (E) +10'-0" GWB 1 (E) +10'-0" GWB
1122
3 4TYP.
5TYP.
5TYP.
6 6
8 7
7 9TYP. 10 TYP. 10 TYP. 11 11 1ST FLOOR REFLECTED CEILING PLAN A22125036.0-A221 CB SHEET NAME: SET ISSUED: JOB NO.: 2340 GARDEN ROAD, SUITE 100 MONTEREY, CALIFORNIA 93940 PHONE: 831.649.4642 FAX: 831.649.3530 WWW.WRDARCH.COM SHEET NO.: FILE NAME: DRAWN BY: CHECKED BY: THE USE OF THE PLANS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. PLOT DATE: PRINT DATE: 7.17.2026 25036.0 CENTRAL COAST COMMUNITY ENERGY

TENANT IMPROVEMENTS

CENTRAL COAST COMMUNITY ENERGY
2601 PORTER STREET
SOQUEL, CA 95073 030-201-76 A.P.N.: BUILDING DEPT. No. C31466 REN. 1/31/27

LICENSED
A

RCHITECT

STATE OF
C
A

LIFORNIA

CHRISTOPH
E
R
BARLOW 11.24.25
1 03.20.26 P.C. RESPONSE2 05.18.26 P.C. RESPONSE 2 PLAN NORTH SCALE: 1ST FLOOR REFLECTED CEILING PLAN 1/4"=1'-0" THE KEY NOTES THAT FOLLOW APPLY TO THE DRAWING(S) ON THIS SHEET ONLY. REFER TO FOLLOWING SHEETS FOR NOTES THAT ARE APPLICABLE TO THOSE DRAWINGS. 1 EXISTING CEILING CONDITIONS TO REMAIN, U.O.N. 2 3 KEY NOTES4 LEGEND6578 NEW GWB CEILING. EXISTING 1x4 LIGHT FIXTURE TO REMAIN. EXISTING 4x16 BEAM ABOVE. NEW MECHANICAL ACCESS PANEL CENTERED IN SIDE OF SOFFIT. NEW LED LIGHT FIXTURE. NEW MECHANICAL GRILLE. EXISTING 4" EXPOSED FIRE SPRINKLER MAIN TO REMAIN.910 NEW GWB SOFFIT, 24" WIDE x 24" DEEP. EXISTING ILLUMINATED EXIT SIGN / EMERGENCY LIGHTS TO REMAIN. 11 NEW ILLUMINATED EXIT SIGN / EMERGENCY LIGHTS TO REMAIN. NEW GYPSUM BOARD CEILING / SOFFIT. SEE REFLECTED CEILING PLAN FOR HEIGHTS. OS NEW SUPPLY GRILLE. NEW RETURN GRILLE. NEW SUPPLY GRILLE MOUNTED IN WALL. (E) INDICATES EXISTING ITEM. (N) (R) INDICATES NEW ITEM. INDICATES RELOCATED ITEM. EXISTING OR NEW 1x4 LIGHT FIXTURE. NEW OCCUPANCY SENSOR. EXISTING OR NEW ILLUMINATED EXIT SIGN / EMERGENCY LIGHTING. APPROXIMATE LOCATION OF EXISTING EXPOSED FIRE SPRINKLER MAIN. GENERAL CONTRACTOR TO PROVIDE ADDITIONAL FIRE SPRINKLER HEADS AS REQUIRED. Page 57 of 99 (E) (E) (E) (E) 2ND FLOOR REFLECTED CEILING PLAN A22225036.0-A222 CB SHEET NAME: SET ISSUED: JOB NO.: 2340 GARDEN ROAD, SUITE 100 MONTEREY, CALIFORNIA 93940 PHONE: 831.649.4642 FAX: 831.649.3530 WWW.WRDARCH.COM SHEET NO.: FILE NAME: DRAWN BY: CHECKED BY: THE USE OF THE PLANS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. PLOT DATE: PRINT DATE: 7.17.2026 25036.0 CENTRAL COAST COMMUNITY ENERGY

TENANT IMPROVEMENTS

CENTRAL COAST COMMUNITY ENERGY
2601 PORTER STREET
SOQUEL, CA 95073 030-201-76 A.P.N.: BUILDING DEPT. No. C31466 REN. 1/31/27

LICENSED
A

RCHITECT

STATE OF
C
A

LIFORNIA

CHRISTOPH
E
R
BARLOW 11.24.25
1 03.20.26 P.C. RESPONSE2 05.18.26 P.C. RESPONSE 2 PLAN NORTH SCALE: 2ND FLOOR REFLECTED CEILING PLAN 1/4"=1'-0" Page 58 of 99 DOOR

SCHEDULE
A300
25036.0-A300
-
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

5.15.2026
25036.0 CENTRAL COAST COMMUNITY ENERGY TENANT IMPROVEMENTS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

BUILDING DEPT.

No. C31466
REN. 1/31/27

LICENSED ARCHITECT

STATE OF CA LIFORNIA
C
H

RISTOPHER BARLO
W

11.24.25 1 03.20.26 P.C. RESPONSE
2 05.18.26 P.C. RESPONSE 2

DOOR TYPES

DOOR NOTES

DOOR SCHEDULE

DOOR SIZE DETAIL REFERENCE

FRAME ASSEMBLY

HARDWARE GROUP

TEMPERED GLASS
NOTES
NUMBER
TYPE
FINISH
WIDTH HEIGHT THK.

REFER TO SHEET A300
PAINT
STAIN

FACTORY
HEAD JAMB THRESH. TRANS.
101 A 3'-0" 7'-0" 1-3/4" 12 HM 1
102 A 3'-0" 7'-0" 1-3/4" 12 HM 1
103 A 3'-0" 7'-0" 1-3/4" 12 HM 1
104 A 3'-0" 7'-0" 1-3/4" 12 HM 1
106A B PR. 3'-0" 7'-0" 1-3/4" 12 HM 1
106B A 3'-0" 7'-0" 1-3/4" 12 HM 1
108 A 3'-0" 7'-0" 1-3/4" 1 2 HM 1
109 A 3'-0" 7'-0" 1-3/4" 1 2 HM 1
201 A 2'-10" 7'-0" 1-3/4" 1 2 HM 1
202 A 2'-10" 7'-0" 1-3/4" 1 2 HM 1
203 A 3'-0" 7'-0" 1-3/4" 1 2 HM 1 PER SCHEDULE
A. HOLLOW METAL
SGL. FRENCH DOOR
ALL SWINGING DOORS TO ACCESSIBLE SPACES SHALL COMPLY w/ THE FOLLOWING (U.N.O.):

MINIMUM 3'-0"x6'-8" MINIMUM U.N.O.. DOOR HEIGHTS SHALL
MATCH EXISTING CONDITION WHERE APPLICABLE.

BOTTOM 12" SHALL BE A SMOOTH, SOLID SURFACE AT THE
BOTTOM.

BE OPERABLE FROM THE INSIDE WITHOUT SPECIAL
KNOWLEDGE OR EFFORT.

LATCHING HARDWARE MOUNTED 34" TO 44" MAX ABOVE
FINISH FLOOR SURFACE.

THRESHOLD CHANGE IN HEIGHT BETWEEN FLOOR SURFACES
ON EITHER SIDE OF DOOR SHALL NOT EXCEED 1
2".

LEVER TYPE LATCHSET AND LOCKSET HANDLES SHALL
COMPLY WITH TITLE-24 ACCESSIBILITY REQUIREMENTS.

PRESSURE TO OPERATE EXTERIOR AND INTERIOR DOORS
SHALL NOT EXCEED 5.0 lbs., AND FIRE RATED DOORS SHALL
NOT EXCEED 15lbs., PER CBC SECTION 11B-404.2.9. ALL
DOORS SHALL BE ADJUSTED TO MEET THIS REQUIREMENT.

PROVIDE ACCESSIBLE HARDWARE THAT DOES NOT REQUIRE
TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST.

ALL EXTERIOR DOORS TO BE WEATHER STRIPPED WITH
PEMKO S88D WEATHER STRIPPING, U.N.O.

ALL EXTERIOR DOORS TO HAVE TOP CLOSER STRIP, U.N.O.

AUTOMATIC FLUSH BOLTS ARE ALLOWED ONLY ON PAIRS OF

DOORS WHERE THE DOOR WITH THE BOLT HAS NO KNOBS OR
SURFACE-MOUNTED HARDWARE C.B.C., SECTION 1003.3.1.8)

ALL HOLLOW METAL DOOR FRAMES SHALL HAVE WELDED

CORNERS, GROUND SMOOTH,WITH REINFORCED CORNERS
AND HINGE LOCATIONS.

ALL INTERIOR DOORS SHALL BE OF MINIMUM DIMENSION
3'-0"x6'-8"x13 4" THICK, FLUSH SOLID CORE WOOD. DOORS
WITH KEYED LOCKSETS. FACE VENEER SHALL BE ROTARY

CUT BOOK-MATCHED PREMIUM BIRCH, MAPLE OR OAK
SUITABLE FOR STAINED OR NATURAL TRANSPARENT FINISH.

ALL DOUBLE DOORS TO BE "BOOK MATCHED".

FIRE RATED DOOR AND FRAME ASSEMBLIES SHALL BE
INSTALLED WHERE NOTED OR AS REQUIRED BY CODE.

DOORS AND FRAMES SHALL BEAR UNDERWRITERS

LABORATORY (UL) LABEL FOR REQUIRED FIRE RESISTIVE
RATING. MODIFICATION OF LABELED ASSEMBLIES.

DOORS SEPARATING CONDITIONED AND NONCONDITIONED

SPACE SHALL BE WEATHER STRIPPED OR GASKETED TO
EFFECTIVELY AND RELIABLY LIMIT AIR INFILTRATION.

ADHESIVE FOAM-TYPE OR FELT WEATHER STRIPPING IS
NOT ACCEPTABLE.

THRESHOLDS SHALL COMPLY WITH CBC SECTION
11B-404.2.5.

MOUNTING HEIGHT OF LATCHING HARDWARE/

HAND-ACTIVATED DOOR OPENING HARDWARE SHALL BE
CENTERED BETWEEN 34" TO 44" MAX. A.F.F. PER CBC
SECTION 11B-404.2.8.1.

FURNISH AND INSTALL ALL HARDWARE AS REQUIRED FOR A
COMPLETE ASSEMBLY. THE WORK SHALL INCLUDE, BUT IS

NOT LIMITED TO, LOCKS, LATCHES, DOOR BUTTS WITH

NON-REMOVABLE PINS ON OUT SWINGING EXTERIOR
DOORS, AND DOOR STOPS. WHERE INDICATED ON PLANS,

THE WORK INCLUDES METAL THRESHOLDS, METAL KICK

PLATES, METAL PUSH PLATES, SINGLE OR DOUBLE ACTING
SELF-CLOSING GRAVITY OPERATED GATE HINGES.

ALL DOORS NOT SCHEDULED ARE EXISTING. CONTRACTOR

TO REPLACE DOOR HARDWARE WITH ACCESSIBLE

COMPLIANT HARDWARE INCLUDING LOCKS, LATCHES AND
HINGES. CONTRACTOR TO SUBMIT DOOR HARDWARE TO

ARCHITECT FOR REVIEW AND APPROVAL BEFORE
ORDERING.

THE FORMALDEHYDE EMISSION LEVEL OF ALL NEW DOORS
SHALL NOT EXCEED 20 ppb.

14. 15.

16. 17.

18. 19.

20. 1.

2. 3.

4. 5.

6. 7.

8. 9.

10. 11.

12. 13.

EXTERIOR DOORS THRESHOLD ELEVATION BETWEEN
INTERIOR FINISH FLOOR AND EXTERIOR LANDING. IF THE

DOOR SWINGS OUTWARD, THE CHANGE IN ELEVATION IS
LIMITED TO 1/4" MAXIMUM. RAISED THRESHOLD AND
FLOOR LEVEL CHANGES GREATER THAN ¼” AT

DOORWAYS SHALL BEVELED WITH A SLOPE NOT
GREATER THAN 1:2. (CBC 1010.1.7)

21. ALL EXISTING AND NEW INTERIOR DOORS TO BE PAINTED.

SEE FINISH LEGEND (P-3) FOR DOOR PAINT, (P-2) FOR
DOOR FRAME COLORS, SHEET A241.

22. HARDWARE SCHEDULE
B. HOLLOW METAL
DBL. FRENCH DOOR
PER
SCHEULE.

PER SCHEDULE
PER
SCHEULE.

DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32
INCHES MINIMUM. CLEAR OPENINGS OF DOORWAYS WITH

SWINGING DOORS SHALL BE MEASURED BETWEEN THE

FACE OF THE DOOR AND THE STOP, WITH THE DORR OPEN
90 DEGRESS. (CBC 11B-404.2.3)

23. SCALE:
1 HOLLOW METAL

DOOR HEAD
3" = 1'-0"

WALL AS SCHEDULED

STEELCRAFT DW KNOCK DOWN

HOLLOW METAL FRAME W/ ANCHOR
CLIPS

DOOR AS SCHEDULED
2"
1 2"
19 16" 115
16 VARIES " 5
8"
1 2"
1 2" MIN. TYP.

SCALE:
2 HOLLOW METAL

DOOR JAMB
3" = 1'-0"

WALL PER SCHEDULE

STEELCRAFT DW HOLLOW METAL

DOOR FRAME W/ ANCHOR CLIPS

DOOR PER SCHEDULE, SEE FLOOR

PLAN FOR DIRECTION OF DOOR
SWING
2"
1 2"
1916" 11516" VARIES
5 8"
1 2"
1 2"
MIN.
71 8"
2

NEW
OFFICE
201
NEW
OFFICE
202

EXISTING

KITCHENETTE
107
NEW
OFFICE
104
NEW
HALL
105
NEW
OFFICE
102

SECTION
& DETAIL
A701
25036.0-A701
-
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

5.15.2026
25036.0 CENTRAL COAST COMMUNITY ENERGY TENANT IMPROVEMENTS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

BUILDING DEPT.

No. C31466
REN. 1/31/27

LICENSED ARCHITECT

STATE OF CA LIFORNIA
C
H

RISTOPHER BARLO
W

11.24.25 1 03.20.26 P.C. RESPONSE
2 05.18.26 P.C. RESPONSE 2
SCALE:
2 WALL DETAIL
3" = 1'-0"

SOUND BATT INSULATION
6"x20GA. METAL STUDS @ 16" O.C.

RUNNER TRACK W/ POWDER DRIVEN

FASTNER

BASE AS SCHEDULED

LINE OF EXISTING
FLOOR

METAL RUNNER TRACK SYSTEM

ATTACH GYP BD TO METAL STUDS

BELOW RUNNER TRACK

PROVIDED SLOTTED TRACK

AT BOTTOM OF EXISTING

STRUCTURE ATTACHMENT

PER JOB CONDITION

EXISTING
2x ROOF

FRAMING
(ADD

BLOCKING AS

NEEDED)

BOTTOM OF EXISTING

STRUCTURE
5/8" GYP. BD.
(E) GYP. BD. CEILING
FLOOR

CEILING
THE KEY NOTES THAT FOLLOW APPLY TO THE DRAWING(S) ON THIS SHEET ONLY. REFER TO FOLLOWING SHEETS FOR NOTES THAT ARE APPLICABLE TO THOSE DRAWINGS. 1 EXISTING WALL, OR PORTION OF WALL TO REMAIN.
2 3

KEY NOTES
4 5
EXISTING ROOF RAFTERS AND CEILING. (NO CHANGE)
EXISTING ROOF LINE BEYOND.

NEW WALL SEE
2 A701
EXISTING FLOOR JOIST. (NO CHANGE)
SCALE:
1 SECTION EXISTING BUILDING

FULLSCALE
1 1
1 2
3 4
5 2

(N) STEEL PIPE HANDRAILS
PER 12/A900
(E) CONCRETE
FLATWORK 5"
5"
(E) CONCRETE

FLATWORK
(E) PLANTER
AREA
(E) PLANTER
AREA
(E) 5'-0"
(60" MIN. DOOR CLEARANCE)
(N) CONTRASTING STRIPE,
SEE KEYNOTE 22 /A100
NOTE: VERIFY (E) UTILITIES IN THIS

AREA PRIOR TO DIGGING (THE

SURVEY SHOWS SOME POTENTIAL
CONFLICTS IN THIS AREA, V.I.F.)

ACCESSIBILITY

DETAILS
A900
25036.0-A900
-
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

7.6.2026
25036.0 CENTRAL COAST COMMUNITY ENERGY TENANT IMPROVEMENTS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

BUILDING DEPT.

No. C31466
REN. 1/31/27

LICENSED ARCHITECT

STATE OF CA LIFORNIA
C
H

RISTOPHER BARLO
W

11.24.25 1 03.20.26 P.C. RESPONSE
2 05.18.26 P.C. RESPONSE 2
60" MIN.
36" MIN.
60" MIN.
12"
MIN.
60" MIN.
36" MIN.
12"
MIN.
24" MIN.

SCALE:
5 WHEEL CHAIR

TURNING SPACE
3/8"=1'-0"
59" A.F.F. TO CENTERLINE OF
DOOR SIGN (58" MIN. & 60" MAX. )

AND TO BASELINE OF HIGHEST

TACTILE CHARACTER AT WALL SIGN
WALL - SIGNAGE (TYP.)
DOOR MOUNTED (TYP.) 12"

RESTROOMS

2. HEIGHT OF LETTERING 5/8"
MIN. TO 2" MAX.

3. UPPERCASE CHARACTERS

4. CORRESPONDING GRADE II

BRAILLE CENTERED ON SIGN
NOTES:

1. LETTERING RAISED 1 / 32"
MEN

DOOR - MOUNTED

SIGNAGE
NOTES:

1. PICTOGRAMS AND/OR

LETTERING ARE NOT REQUIRED
ON DOOR - MOUNTED SIGNAGE.

2. GENDER SIGNS MUST

CONTRAST FROM DOOR

3. CIRCLE AND TRIANGLE MUST

CONTRAST FROM ONE ANOTHER
6" MIN.
48" MINIMUM A.F.F. TO BASELINE

OF LOWEST TACTILE CHARACTER
1'-6" MIN.

SCALE:
8 IDENTIFICATION SYMBOL

AT SANITARY FACILITIES
3/8"=1'-0"
WALL MOUNTED SIGNAGE TO BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE.

WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR, SIGN SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES MINIMUM BY 18 INCHES

MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BEYOND THE CLOSED POSITION AND 45° OPEN POSITION. PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER & WASTE RECEPTACLE TOILET SEAT COVER DISPENSER 39"

TO HIGHEST

OPERABLE
PART
(40" MAX.)

SOAP DISPENSER

SANITARY NAPKIN / TAMPON

WASTE RECEPTACLE

VENDOR & DISPOSAL
MIRROR
SCALE:
7 REQUIRED ACCESSIBLE

MOUNTING HEIGHTS
1/4"=1'-0"

HAND DRYER
39"
A.F.F. TO

REFLECTIVE

SURFACE
(40" MAX.)

MAINTAIN MINIMUM REQUIRED KNEE CLEARANCE

NO SHARP/ ABRASIVE

SURFACES UNDER

LAVATORIES

CONTROL OPERATED
W/ ONE HAND MAX.

FORCE OF 5 LBS.

MIRROR, SEE DETAIL

FOR MOUNTING HEIGHT

LEVER, PUSH OR

ELECTRONICALLY
OPERATED FAUCET\

INSULATE ALL PIPING WITH

REMOVABLE PVC COVERS -
USE TRUBRO "LAV GUARD 2"

OR APPROVED EQUAL
48" MIN.
30" MIN.

ACCESSIBLE
RIM
APRON
34" MAX.
29" MIN. CLEAR
MIN.
8"
17" MINIMUM
19" MAX. REACH
6"
MAX.
9"
MIN. 27"
MIN.

ROUTE
SCALE:
2 SINK CLEARANCES
N.T.S.

FROM FRONT OF

COUNTER TO FRONT OF

FAUCET CONTROL
7 A901

LOCATE CENTERLINE OF
SINK AT LEAST 18" FROM
18" MIN.

THE NEAREST VERTICAL
BACKGROUND TO BE BLUE, WHEELCHAIR SYMBOL TO BE WHITE (TYPICAL).

MINIMUM 36"x36" PAINTED SYMBOL ON PAVEMENT SHALL BE LOCATED IN STALL SO THAT IT IS VISIBLE BY A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE IS PROPERLY PARKED IN THE SPACE. (CENTERED AT STALL ENTRANCE RECOMMENDED)
MINIMUM 6"x6" DECAL TO BE LOCATED AT EACH PRIMARY PUBLIC ENTRANCE AND AT EVERY MAJOR EXTERIOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL.

3. 2.

1. INTERNATIONAL SYMBOL

OF ACCESSIBILITY
SCALE:
1 ACCESSIBILITY SYMBOL
3/4"=1'-0"
SCALE:
4 GRAB BAR
6" = 1'-0"
11 2"
CLR.

WOOD OR METAL

STUD WALL FRAMING

PROVIDE CONCEALED
ANCHOR PLATE @ METAL

STUD CONDITION
(4) #12 WD. SCREWS W/ 1 1
2"
MIN. PENETRATION IN TO BLK.

MIN. 11
2"
CLEAR

TANK STYLE TOILET,

WHERE OCCURS
(SHOWN DASHED)
2x BLKG. @ WD.

STUD CONDITION
GRAB BAR W/ 11
4" MIN.
& 1 1
2" MAX O.D.
34-1/2" (33" MIN. - 36" MAX.)

HEIGHT ABOVE FINISH FLOOR
SCALE:
10 EXIT SIGNAGE
3" = 1'-0"
NOTE: PROVIDE SIGNS WHERE INDICATED ON PLANS; LOCATE CENTERLINE OF EA. SIGN 9" MAX. AWAY FROM DOOR STRIKE SIDE. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES (1220 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST TACTILE CHARACTER AND 60 INCHES (1525 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER.

EXIT
1'-0"
6"
1 2" MIN. 3/8" MIN.
1/2" MAX.

BRAILLE CHARACTERS:

PLEASE REFER TO DETAIL
CHARACTER TYPE: MIN. 1 1
4" HIGH
9 ~

EXIT ROUTE
1'-0"
6"
1 2" MIN. 3/8" MIN.
1/2" MAX.

BRAILLE CHARACTERS:

PLEASE REFER TO DETAIL
CHARACTER TYPE: MIN. 1 1
4" HIGH
9 ~

A 'EXIT' SIGN

B 'EXIT ROUTE' SIGN

ALL NEW AND ANY EXISTING SIGNS WITH

TACTILE AND VISUAL CHARACTERS SHALL BE

MOUNTED AT THE CORRECT HEIGHT PER CODE
REFERENCE BELOW:
5'-0" MIN. 4'-0" MIN.
5'-0" MIN. 4'-0" MIN
NOTE:
2% MAX. SLOPE IN
ANY DIRECTION, TYP.
1'-6"
MIN.

PUSH SIDE

PULL SIDE
2'-0" MIN.

CLR.

A EXTERIOR DOOR B INTERIOR DOOR
REQ'D CLR.

SPACE
5'-0" MIN.

PULL SIDE PUSH SIDE
12"
MIN.
4'-0" MIN.
5'-0" MIN. 4'-0" MIN
NOTE:
2% MAX. SLOPE IN
ANY DIRECTION, TYP.
1'-6"
MIN.

PUSH SIDE

PULL SIDE
2'-0" MIN.

CLR.

A EXTERIOR DOOR B INTERIOR DOOR
REQ'D CLR.

SPACE

PULL SIDE PUSH SIDE
SCALE:
6 DOOR CLEARANCES
1/4"=1'-0"
WIDTH

OF DOOR
(IF NO

LATCH &
CLOSER

PROVIDED)
12"
MIN.

PROVIDE THIS

ADDITIONAL

SPACE IF DOOR

IS EQUIPPED

W/ BOTH A

LATCH AND A
CLOSER
SCALE:
9 CONTRACTED
GRADE 2 BRAILLE
N.T.S.

A
VERT. OR HORIZ.

BRAILLE CELL SPACING B BRAILLE DOT

ROUNDED DOT
.025"
1/40"
(WITHIN A CELL)
.10" INTRA-CELL SPACING
.20"
(BETWEEN CELLS)

INTER-CELL SPACING

C BRAILLE CHARACTER NOTES

1. BRAILLE CHARACTERS: CONTRACTED GRADE 2 BRALLE.

CALIFORNIA SPACING: DOTS ARE 1/10" O.C. IN EA. CELL WITH 2/10" SPACE BETWEEN CELLS MEASURED FROM THE SECOND

COLUMN OF DOTS IN THE FIRST CELL TO THE FIRST COLUMN
OF DOTS IN THE SECOND CELL.

CHARACTER THICKNESS & SHAPE: DOTS SHALL BE RAISED
1/40" MIN. ABOVE BACKGROUND AND SHALL BE DOMED.

2. 3.

PER 2013 CBC, BRAILLE SHALL CONFORM TO THE FOLLOWING:
1 1
2" MIN. CLR
33" A.F.F., 36" MAX.
@ TANK TOILET
17"
T0 19"
PROVIDE 42" BAR
(36" MIN. REQ'D)
34-1/2" (33" MIN
36" MAX. A.F.F.)
6" MAX.
4 A901

GRAB BAR

BEHIND WC
PROVIDE 48" GRAB BAR
(42" MIN. REQ'D)
T.P.
20" MIN.
(19" MIN. REQ'D)
12"
MAX.

SCALE:
3 ACCESSIBLE TOILET
3/8"=1'-0"
2'-6"
(24" MIN. REQ'D)
54" MIN.
7"-9"
2'-6 1
2"
(24" MIN. REQ'D)
5'-2" CLR. (60" MIN. REQ'D)

AT REAR WALL (NO SINKS)
4'-2" CLR.
(48" MIN. REQ'D)
11 2"
MIN.

CLR.
12"
MIN.
34-1/2" (33" MIN,
36" MAX. A.F.F.)
171
2"

ACCESSIBILITY NOTES

9. Where towels, sanitary napkins, waste receptacles, and other similar dispensing and disposal fixtures are provided, at least one of each type shall be located with all operable parts, including coin slots, within 40" from the finished floor.

1. Grab bars shall be located on each side, or on one side and the back of the accessible toilet stall or compartment.

4. The diameter or width of the gripping surfaces of a grab bar shall be 1-1/4" to 1-1/2" or the shape shall provide an equivalent gripping surface. If grab bars are mounted adjacent to a wall, the clearance between the wall and the grab bars shall be 1-1/2".

5. No protruding objects shall be mounted 12" above the grab bar or 1-1/2" below the grab bar.

6. The rear wall grab bar shall be 36" min. and extend from the centerline of the water closet 12" minimum on one side and 24" min. no the other.

3. Grab bars shall be securely attached in a horizontal position, 33" minimum and 36" maximum above the finish floor measured to the top of the of the gripping surface.

2. Grab bars at the side shall be 42" long minimum, located 12" maximum from the rear wall and extending 54" minimum from rear wall with the front end positioned 24" minimum in front of the water closet..

11. The top of the toilet seat 17" to 19" from floor surface measured to the top of a maximum 2" high toilet seat.

10. Toilet tissue dispensers that control delivery or that do not permit continuous paper flow shall not be used. Dispenser is to be located within 7"-9" of the front edge of the toilet seat to the centerline of the dispenser with 19" min. height from floor to center line of dispenser (below grab bar).

C. GRAB BARS

7. The water closet shall be located in a space 60" min. clear in width. The side shall provide a minimum of 17" and a maximum of 18" from the center line of the water closet to the adjacent wall. A minimum 48"x60" clear floor space shall be provided in front of the water closet. Provide a minimum 60"x56" clear floor space around water closet when toilet is wall mounted, and a 60" x 59" minimum clear floor space if water closet is floor mounted. No fixture (including sinks) shall obstruct this clear floor space at the water closet.

2. Lavatory faucets are lever type, push type or electronic control mechanisim valves that are operable with one hand and do not require tight grasping, pinching or twisting of the wrist. Self closing valves shall maintain a minimum of 10 second open flow of 5 lbs. maximum force required to activate controls.

6. Controls for water closet flush valves shall be mounted on the wide side of toilet areas and shall require 5 lbs. maximum pressure to operate flush valve.

5. All piping under lavatories shall be configured, insulated or otherwise covered to prevent contact. There shall be no sharp or abrasive surfaces under lavatories.

4. All lavatories that are designed to be accessible shall be mounted with the rim or counter edge no higher than 34" above the finished floor and vertical clearance measured from the bottom of the apron or outside bottom edge of the lavatory of 29" reducing to 27" at a point located 8" back from edge. Toe clearance under lavatory is under 9" high, 30" wide and extends a minimum of 17" in depth from the front of the lavatory.

3. Lavatories adjacent to a wall shall be mounted with a minimum distance of 18" to the center line of the fixture.

1. A minimum of 30"x48" clear space is provided in front of lavatory allowing foward approach.

7. Water closet and urinal flush valves controls and faucet and operating mechanism controls, shall be operable with one hand, shall not require tight grasping, pinching, or twisting of the wrist, and shall be mounted no more than 44" above the floor.

B. SANITARY FACILITY FIXTURES & ACCESSORIES

8. Mirrors shall be mounted with the bottom of the reflective surface no higher than 40" from the finished floor elevation.

6. There shall be in the room a clear floor space of at least 60" in diameter, or a T-shaped space. No door shall encroach into this space for more than 12".

5. There shall be sufficient space in the toilet room for a wheelchair measuring 30" wide by 48" long to enter the room and permit the door to close.

3. Unisex sanitary facilities shall be identified by a circle ¼" thick, 12" diameter, with a ¼" thick triangle superimposed within the circle.

2. Doorways leading to men's sanitary facilities shall be identified by an equilateral triangle ¼" thick with edges 12" long and a vertex pointing upward. Women's sanitary facilities shall be identified by a circle ¼" thick and 12" in diameter.

4. Where a tactile sign is provided at a door, the sign shall be located alongside the door at the latch side. Where a tactile sign is provided at double doors with one active leaf, the sign shall be installed on the wall adjacent to the latch outside of the door. Where a tactile sign is provided at double doors with two active leafs, the sign shall be located to the right of the right hand door. Where there is no wall space at the latch side of a single door or at the right side of double doors, signs shall be located on the nearest adjacent wall.

Signs containing tactile characters shall be located so that a clear floor space of 18" min. by 18" min., centered on the tactile characters, is provided beyond the arc of any door swing between the closed position and 45 degree open position. Tactile characters on signs shall be located 48" min. above the finish floor or ground surface, measured from the baseline of the lowest tactile character and 60" max. above the finish floor or ground surface, measured from the baseline of the highest tactile character A. GENERAL

1. All dimensions and clearances within restroom areas shown on details are to be measured from finished surfaces.

8. In other than dwelling units, toilet rooms floors shall have a smooth, hard, non-absorbant surface such as portland cement, concrete, ceramic tile or other approved material which extends upward onto the walls at least 5 inches. Walls within water closet compartments shall be similarly finished to a height of 48 inches.
3 07.02.26 P.C. RESPONSE 3
3 SCALE:
12 STAIR

HANDRAIL
3/4" = 1'-0"

CONTRASTING STRIPE, SEE
KEYNOTE 22 /A100
12" MIN.

LEVEL
12"
1-1/2" SCH. 40 STEEL

PIPE HANDRAILS AND

POSTS, PAINTED, SEE

HANDRAIL NOTES FOR
ADDITIONAL INFO.
2'-0"
(26" MAX.)
5"
36"
(34" MIN., 38" MAX.),

CONSISTENT HEIGHT
CL

TURN HANDRAIL EXTENSIONS
90 DEGREES PER EXCEPTION
#3 CBC SECTION 11B-505.10

CORE DRILL (E) CONCRETE AND

PROVIDE METAL RAILING POST
SLEEVE. VERIFY (E) CONCRETE

DEPTH IN FIELD AND PROVIDE

ADDITIONAL CONCRETE IF
REQUIRED. SET RAILING IN

NON-SHRINK GROUT (WAGNER

GALVANIZED POST SLEEVE
G256-SNC OR EQUAL)
3"
PROVIDE 10"Ø x 30" DEEP
CONC. FTG. CROWN CAP TO

DRAIN AWAY FROM POLE -

TROWEL TOP SMOOTH
(E) CONCRETE

FLATWORK
(BEYOND)

1. ALL PIPING CONNECTIONS SHALL BE COPED AND WELDED, WELDS SHALL BE GROUND SMOOTH.

2. 3.

ALL PIPING SHALL BE FREE OF BURRS AND SHARP EDGES

4. ALL PIPING SHALL BE HOT DIPPED GALVANIZED. WHERE FIELD WELDING OR GRINDING HAS TO OCCUR AFTER ONSITE, ZINC PAINT SHALL BE USED AT THESE LOCATIONS.

CONTRACTOR SHALL MAKE FIELD MEASUREMENTS OF AS-BUILT RAMP AND STAIRS PRIOR TO RAILING FABRICATION.

8. HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS.

9. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT LESS THAN 1-1/4" AND NOT GREATER THAN 2". WHERE THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4" AND NOT GREATER THAN 6-1/4" WITH A MAXIMUM CROSS-SECTIONAL DIMENSION OF 2-1/4" AND MINIMUM CROSS-SECTIONAL DIMENSION OF 1". EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01".

10. HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS.

11. HANDRAIL BRACKETS OR BALUSTERS ATTACHED TO THE BOTTOM SURFACE OF THE HANDRAIL THAT DO NOT PROJECT HORIZONTALLY BEYOND THE SIDES OF THE HANDRAIL WITHIN 1-1/2" OF THE BOTTOM OF THE HANDRAIL SHALL NOT BE CONSIDERED OBSTRUCTIONS. FOR EACH 1/2" OF ADDITIONAL HANDRAIL PERIMETER DIMENSION ABOVE 4", THE VERTICAL CLEARANCE DIMENSION OF 1-1/2" SHALL BE PERMITTED TO BE REDUCED BY 1/8".

12. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS

13. CLEAR SPACE BETWEEN A HANDRAIL AND A WALL OR OTHER SURFACE SHALL BE NOT LESS THAN 1-1/2". A

HANDRAIL AND A WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES.

14. TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 34" MINIMUM AND 38" MAXIMUM VERTICALLY ABOVE WALKING SURFACES, STAIR NOSINGS, AND RAMP SURFACES. HANDRAILS SHALL BE AT A CONSISTENT HEIGHT ABOVE WALKING SURFACES, STAIR NOSINGS, AND RAMP SURFACES.

15. CLEARANCE BETWEEN HANDRAIL GRIPPING SURFACES AND ADJACENT SURFACES SHALL BE 1-1/2" MINIMUM.

HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS 3" MAXIMUM DEEP AND 18" MINIMUM CLEAR ABOVE THE TOP OF THE HANDRAIL.

6. HANDRAILS SHALL BE EITHER:
1-1/2" DIAMETER, 0.120 THICK, HOT DIPPED GALVANIZED STEEL TUBE PIPE. 1-1/4" DIAMETER , SCHEDULE 40, HOT DIPPED GALVANIZED STEEL TUBE PIPE.

7. HANDRAIL BRACKET SHALL BE 5/8" DIAMETER BENT GALVANIZED STEEL ROD.

EXTERIOR HANDRAIL NOTES

5. RAILING FINISH. ALL HANDRAILS, GUARDRAILS, METAL PICKETS AND ASSOCIATED PIPING SHALL BE PROVIDED WITH PAINTED FINISH, COLOR TO BE SELECTED BY ARCHITECT.

SCALE:
11 ENLARGED SITE DETAIL
1/2" = 1'-0"
3 2A-10BC FIRE EXTINGUISHER.

CONTROLS TO BE 36" - 48" A.F.F.

EXISTING WALL ASSEMBLY, CREATE

NEW ROUGH OPENING FOR
SEMI-RECESSED CABINET. VERIFY

EXISTING CONDITIONS AND CONFIRM
NO CONFLICTS IN THE FIELD.

SCALE:
13 FIRE EXTINGUISHER CABINET
3" = 1'-0"

SEMI-RECESSED FIRE EXTINGUISHER
CABINET (LARSON'S 2409-6R, STEEL,

WITH RECESSED HANDLE, OR

APPROVED EQUAL)

TOP OF FIRE EXTINGUISHER HANDLE
TO BE 48" MAX. FROM FINISH FLOOR
48"
R.O. WIDTH & HEIGHT - VERIFY WITH MFR.
3

SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

5.22.2026
25036.1 CENTRAL COAST COMMUNITY ENERGY EV CHARGING STATIONS CENTRAL COAST COMMUNITY ENERGY2601 PORTER STREETSOQUEL, CA 95073 030-201-76 A.P.N.:

MEP CONSULTANT:

11.24.25 BUILDING DEPT.
1 03.20.26 P.C. RESPONSE
2 05.18.26 P.C. RESPONSE 2
MECH. LEGEND,
GEN. NOTES
& EQ. SCHED.

M0.1
250532_M0.1_M0.2
-

GENERAL MECHANICAL NOTES
# DESCRIPTION
1 CONSTRUCTION TO CONFORM WITH:
- 2025 CALIFORNIA BUILDING CODE, WITH LOCAL AMENDMENTS
- 2025 CALIFORNIA MECHANICAL CODE, WITH LOCAL AMENDMENTS - 2025 CALIFORNIA PLUMBING CODE. WITH LOCAL AMENDMENTS
- 2025 CALIFORNIA ELECTRICAL CODE, WITH LOCAL AMENDMENTS - 2025 CALIFORNIA FIRE CODE, WITH LOCAL AMENDMENTS
- 2025 CALIFORNIA ENERGY CODE, WITH LOCAL AMENDMENTS
2 ALL INDICATED DIMENSIONS ARE APPROXIMATE AND ARE GIVEN FOR ESTIMATE PURPOSES ONLY. BEFORE

PROCEEDING WITH THE WORK, THIS CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS, SIZES AND REQUIRED CLEARANCES. CONTRACTOR SHALL AND SHALL ASSUME FULL

RESPONSIBILITY FOR THE FITTING OF ALL EQUIPMENT AND MATERIALS HEREIN REQUIRED TO OTHER PARTS OF THE WORK AND TO THE WORK OF OTHER TRADES.
3 CONTRACTOR SHALL COMPLY WITH ALL CONTRACT DOCUMENTS IN LAYING OUT HIS WORK AND

EQUIPMENT OR SPECIALTIES REQUIRING READING, ADJUSTMENT, INSPECTION, REPAIRS, REMOVAL OR

REPLACEMENT AND SHALL BE CONVENIENTLY AND ACCESSIBLY LOCATED WITH REFERENCE TO THE FINISHED BUILDING.
4 DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH CHAPTER 6 OF THE LATEST EDITION OF CALIFORNIA MECHANICAL CODE AND SMACNA EDITION 2020, 4th EDITION. 5 ALL BRACING OF DUCTS AND PIPING SHALL BE INSTALLED IN ACCORDANCE WITH ``SMACNA'' GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL AND PLUMBING SYSTEMS. WHERE BRACING DETAILS ARE NOT

SHOWN ON DRAWINGS OR IN THE GUIDELINES, THE FIELD INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT AND THE STRUCTURAL ENGINEER.
6 ALL FRESH AIR INTAKES SHALL BE LOCATED A MINIMUM OF 10'-0" FROM ANY SANITARY VENT, EXHAUST FAN DISCHARGE AND FLUE OF OTHER GAS FIRED EQUIPMENT. WHEN NECESSARY, EXTEND VENT OR PROVIDE ADDITIONAL FRESH AIR INTAKE DUCTWORK AS DIRECTED BY THE ENGINEER. 7 THE INSTALLATION OF VALVES, THERMOMETERS, GAUGES, CLEANOUTS, DAMPERS, DUCT ACCESS DOORS

OR OTHER INDICATING EQUIPMENT OR SPECIALTIES REQUIRING READING, ADJUSTMENT, INSPECTION, REPAIRS, REMOVAL OR REPLACEMENT SHALL BE CONVENIENTLY AND ACCESSIBLY LOCATED. 8 WHERE ANCHORAGE DETAILS ARE NOT SHOWN ON THE DRAWINGS, THE FIELD INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER.
9 THE SIZES, WEIGHTS AND CAPACITIES OF ALL EQUIPMENT SCHEDULES ON THE DRAWING HAVE BEEN CAREFULLY COMPUTED. SHOULD EQUAL ITEMS BUT DIFFERENT MANUFACTURER'S BE SUBMITTED FOR APPROVAL, ALL SUCH SUBMITTALS SHALL INCLUDE 1/4" SCALE SHOP DRAWINGS SHOWING METHOD OF INSTALLATION. PROVIDE LOAD RATINGS AND SEISMIC CALCULATIONS AS APPROVED BY A REGISTERED STRUCTURAL ENGINEER WITH EACH SUBMITTAL.
10 REQUIRED ROUTINE MAINTENANCE ACTION SHALL BE CLEARLY STATED AND INCORPORATED ON A

READILY ACCESSIBLE LABEL, WHICH MAYBE LIMITED TO IDENTIFYING BY TITLE AND/ OR PUBLICATION

NUMBER THE OPERATION AND MAINTENANCE MANUAL FOR THAT PARTICULAR MODEL AND TYPE OF PRODUCT. ONE COPY OF THIS INFORMATION SHALL BE FURNISHED BY THE CONTRACTOR TO THE OWNER. 11 THE CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL TRADES AT THE SITE. ANY COST TO INSTALL

WORK TO ACCOMPLISH SAID COORDINATION WHICH DIFFERS FROM THE WORK AS SHOWN ON THE PLANS SHALL BE INCURRED BY THE CONTRACTOR. ANY DISCREPANCIES, AMBIGUITIES OR CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT DURING BID TIME FOR CLARIFICATION. ANY SUCH

CONFLICTS NOT CLARIFIED PRIOR TO BID SHALL BE SUBJECT TO THE INTERPRETATION OF THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER.
12 AFTER ALL REQUIREMENTS OF THE SPECIFICATIONS AND/ OR THE DRAWINGS HAVE BEEN FULLY COMPLETED, REPRESENTATIVES OF THE OWNER WILL INSPECT THE WORK. THE CONTRACTOR SHALL

PROVIDE COMPETENT PERSONNEL TO DEMONSTRATE THE OPERATION OF ANY ITEM OR SYSTEM, TO THE FULL SATISFACTION OF EACH REPRESENTATIVE. FINAL ACCEPTANCE OF THE WORK WILL BE MADE BY THE

OWNER AFTER RECEIPT OF APPROVAL AND RECOMMENDATION OF ACCEPTANCE FROM EACH REPRESENTATIVE.
13 WHEREVER A DISCREPANCY IN QUANTITY OR SIZE OF MECHANICAL EQUIPMENT MATERIAL ARISES ON THE

DRAWINGS AND/OR SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND

INSTALLING ALL MATERIAL AND SERVICES REQUIRED BY THE STRICTEST CONDITIONS NOTED ON

DRAWINGS AND/ OR IN THE SPECIFICATION TO ENSURE COMPLETE AND OPERABLE SYSTEMS AS REQUIRED BY THE OWNER AND ENGINEER.
14 PENETRATION OF PIPES, CONDUITS, ETC., IN WALLS REQUIRING PROTECTED OPENING SHALL BE FIRE STOPPED. FIRE STOP MATERIAL SHALL BE A U.L. TESTED AND APPROVED ASSEMBLY APPROVED BY THE STATE FIRE MARSHALL.
15 FINAL LOCATIONS OF THERMOSTAT TO BE VERIFIED WITH THE ELECTRICAL AND MECHANICAL ENGINEER AT THE JOB SITE.
16 EACH SYSTEM PROVIDING HEATING OR COOLING AIR IN EXCESS OF 2000 CFM SHALL BE EQUIPPED WITH AN AUTOMATIC SHUT-OFF. SHUT-OFF SHALL STOP THE AIR MOVING EQUIPMENT WHEN SMOKE IS DETECTED IN MAIN SUPPLY AIR DUCT SERVED BY THE SYSTEM.
17 CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS, FEES, AND INSPECTIONS REQUIRED BY GOVERNING AUTHORITIES.
18 SMOKE DETECTORS ASSOCIATED WITH SMOKE DAMPERS AND HVAC SHUTOFFS SHALL BE TESTED BY AN APPROVED TESTING AGENCY OR A QUALIFIED THIRD PARTY SPECIAL INSPECTOR. THE SPECIAL

INSPECTOR /TESTING AGENCY SHALL BE AN INDEPENDENT THIRD PARTY INDIVIDUAL OR FIRM AND SHALL NOT BE THE INSTALLING CONTRACTOR. A PROFESSIONAL ENGINEER SHALL SUBMIT A FINAL INSPECTION APPROVAL OR OCCUPANCY APPROVAL, INCLUDING CONDITIONAL OCCUPANCY APPROVAL. (2019 CMC, 605 & 2019 CBC, 713).
19 ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE PROTECTED DURING

STORAGE ON THE CONSTRUCTION SITE, AND SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METAL OR

OTHER ACCEPTABLE METHODS UNTIL THE FINAL STARTUP OF THE HEATING AND COOLING EQUIPMENT TO REDUCE THE AMOUNT OF DUST AND DEBRIS WHICH MAY COLLECT IN THE SYSTEM. 20 INSTALLED KITCHEN RANGE HOOD SHALL BE FIELD VERIFIED IN ACCORDANCE WITH THE PROCEDURES OF RESIDENTIAL APPENDIX RA3.7.4.3 TO VERIFY FAN IS RATED TO HVI CERTIFIED PRODUCTS DIRECTORY AND SHALL NOT EXCEED A MAXIMUM SONE RATING OF 3.0. ALL APPLICABLE CERTIFICATES OF COMPLIANCE, INSTALLATION, AND VERIFICATION MUST BE REGISTERED WITH AN APPROVED HERS PROVIDER. 21 THE PERMANENT HVAC SYSTEM SHALL ONLY BE USED DURING CONSTRUCTION IF NECESSARY TO

CONDITION THE BUILDING OR AREAS OF ADDITION OR ALTERATION WITHIN THE REQUIRED TEMPERATURE RANGE FOR MATERIAL AND EQUIPMENT INSTALLATION. IF THE HVAC SYSTEM IS USED DURING CONSTRUCTION, USE RETURN AIR FILTERS WITH A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 8.

REPLACE ALL FILTERS PRIOR TO OCCUPANCY OR, IF THE BUILDING IS OCCUPIED DURING ALTERATION, AT THE CONCLUSION OF CONSTRUCTION.
22 5.508.1.1 CHLOROFLUOROCARBONS (CFCS). INSTALL HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT THAT DO NOT CONTAIN CFCS. 5.508.1.2 HALONS. INSTALL HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT THAT DO NOT CONTAIN HALONS.
23 CALL GREEN: 5.410.4 TESTING AND ADJUSTING : SPECIFY THE SYSTEM IN THE PROJECT TO BE TESTED AND ADJUSTED.
24 CALL GREEN: 5.504.5.3: IN MECHANICALLY VENTILATED BUILDINGS, PROVIDE REGULARLY OCCUPIED AREAS

OF THE BUILDING WITH AIR FILTRATION MEDIA FOR OUTSIDE AND RETURN AIR PRIOR TO OCCUPANCY THAT PROVIDES AT LEAST A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 13. MERV 13 FILTERS SHALL BE

INSTALLED PRIOR TO OCCUPANCY AND RECOMMENDATIONS FOR MAINTENANCE WITH FILTERS OF THE SAME VALUE SHALL BE INCLUDED IN THE OPERATION AND MAINTENANCE MANUAL.

MECHANICAL LEGEND

SYMBOL & ABBREVIATION DESCRIPTION

SA / SUP SUPPLY AIR (RISE/DROP)

RA/RET RETURN AIR DUCT (RISE/DROP)

EA/EXH EXHAUST AIR DUCT (RISE/DROP)

CD/SR CEILING DIFFUSER/SUPPLY REGISTER
(ARROWHEAD REPRESENTS NUMBER OF THROW)

RR/RG RETURN REGISTER/GRILLE

ER/RG EXHAUST REGISTER/GRILLE

RECTANGULAR DUCT ELBOW WITH TURNING VANES

FC FLEXIBLE CONNECTION

MVD MANUAL VOLUME DAMPER

FD FIRE DAMPER
(L) DUCT LINING (1" THICK UNLESS OTHERWISE NOTED)

SINGLE LINE DUCT BRANCH TAKE-OFF

DUCT TRANSITION (RECTANGULAR TO ROUND)
FLEX FLEXIBLE DUCT (5'-0" MAXIMUM)

T-STAT PROGRAMMABLE THERMOSTAT

CD CONDENSATE DRAIN
DIA. DIAMETER

DL DOOR LOUVER
UC DOOR UNDERCUT (3
4" MINIMUM)

FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR

FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR

FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR AND

INSTALLED BY ELECTRICAL CONTRACTOR

CARBON DIOXIDE SENSOR

SD DUCT SMOKE DETECTOR

AIR OUTLET/INLET DEVICE

DESIGNATION (S-SUPPLY, R-RETURN, E-EXHAUST)

AIR QUANTITY IN CFM

MECHANICAL EQUIPMENT DESIGNATION

DESIGNATED NUMBER

A/C, AC AIR CONDITIONING

BDD BACK DRAFT DAMPER

CB CIRCUIT BREAKER
CLG. CEILING
CONN. CONNECT/CONNECTION
CONT. CONTINUATION

CONT'R CONTRACTOR

CFM CUBIC FEET PER MINUTE
DET. DETAIL
DISC. DISCONNECT

DTR DOWN THRU ROOF

EF EXHAUST FAN
(E) EXISTING
GA. GAGA/GAUGE

GC GENERAL CONTRACTOR

HVAC HEATING, VENTILATING, AND AIR CONDITIONING
MFR. MANUFACTUTER
MECH. MECHANICAL
(N) NEW

OA/OSA OUTSIDE AIR

OBD OPPOSED BLADE DAMPER

S/S STAINLESS STEEL
TYP. TYPICAL
UTR. UP THRU ROOF
A.P. ACCESS PANEL
NOTE:

NOT ALL SYMBOLS AND ABBREVIATIONS ARE NECESSARILY USED IN THIS PROJECT.

T
CD
Ø
DL
UC
M
E
M/E
C
SD
SD-1
400
EF
-

MECHANICAL DRAWING SCHEDULE- CONTINUATION
# TITLE
M0.1 MECHANICAL LEGEND GENERAL NOTED AND EQUIPMENT SCHEDULE M0.2 MECHANICAL SPECIFICATIONS
M0.3 MECHANICAL EXISTING TITLE 24 FORMS - I
M0.4 MECHANICAL EXISTING TITLE 24 FORMS - II
M0.5 MECHANICAL EXISTING TITLE 24 FORMS - III
M0.6 MECHANICAL EXISTING TITLE 24 FORMS - IV
M0.7 MECHANICAL EXISTING TITLE 24 FORMS - V
M2.1 MECHANICAL 1ST FLOOR PLAN
M2.2 MECHANICAL 2RD FLOOR PLAN
M6.1 MECHANICAL DETAILS - I
M6.2 MECHANICAL DETAILS - II

ACOUSTICAL NOTES
# DESCRIPTION
1 ACOUSTICAL FLEXIBLE DUCT SHOULD BE AT LEAST THREE FEET IN LENGTH PRIOR TO ALL AIR REGISTERS.

A PRODUCT SUCH AS FLEXMASTER 6B, QUIETFLEX QAS, OR CASO SILENTFLEX 2 SHOULD BE USED.

ACOUSTICAL FLEXIBLE DUCT SHOULD NOT PENETRATE SOUND-RATED WALLS. 2 LINING FOR RECTANGULAR DUCTS SHOULD BE EQUAL TO JOHNS MANVILLE LINACOUSTIC RC, BONDED LOGIC ULTRATOUCH NATURAL FIBER DUCT LINER, OR OWENS-CORNING QUIETR. FOR ROUND DUCTS, USE A PRODUCT EQUAL TO JOHNS MANSVILLE “SPIRACOUSTIC PLUS” AND CERTAINTEED “TOUGHGUARD” LINERS.
3 ALL ATTACHMENTS TO VIBRATION-ISOLATED EQUIPMENT SHOULD BE FLEXIBLE, INCLUDING BELLOWS-TYPE CANVAS FOR DUCTS AND FLEXIBLE HOSE FOR CONDUIT. FLEXIBLE PIPING CONNECTIONS SHOULD BE AS FOLLOWS:

A. TWIN-SPHERE RUBBER CONNECTORS (SUCH AS MASON SFDEJ) FOR LARGE PIPES B. SINGLE-SPHERE CONNECTORS (SUCH AS MASON SFU) FOR PIPES 3/4-INCH TO 1-1/2-INCH IN DIAMETER C. 24 INCHES OF BRAIDED METAL HOSE FOR 1/2-INCH DIAMETER PIPING AND SMALLER, OR WHERE THE FLUID IS NOT COMPATIBLE WITH MASON SFDEJ/SFU (E.G., REFRIGERANT)

SERVICE MANUFACTURER
& MODEL (CFM)
AIR
FLOW

REMARKS
NUMBER
MOTORS
HP

OUTSIDE AIR MITSUBISHI
LGH-F300RVX2-E EXHAUST AIR
300 1
300

ENERGY RECOVERY VENTILATOR SCHEDULE
1 ERV
1 2 3
1 4

EQUIPMENT
TAG
MOUNTED HORIZONTALLY ON INTERIOR SIDE WALL.

PROVIDE MERV-13 FILTER.
1 2
3 NOTES:

N/A
CONTROLLED BY THERMOSTAT.

V

ELECTRICAL DATA
PH Hz
75 120 1 60

OPERATING
WEIGHT
(lb)
42" X 42" X 14

OVERALL UNIT

DIMENSIONS

L X H X W
(in)

LOCATION
1/3
1/3
4 OUTSIDE AIR

EXHAUST AIR
300 1
300
2 ERV
1 2 3
1 120 1 4 42" X 42" X 14 75 60
1/3
1/3

OUTSIDE AIR

EXHAUST AIR
150 1
150
3 ERV
1 2 3
1 120 1 4 12" X 24" X 8.5 40 60 INDOOR

CEILING
1/4
1/4
BROAN
LGH-F300RVX2-E
BROAN
BLP150E75NS-HWF
INDOOR

CEILING
INDOOR

CEILING

NEW SINGLE SPLIT SYSTEM HEAT PUMP UNIT

MARK SERVICE MANUFACTURER &

MODEL NUMBER

OUTSIDE AIR
PER T-24
CFM
QTY.

HEATING COOLING DX PIPE
SIZES
CONN.

GAS/LIQ
in

FAN ELECTRICAL DATA

DIMENSIONS
W x H x D
in

OUTSIDE
AIR
PER T-24
CFM
WEIGHT
lbs NOTES CAPACITY
BTH/h
COP2/
HSPF2

NOMINAL
TON
SEER2/
EER2
TOTAL
BTH/h
SENS.

BTH/h

SUPPLY AIR
CFM
ESP
inWC
HP
[W] V Ph Hz MCA MOP

EXISTING OFFICE WORK
AREA #201

EXISTING BRYANT
38MAQB24R-301
30 1
24,000 3.0 / 10 0.75 18.9 / 12.7 9,000 8,000 3/8 / 1/4
- --
208 1 60
20 15.0 37.2" X 31.9" X 16.1"
20 146
NEW BRYANT 40MAQH24B 1 520 0.2 0.17 0.5 - 46.7" X 13.4" X 10.2" 40.8 1 HP
1 FC
1 7 8
2 3 4 5 6

EXISTING HEAT PUMP UNIT

INSULATION OF DX PIPING AS PER CODE

IDENTIFY EACH PIECE OF EQUIPMENT
FIELD INSTALLED DISCONNECT SWITCH.

REQUIRED COMPONENTS FOR REFRIGERANT SUCTION PIPING:

SUCTION LINE FILTER, SHUT-OFF VALVE AND FROSTAT
REQUIRED COMPONENTS FOR REFRIGERANT LIQUID PIPING: SHUT-OFF VALVE, FILTER DRIER,

ACCESS PORT, SOLENOID VALVE, MOISTURE & LIQUID INDICATOR AND EXPANSION VALVE 4 5
CEILING MOUNTED EXPOSED NEW FAN COIL.

INDOOR UNIT POWERED FROM OUTDOOR UNIT.

PROVIDE FILTER ON RETURN GRILLE WITH MERV 13.
7 8
6 9
9 1
2 3
NOTES:

NEW AIR DEVICE SCHEDULE

MARK NECK SIZE DIFFUSER FACE OR CEILING

GRID SIZE (INCHES)
TYPE

CFM RANGE

DIFFUSER

MOUNTING

REGISTER
GRILLE
LOUVER
DUCT

SURFACE
DUTY
SUPPLY
RETURN

EXHAUST

TRANSFER
MANUFACTURER MODEL NO. REMARKS NC
3 NOTES:

LAY-IN
IL-1 SEE FLOOR PLAN 12 X 12 150 -- -- - X X - AIROLITE K6746 <20 1 2 3 EL-1 SEE FLOOR PLAN 12 X 12 150 --- -X X- - X- - AIROLITE K6744 <20 2 3 SD-1 SEE FLOOR PLANS 12 X 12 30-40 X-X -- -- - -X - TITUS PAS <20 2 3 EG-1 SEE FLOOR PLAN 12 X12 160 - -X -- XX - -- - TITUS 50F <20 1 2 3 1 1
-- - X
1 PROVIDE OPOSED BLADE DAMPER. 2 TYPE AND CFM SHALL BE AS INDICATED ON DRAWINGS AT EACH AIR DEVICE. 3 SELECTION OF THE FINISHES OF AIR DISTRIBUTION DEVICES BY INTERIOR DESIGNER/ARCHITECT. 4 RAPID MOUNT FRAME TO BE PROVIDED. 1 1
1 2
2 2
2 2
2