24-054_LAC_EIFS_Final_Specifications.pdf

00 01 00 – 1

CALIFORNIA DEPARTMENT OF CORRECTIONS AND

REHABILITATION

FACILITY PLANNING, CONSTRUCTION AND MANAGEMENT

DIVISION

DESIGN SERVICES AND STANDARDS BRANCH

ARCHITECTURE AND ENGINEERING SECTION

PROJECT SPECIFICATIONS FOR:

LAC EIFS AT BLDG. 348 H.U. D3 & BLDG. 3410 H.U. D5

(24-054)

CALIFORNIA STATE PRISON, LOS ANGELES COUNTY (LAC)

LANCASTER, CALIFORNIA

May 30, 2025

GOVmotus Permit Application #’s:

25-S-1377 (Primary)

25-S-1379

OFFICE OF THE STATE FIRE MARSHAL

APPROVED FIRE AND PANIC ONLY

08/28/25

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans shall be available on the project site at all times.

25-1377

CDCR DSSB California State Prison, Los Angeles County (LAC)

24-054 EIFS AT BLDG. 348 H.U. D3 & BLDG. 3410 H.U. D5

PROJECT DIRECTORY

CDCR-SDD 20200904 00 01 03 – 1 MAY 30, 2025

SECTION 00 01 03

PROJECT DIRECTORY

PART 1 GENERAL

1.1 OWNER

CALIFORNIA DEPARTMENT OF CORRECTIONS AND REHABILITATION

FPCM/PMB

9838 Old Placerville Rd. Suite B Sacramento, CA 95627 Contact Name: Beirong Li, Senior Architect Contact Phone: 279-223-2876 Contact Email: Beirong.Li@cdcr.ca.gov

1.2 ARCHITECT

Beirong Li, Senior Architect California Department of Corrections and Rehabilitation FPCM/DSSB Architecture and Engineering Section 9838 Old Placerville Rd. Suite B Sacramento, CA 95627 Contact Phone: 279-223-2876 Contact Email: Beirong.Li@cdcr.ca.gov

1.3 STRUCTURAL ENGINEER

Eric Reitzell, Senior Civil Engineer California Department of Corrections and Rehabilitation FPCM/DSSB Architecture and Engineering Section 9838 Old Placerville Rd. Suite B Sacramento, CA 95627 Contact Phone: 279-223-2884 Contact Email: Eric.Reitzell@cdcr.ca.gov

1.4 MECHANICAL ENGINEER

Stephen Zagyi, Senior Mechanical Engineer California Department of Corrections and Rehabilitation FPCM/DSSB Architecture and Engineering Section 9838 Old Placerville Rd. Suite B Sacramento, CA 95627 Contact Phone: 279-223-2896 Contact Email: Stephen.Zagyi@cdcr.ca.gov mailto:Beirong.Li@cdcr.ca.gov mailto:Eric.Reitzell@cdcr.ca.gov mailto:Stephen.Zagyi@cdcr.ca.gov

PROJECT DIRECTORY

CDCR-SDD 20200904 00 01 03 – 2 MAY 30, 2025

1.5 ELECTRICAL ENGINEER

Nasim Mohammadi, Senior Electrical Engineer California Department of Corrections and Rehabilitation FPCM/DSSB Architecture and Engineering Section 9838 Old Placerville Rd. Suite B Sacramento, CA 95627 Contact Phone: 279-223-2890 Contact Email: Nasim,Mohammadi@cdcr.ca.gov

PART 2 EXECUTION – NOT USED

END OF SECTION

mailto:Habib.Ur-Rehman@cdcr.ca.gov

CERTIFICATIONS PAGE

CDCR-SDD 20200807 00 01 05 – 1 MAY 30, 2025

DOCUMENT 00 01 05

CERTIFICATIONS PAGE

CLIENT AGENCY: CALIFORNIA DEPARTMENT OF CORRECTIONS AND

REHABILITATION

LOCATION: California State Prison, Los Angeles County (LAC)

LEAD CONSULTANT: Firm: FDCM/DSSB Architecture and Engineering Section Project Manager: Beirong Li, Senior Architect Beirong.Li@cdcr.ca.gov Telephone Number: (279) 223-2876

The Technical Specifications and Working Drawings have been prepared by or under the direct supervision of the following design professionals, licensed in the State of California:

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CERTIFICATIONS PAGE

CDCR-SDD 20200807 00 01 05 – 2 MAY 30, 2025

CLIENT AGENCY: CALIFORNIA DEPARTMENT OF CORRECTIONS AND

REHABILITATION

LOCATION: California State Prison, Los Angeles County (LAC)

REGULATORY REVIEWS:

The Technical Specifications and Working Drawings have been reviewed by the following regulatory reviewers:

ACCESS COMPLIANCE

CDCR California State Prison, Los Angeles County (LAC)

TABLE OF CONTENTS

CDCR-SDD 20220428 00 01 10 – 1 MAY 30, 2025

SECTION 00 01 10

TABLE OF CONTENTS

PROCUREMENT AND CONTRACTING REQUIREMENTS GROUP

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 01 Project Title Page 00 01 03 Project Directory 00 01 05 Certifications Page 00 01 10 Table of Contents 00 01 15 List of Drawing Sheets

SPECIFICATIONS GROUP

GENERAL REQUIREMENTS SUBGROUP

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00 Summary of Work 01 14 00 Work Restrictions 01 25 00 Substitution Procedures 01 33 00 Submittal Procedures 01 33 23 Shop Drawings, Product Data, and Samples 01 33 50 Certificate of Product Compliance 01 35 43 Environmental Procedures 01 35 53 Security Procedures 01 41 00 Regulatory Requirements 01 42 00 References 01 43 39 Mockups 01 45 00 Quality Control 01 45 23 Testing and Inspecting Services 01 50 00 Temporary Facilities and Controls 01 51 00 Temporary Utilities 01 61 50 Recycled Content Certification 01 65 00 Product Delivery Requirements 01 73 29 Cutting and Patching 01 74 19 Construction Waste Management and Disposal 01 78 43 Spare Parts and Extra Stock Materials

FACILITY CONSTRUCTION SUBGROUP

DIVISION 02 – EXISTING CONDITIONS

02 41 00 Demolition

CDCR-SDD 20220428 00 01 10 – 2 MAY 30, 2025

DIVISION 03 – CONCRETE – NOT USED

DIVISION 04 – MASONRY – NOT USED

DIVISION 05 – METALS

05 05 53 Security Metal Fastenings

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

06 10 00 Rough Carpentry

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 24 00 Exterior Insulation and Finish Systems 07 60 00 Flashing and Sheet Metal 07 92 00 Joint Sealants

DIVISION 08 – OPENINGS – NOT USED

DIVISION 09 – FINISHES

09 22 36 Lath 09 90 00 Painting and Coating

DIVISION 10 – SPECIALTIES – NOT USED

DIVISION 11 – EQUIPMENT – NOT USED

DIVISION 12 – FURNISHINGS – NOT USED

DIVISION 13 – SPECIAL CONSTRUCTION – NOT USED

DIVISION 14 – CONVEYING EQUIPMENT – NOT USED

FACILITY SERVICES SUBGROUP

DIVISION 21 – FIRE SUPPRESSION – NOT USED

DIVISION 22 – PLUMBING – NOT USED

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) – NOT

USED

DIVISION 26 – ELECTRICAL

26 05 00 Common Work Results for Electrical 26 05 19 Low-Voltage Electrical Power Conductors and Cables 26 05 34 Outlet and Junction Boxes for Electrical Systems 26 05 35 Raceway for Electrical Systems

CDCR-SDD 20220428 00 01 10 – 3 MAY 30, 2025

DIVISION 27 – COMMUNICATIONS – NOT USED

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY – NOT USED

SITE AND INFRASTRUCTURE SUBGROUP

DIVISION 31 – EARTHWORK – NOT USED

DIVISION 32 – EXTERIOR IMPROVEMENTS – NOT USED

DIVISION 33 – UTILITIES – NOT USED

PROCESS EQUIPMENT SUBGROUP

DIVISION 40 – PROCESS INTERCONNECTIONS - NOT USED

DIVISION 43 – PROCESS GAS AND LIQUID HANDLING, PURIFICATION, AND

STORAGE EQUIPMENT - NOT USED

DIVISION 44 – POLLUTION AND WASTE CONTROL EQUIPMENT – NOT USED

DIVISION 46 – WATER AND WASTEWATER EQUIPMENT – NOT USED

LIST OF DRAWING SHEETS

CDCR-SDD 20200904 00 01 15 – 1 MAY 30, 2025

SECTION 00 01 15

LIST OF DRAWING SHEETS

SHEET NO. SHEET TITLE

General

G1.0 TITLE SHEET

G1.1 GENERAL NOTES AND BUILDING DATA

Architectural

A2.1 MAIN FLOOR PLAN - BLDG 348 H.U. D3 & BLDG. 3410 H.U. D5

A2.2 MEZZANINE FLOOR PLAN - BLDG 348 H.U. D3 & BLDG. 3410 H.U. D5

A3.1 ROOF PLAN - BLDG 348 H.U. D3 & BLDG. 3410 H.U. D5

A4.1 BUILDING ELEVATIONS - BLDG 348 H.U. D3

A4.2 BUILDING ELEVATIONS - BLDG. 3410 H.U. D5

A5.1 WALL SECTIONS

A6.1 DETAILS

A6.2 DETAILS

Electrical

E1.1 ELECTRICAL NOTES AND SYMBOL LEGEND

E2.1 BUILDING 348 MAIN FLOOR ELECTRICAL PLAN

E2.2 BUILDING 348 MEZZANINE ELECTRICAL PLAN

E2.3 BUILDING 3410 MAIN FLOOR ELECTRICAL PLAN

E2.4 BUILDING 3410 MEZZANINE ELECTRICAL PLAN

E3.1 BUILDING 348 ELECTRICAL EXTERIOR ELEVATIONS

E3.2 BUILDING 3410 ELECTRICAL EXTERIOR ELEVATIONS

E4.1 ELECTRICAL DETAILS

SUMMARY OF WORK

CDCR-SDD 20191122 01 11 00 – 1 MAY 30, 2025

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes:

1. Project Description.

2. Owner-Furnished Contractor-Installed Products.

3. Use of Premises.

4. Contractor’s Acceptance of Other Work.

B. Related Sections:

1. Refer to requirements of Division 00.

2. Section 01 50 00 – Temporary Facilities and Controls; for temporary construction fences, gates, and laydown areas.

3. Section 01 52 13 – Field Offices and Sheds.

1.2 PROJECT DESCRIPTION

A. The project site is located California State Prison, Los Angeles County (LAC), Lancaster, CA 93536.

B. Work Covered by Contract: Furnish and install Exterior Insulating Finish System (EIFS) at exterior walls at Building 348 Housing Unit D3 and Building 3410 Housing Unit D5.

1.3 DEFINITIONS

A. CFOI: Contractor-Furnished Owner-Installed.

B. OFOI: Owner-Furnished Owner-Installed.

C. CFCI: Contractor-Furnished Contractor-Installed.

D. OFCI: Owner-Furnished Contractor-Installed.

1.4 SUBMITTALS

A. Submit in accordance with Sections 01 33 00 and 01 33 23.

B. Submit schedule for OFCI products and equipment in accordance with Paragraph 1.5.

C. Submit proposed crane movement plan in accordance with Paragraph 1.6.H.

1.5 OWNER-FURNISHED CONTRACTOR-INSTALLED (OFCI) PRODUCTS

A. Products Furnished by Owner:

1. Each OFCI product is indicated in the relevant Specification Section.

CDCR-SDD 20191122 01 11 00 – 2 MAY 30, 2025

2. Unless otherwise indicated, OFCI products will be furnished at Site.

3. Furnish, as part of this Contract, products not indicated to be furnished by Owner.

B. Owner’s Responsibilities:

1. Arrange for and deliver Owner-reviewed shop drawings, product data, and samples, to

Contractor.

2. Deliver designated products.

3. On Contractor’s receipt of products, inspect products jointly with Contractor.

4. Arrange for required manufacturer’s service.

C. Contractor’s Responsibilities:

1. Submit preliminary schedule 21 days after Notice to Proceed (NTP), identifying required delivery dates for all OFCI items.

2. Receive, handle, and store OFCI items when required by CDCR representative, any time

60 days or more following NTP.

3. Review Owner-approved shop drawings, product data, and samples.

4. Receive products at site.

5. Unload products delivered to site by Owner. Prior to and during unloading, inspect products furnished to site by Owner for completeness and damage jointly with CDCR Representative.

6. Load and transport to site products furnished to Contractor off site by Owner and unload.

Prior to loading, inspect products furnished by Owner for completeness and damage jointly with CDCR Representative.

7. Handle, store, install, and finish products.

8. Repair or replace items damaged after receipt.

D. Spare Parts and Extra Stock Materials:

1. Deliver to CDCR Representative, items designated as spare or extra stock, and place in storage at on-site location as directed.

2. Do not use or access spare items without prior approval of CDCR Representative.

1.6 USE OF PREMISES

A. Access to the site is available from the date of NTP until the CDCR Representative determines that all work under this contract is complete. If deemed warranted by CDCR correctional staff, suspicious vehicles may be stopped and/or searched for security reasons.

B. Confine operations within the limits of designated construction areas unless otherwise approved.

C. Contractor must protect roads used to access work during the period of this Contract.

Contractor must restore damaged roads to their original condition at time of commencement of work.

D. Limit vehicular access to the construction site to company vehicles of Contractor and subcontractors. Company vehicles must be plainly marked on both sides of the exterior with Contractor’s name and/or company symbol.

E. Confine material storage, shop areas, equipment yards, and employee parking within designated areas unless otherwise directed by CDCR Representative.

CDCR-SDD 20191122 01 11 00 – 3 MAY 30, 2025

F. Heavy Vehicular Equipment:

1. Where transportation across the site of equipment over 10,000 pounds gross weight is necessary for Contractor’s operations, submit plan of proposed route for approval by

CDCR Representative.

2. Do not move equipment without approved plan.

3. Contractor is responsible for the cost and repair of all damage created by the movement of heavy vehicles and equipment.

G. Crane Movement:

1. Plan:

a. Submit within 60 days of date of NTP.

b. Indicate (if required) proposed areas and elevations of cut and fill for crane access.

c. Review and coordinate crane access plans based on actual site conditions and site underground utility plans.

d. Indicate and provide steel “drive” plates or other measures to protect underground utility lines and appurtenances from damage.

e. Contractor is responsible for the cost and repair of all damage created by the movement of its crane and equipment.

f. CDCR Representative will review plan.

g. Revise plan as required by CDCR Representative and resubmit.

h. Approved plan will be retained by CDCR Representative.

2. Movement:

a. Crane movement is not allowed prior to approval of crane movement plan without written permission of CDCR Representative.

b. Crane movement must be in accordance with approved plan.

H. Pavement:

1. Contractor must consider and comply with the following criteria in estimating, planning, and executing the Work associated with constructing paved areas:

a. Complete the Work in accordance with requirements of Division 00.

b. Coordinate and perform all grading, placement of aggregate base course material and asphaltic pavement Work with the work of other contractors so as not to impede or prevent the other contractor’s work activities.

c. Other contractors will be utilizing unpaved roadways to travel to and from their respective work areas.

1) Maintain unpaved roadways free from pot holes, dust and mud.

2) Clean, repair and re-grade subgrade and aggregate base course material as required prior to placement of aggregate base course material or asphaltic pavement.

d. Asphaltic pavement must be placed in two lifts. Other contractors will utilize the site roadways (surfaced with only the first lift of pavement) to travel to their respective work areas.

e. Clean, repair and prepare roadways with the first lift of pavement as required prior to placing the second lift of pavement.

f. Contractor must perform Work with multiple crews, multiple mobilizations and de-mobilizations of men and equipment, traffic control, coordination with other contractors and other means, as necessary, to facilitate completion of the Work.

CDCR-SDD 20191122 01 11 00 – 4 MAY 30, 2025

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

WORK RESTRICTIONS

CDCR-SDD 20211019 01 14 00 – 1 MAY 30, 2025

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes:

1. Contractor’s Use of Project Site.

2. Coordination with Facility Activities.

3. Protection of Personnel.

4. Work Site Decorum.

B. Related Sections:

1. Division 00, including General Conditions and Supplementary Conditions.

2. Section 01 11 00 – Summary of Work.

3. Section 01 35 53 – Security Procedures.

4. Section 01 74 19 – Construction Waste Management and Disposal.

1.2 CONTRACTOR'S USE OF PROJECT SITE

A. The requirements of Section 01 35 53 – Security Procedures must be adhered to at all times.

B. Use of the Project site for the Work and storage is restricted to the areas designated on the Drawings and additional areas with prior written approval from the CDCR Representative.

1.3 COORDINATION WITH FACILITY ACTIVITIES

A. Extreme care to limit noise and odor must be taken at all times. Work that causes excessive noise or odors must be performed off-hours or when the adjacent area(s) is/are not occupied.

Coordinate work with the CDCR Representative to not exceed a level of noise and odor that is acceptable to the CDCR Representative and the institution.

B. Coordinate work with the CDCR Representative to not interfere with the security and program operations as required by the institution.

1.4 PROTECTION OF PERSONNEL

A. CDCR personnel, vendors, and inmates will be occupying parts of buildings and site facilities during the construction period. Take proper precautions to ensure the safety of all persons during the construction period.

1.5 WORK SITE DECORUM

A. Control the conduct of Contractor’s and subcontractor’s employees so as to prevent unwanted and unauthorized interaction initiated by Contractor's and subcontractor’s employees with CDCR staff, inmates, or other individuals adjacent to the Project site. Without limitation, unwanted interaction by Contractor's and subcontractor’s employees, including whistling at CDCR staff, vendors, or inmates, initiating conversations, and use of profanity is prohibited.

WORK RESTRICTIONS

CDCR-SDD 20211019 01 14 00 – 2 MAY 30, 2025

Contractor must, either upon request of CDCR Representative or on its own initiative, promptly replace offending employee with another of equivalent technical skill, at no additional cost to the CDCR.

PART 2 PRODUCTS (Not Used)

SUBSTITUTION PROCEDURES

CDCR-SDD 20150422 01 25 00 – 1 MAY 30, 2025

SECTION 01 25 00

SUBSTITUTION PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes:

1. Definitions.

2. Substitution Submittal Procedures.

3. Substitution Construction Procedures.

4. Notice of Request for Substitution.

B. Related Sections:

1. General Conditions

2. Section 01 11 00 – Summary of Work.

3. Section 01 33 00 – Submittal Procedures.

4. Section 01 33 23 – Shop Drawing, Product Data, Samples.

5. Section 01 65 00 – Product Delivery Requirements.

C. SUBSTITUTION SUBMITTALS: Submit in writing, in accordance with requirements set forth in Section 00 72 06 – General Conditions, Scope of Work, on form provided as 01 25 00 - Attachment A, Notice of Request for Substitution. Notice of Request for Substitution must include complete data substantiating compliance of proposed substitution with Contract.

D. Notice requesting substitution, along with supporting documentation, must be submitted no later than specified in Section 00 72 06 – General Conditions, Scope of Work.

E. Substitution requires written concurrence by CDCR Representative prior to use in the Project.

F. A Substitution request constitutes a representation that the Contractor:

1. Has investigated proposed substitution and determined that it meets or exceeds the quality level required to achieve operating efficiency and effectiveness of the specified material, product, thing, or service, and is otherwise equal or superior in all respects, including aesthetics, to that specified or otherwise indicated in Contract Documents.

2. Will provide the same warranty for the substitution as for the specified material, product, thing, or service.

3. Will coordinate installation and make changes to other Work which may be required for the Work to be compatible with substrates and adjacent materials, and complete in all respects with no additional cost to the State.

4. Waives claims for additional costs or time extension which may subsequently become apparent.

G. Substitution requests must include a statement indicating the substitution's effect on the Construction Schedule. Indicate the effect of the proposed substitution on overall Contract Time and, as applicable, on completion of portions of the Work for use by CDCR or for work under separate contracts by CDCR.

H. Substitution Submittal Procedure:

1. Limit each request to one proposed substitution.

SUBSTITUTION PROCEDURES

CDCR-SDD 20150422 01 25 00 – 2 MAY 30, 2025

2. Submit shop drawings, product data, and certified test results attesting to the proposed equivalence.

3. CDCR Representative will notify Contractor, in writing, of decision to approve or reject request.

I. If Notice of Request for Substitution is approved, submit required submittals under provisions of Sections 01 33 00 – Submittal Procedures and 01 33 23 – Shop Drawings, Product Data, and Samples.

J. If Notice of Request for Substitution is rejected or not approved, use item specified or otherwise indicated in Contract Documents. Submit required submittals under provisions of Sections 01 33 00 – Submittal Procedures and 01 33 23 – Shop Drawings, Product Data, and Samples.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.1 INSTALLATION PROCEDURES

A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitution at no additional cost to the State.

CDCR-SDD 20150422 01 25 00 Attachment A – Page 1 MAY 30, 2025

SECTION 01 25 00 – ATTACHMENT A

NOTICE OF REQUEST FOR SUBSTITUTION

Substitution Request No.:

In accordance with the Conditions of the Contract and the provisions of Section 01 25 00, we hereby submit for consideration, this Notice of Request for Substitution for the following material, product, thing, or service:

Section Paragraph Specified Item

Proposed Substitution:

The following supporting information is attached:

[ ] Product Data including model numbers and descriptions.

[ ] Certified test results attesting to equivalence.

[ ] Product/material samples.

[ ] Other:

Reason for proposed substitution:

[ ] Specified or indicated item is unavailable.

[ ] Significant cost reduction. Actual dollar savings to the State if substitution is accepted: $

[ ] Significant quality difference without cost change.

[ ] Other:

Submitted and Certified By:

CONTRACTOR:

Signature Date

Name (Print) Title

Firm Name

Address Phone

City, State, Zip FAX

Received:

Date CDCR Representative

[ ] Recommended:

[ ] Rejected: Date Architect of Record

[ ] Approved:

[ ] Rejected: Date CDCR Project Director

END OF SECTION 01 25 00 – ATTACHMENT A

SUBMITTAL PROCEDURES

CDCR-SDD 20210114 01 33 00 – 1 MAY 30, 2025

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes:

1. Submittal Log.

2. Submittal Procedures.

3. Submittal Contents.

4. Submittal Quantities and Format.

5. Manufacturer’s Instructions.

B. Related Sections and Documents:

1. Section 01 33 23 – Shop Drawings, Product Data, and Samples.

2. Section 01 33 50 – Certificate of Product Compliance.

3. Section 01 41 00 – Regulatory Requirements.

1.2 SUBMITTAL LOG

A. Within 10 days after Notice to Proceed, Contractor must furnish to CDCR Representative, an electronic version and four printed copies of the Submittal Log. The CDCR Representative will review and approve the Submittal Log or return it with comments for correction or revision.

B. Submittal Log must include all submittals required by the Contract Documents and include the following information for each of the Contractor’s submittal packages:

1. Specification Section number and title.

2. Submittal Title / description of the Work covered.

3. Name of responsible entity (Contractor, CDCR, Subcontractor, etc.).

4. Submittal category (action or informational).

5. Provide written signatures of subcontractors indicating their review and approval of

Submittal Log dates and information for their submittals.

6. Identify deferred submittals which must be reviewed by State departments other than

CDCR and/or local regulatory agencies.

7. Identify critical and near critical submittals

8. If Submittal is included in Contract Schedule per Section 01 32 00 – Scheduling, the following additional information must also be included in Submittal Log:

a. Corresponding Contract Schedule Activity ID/number.

b. Contractor’s scheduled date for submission of initial submittal package to CDCR

Representative.

c. Contractor’s scheduled dates required for review, re-submittals, and review of re-submittals (when applicable).

d. Identify procurement time in days, to procure items.

e. Corresponding Contract Schedule activity(s) dependent on the submittal approval.

C. The approved Submittal Log must be updated on a weekly basis by the Contractor to reflect the current status of the submittals.

CDCR-SDD 20210114 01 33 00 – 2 MAY 30, 2025

1. Contractor must provide a minimum of four copies of the updated Submittal Log to the CDCR Representative at Weekly Contractor meetings.

2. Contractor and CDCR Representative must jointly revise submittal log information to reflect actual submittals and correct dates which are not accurate.

1.3 SUBMITTAL PROCEDURES

A. Provide submittals as required in the individual Section.

B. Electronic submittals may be utilized by Contractor subject to the approval of the CDCR Representative. Contractor must assume responsibility for:

1. Confirming Electronic format compatibility with all required reviewers.

2. Providing all software; security; access and instructions/training/support required for use of any proprietary applications.

3. Compliance with all other applicable requirements of this Section.

C. Submittals not required will not be reviewed.

D. Submittals must be in the English language and numerical data must be in the system of units used as shown and specified.

E. Neither the review nor lack of review of any submittal will waive any of the requirements of the Contract or relieve the Contractor of any obligations hereunder.

F. Make submittals promptly in accordance with the approved submittal log, and in such sequence as to cause no delay in the Work or in the work of any other contractor.

G. Number submittals sequentially, using alphabetic suffixes on resubmittals.

H. Each submittal must contain data representing only one specification Section.

I. CDCR Representative will review and return submittals within 20 days after receipt thereof, or within 20 days after receipt of all information necessary for such review, whichever is later.

1. Review status will be marked “No Exception Taken”, “Make Corrections Noted”, “Revise and Resubmit”, “Rejected”, or “Not Reviewed”.

2. Revise and resubmit within 15 days of return submittals marked “Revise and Resubmit” or “Rejected”.

J. Except as otherwise specified for substitutions in the General Conditions of the Contract for Construction, and for certain other items in this Section 01 33 00, make submissions no later than the number of days outlined below after the Start Date of the Work.

1. Items needed in initial stages of Work or requiring long lead-time for ordering: 20 calendar days.

2. Deferred Approval submittals, for review and approval by agencies such as OSFM: 30 calendar days.

3. All other items: 60 calendar days.

K. Regulatory Agency Submittals: Contractor must allow additional time for required regulatory agency submittal reviews and processing as follows:

1. Office of the State Fire Marshal review time for deferred submittals as follows:

a. Allow 14 weeks for OSFM initial review.

CDCR-SDD 20210114 01 33 00 – 3 MAY 30, 2025

b. Allow 2 weeks for Contractor incorporation of SFM comments.

c. Allow 1 week for CDCR FLS Peer Review backcheck.

d. Allow 4 weeks for OSFM back-check and approval.

e. Submittals that do not pass review will be sent back to Contractor for additional incorporation of OSFM comments. Any delays to Contract Milestones caused by such resubmittals are the fault of the Contractor.

2. County/Regional Air Quality Management District: Allow 6 months for review of Authority to Construct.

L. Distribute copies of the reviewed submittals to concerned parties. Instruct parties to promptly report inability to comply with provisions. Notify CDCR Representative of every such report.

M. Do not begin Work covered by a submittal designated “Revise and Resubmit” or “Rejected”.

Contractor may begin Work covered by submittals marked “No Exceptions Taken” or “Make Corrections Noted” in accordance with review notes and comments or as otherwise approved by a regulatory agency.

1.4 SUBMITTAL CONTENTS

A. Submittals Must Contain:

1. Date of submission and dates of any previous submissions.

2. Project title and number.

3. Contract Identification.

4. Names of Contractor, supplier, and manufacturer.

5. Identification of the product, with the Specification Section number and the applicable detail number(s) on the approved Project Drawings.

6. Dimensions and values in units to match those indicated.

7. Field dimensions, clearly identified as such.

8. Relation to adjacent or critical features of the work or materials.

9. Applicable standards, such as ASTM or Federal Specification numbers.

10. Identification of revisions on resubmittals.

11. An 8- x 3-inch space for review stamps in the lower right-hand corner of each page.

12. Contractor’s stamp, initialed or signed, certifying to review of submittal, verification of products, field measurements and field construction criteria, and coordination of the information within the submittal with requirements of the Work and of the Contract.

1.5 SUBMITTAL QUANTITIES AND FORMAT

A. Quantities:

1. General: Submit six (6) copies. Two(2) copies will be returned to Contractor.

2. Samples:

a. Submit the number of samples indicated in the specific technical Section.

b. Where no number is specified, submit four (4) samples.

c. Two (2) samples will be returned to Contractor.

3. Operation and Maintenance Manuals: See Section 01 78 23 – Operation and Maintenance Data.

4. The number of submittals may be adjusted for specific submittals as approved by the CDCR Representative.

CDCR-SDD 20210114 01 33 00 – 4 MAY 30, 2025

B. Where Electronic submittal format is utilized, a PDF format file copy and two paper copies of the final approved submittal must be provided.

C. Submittals must be organized in identical order in all copies.

1.6 MANUFACTURER’S INSTRUCTIONS

A. Where any item of Work is required by the Contract to be delivered, stored, assembled, installed, started-up, adjusted, or finished in accordance with the Manufacturer’s instructions, submit manufacturer’s printed instructions.

B. Identify conflicts between manufacturer’s instructions and the Contract. Report conflicts to CDCR Representative.

PART 2 PRODUCTS (Not Used)

SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES

CDCR-SDD 20141020 01 33 23 – 1 MAY 30, 2025

SECTION 01 33 23

SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes

1. Definitions.

2. Shop Drawings.

3. Product Data.

4. Samples.

B. Related Sections

1. Section 01 33 00 – Submittal Procedures.

2. Section 01 33 50 – Certificate of Product Compliance.

1.2 DEFINITIONS

A. Manufactured: Standard units, usually mass-produced.

B. Fabricated: Specifically assembled or made out of selected materials to meet design requirements.

C. Shop Drawings: Documents establishing the actual detail of manufactured or fabricated items, indicating relation to adjoining work, identifying what work is performed at the project site, and amplifying design details of mechanical and electrical equipment in proper relation to physical spaces in the structure.

D. Product Data: Manufacturer’s standard drawings, descriptive literature, catalogs, brochures, performance and test data, wiring and control diagrams, installation/application instructions, other drawings and descriptive data pertaining to specified products.

1.3 SHOP DRAWINGS

A. Submit under provisions of Section 01 33 00.

B. Reproductions of Contract Drawings, Specifications, or portions thereof must not be used for shop drawing submittals.

C. Present information in clear and thorough manner.

D. Identify details by reference to Drawing and detail, schedule, or room numbers shown and specified.

1.4 PRODUCT DATA

A. Submit under provisions of Section 01 33 00.

SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES

CDCR-SDD 20141020 01 33 23 – 2 MAY 30, 2025

B. Clearly mark each copy to identify pertinent products and models.

1. Modify to delete inapplicable information.

2. Supplement standard information as required.

C. Indicate performance characteristics and capacities.

D. Show dimensions and clearances required.

E. Show wiring, piping diagrams, and controls.

1.5 SAMPLES

A. Submit under provisions of Section 01 33 00.

B. Submit samples of sufficient size to illustrate functional and aesthetic characteristics of the product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work.

C. Submit samples of finishes from the full range of manufacturer’s standard colors, custom colors when specified, textures and patterns for selection.

D. Include identification on each sample with full project information.

E. Reviewed samples which may be used in the Work are indicated in individual Sections.

1. Only samples marked “No Exception Taken” may be incorporated into the Work.

2. Samples that were intended to be incorporated into the Work will be returned, together with a written notice designating the sample with the appropriate review status and indicating errors discovered on review.

3. Other samples will not be returned, but the same notice will be given, and such notice must be considered a return of the sample.

PART 2 PRODUCTS – NOT USED

PART 3 EXECUTION – NOT USED

CERTIFICATE OF PRODUCT COMPLIANCE

CDCR-SDD 20150420 01 33 50 – 1 MAY 30, 2025

SECTION 01 33 50

CERTIFICATES OF PRODUCT COMPLIANCE

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes:

1. Submittal requirements for Certificates of Product Compliance.

B. Related Sections and Documents:

1. Section 01 33 00 – Submittal Procedures.

2. Section 01 33 23 – Shop Drawings, Product Data, and Samples.

C. DEFINITIONS

D. Certificate of Product Compliance: The form included at the end of this Section as 01 33 50 – Attachment A.

E. Product: For the purposes of the Certificate of Product Compliance, products may include products, materials, things, or services.

1.2 SUBMITTAL REQUIREMENTS

A. Submit under provisions of Section 01 33 00 – Submittal Procedures.

B. Submit Certificates of Product Compliance when, and only when, required by individual Specification Section.

C. Present information in clear and thorough manner.

D. Identify materials, products, things, or services by reference to applicable Specification Section Number and Paragraph.

E. Providing this certification does not relieve the Contractor of his contractual responsibility to provide the specified material, product, thing, or service.

F. If products that have been previously certified per this section arrive on site and the CDCR Representative questions whether they meet Contract requirements, the Contractor will be required to submit product data, shop drawings, or other submittal materials as deemed necessary by the CDCR Representative to determine if the product does meet Contract requirements. If the CDCR Representative determines that the product does not meet Contract requirements, the Contractor must promptly remove the rejected product from the site and provide a full submittal for a replacement product as required by the applicable Specification Section and Section 01 33 00 – Submittal Procedures. A Certificate of Product Compliance will not be accepted for the replacement product. Delays in the Work caused by the CDCR rejecting products deemed not meeting Contract requirements are the responsibility of the Contractor and do not relieve the Contractor of meeting the approved construction schedule.

CERTIFICATE OF PRODUCT COMPLIANCE

CDCR-SDD 20150420 01 33 50 – 2 MAY 30, 2025

G. Submit three Certificates for each item. Each Certificate must bear an original signature of an authorized representative of the Contractor. All Certificates will be retained; none will be returned.

PART 2 PRODUCTS (Not Used)

CDCR-SDD 20150420 01 33 50 Attachment A – Page 1 MAY 30, 2025

SECTION 01 33 50 – ATTACHMENT A

CERTIFICATE OF PRODUCT COMPLIANCE

Submittal Number:

We hereby submit certification for the following specified material, product, thing, or service:

Section Paragraph Specified Item

We certify that the above identified material, product, thing, or service will be furnished as specified and that all model numbers, references and descriptions are accurate and current. We have read and understand the requirements of the Contract for submittals, substitutions and consequences to the Work.

We understand that, by submitting this Certificate, neither the Department nor the CDCR Representative has declined review rights. This certification does not waive our responsibility to provide the material, product, thing or service in compliance with the Contract.

Submitted and Certified By:

CONTRACTOR:

Signature Date

Name (Print) Title

Firm Name

Address Phone

City, State, Zip FAX

Received:

CDCR Representative Date

END OF SECTION 01 33 50 – ATTACHMENT A

ENVIRONMENTAL PROCEDURES

CDCR-SDD 20210806 01 35 43 – 1 MAY 30, 2025

SECTION 01 35 43

ENVIRONMENTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes:

1. Potential Pollutants.

2. Storm Water Pollution Prevention.

3. Concrete waste management.

4. Vehicle and equipment fueling and maintenance.

5. Spill prevention and control.

6. Temporary containment removal.

7. Non-storm water management.

8. Environmental mitigation.

B. Related Sections:

1. Refer to requirements of Division 00.

2. Section 01 50 00 – Temporary Facilities and Controls.

3. Section 01 74 19 – Construction Waste Management and Disposal.

4. Other Sections: Equipment and materials that may contain potential site pollutants.

1.2 REFERENCES

A. State Water Resources Control Board (SWRCB) – Construction General Permit Order 2009-

0009-DWQ.

B. State Water Resources Control Board (SWRCB) – National Pollutant Discharge Elimination System General Permit for Waste Discharge Requirements for Storm Water Discharges from Small Municipal Separate Storm Sewer Systems (MS4s) Order 2013-0001-DWQ.

1.3 POTENTIAL POLLUTANTS

A. Identify potential pollutants that are used in the Work.

B. Certain potential pollutants are identified in Attachment A, immediately following this Section.

1.4 SUBMITTALS

A. Submit under provisions of Section 01 33 00 – Submittal Procedures.

B. Implementation Drawings: Indicate the areas of the construction site for storage of potential pollutants and list of potential pollutants used.

C. Storm Water Pollution Prevention Data: Provide list of Best Management Practices (BMPs) that will be implemented to mitigate any potential illicit discharges to the storm drain during construction activities.

CDCR-SDD 20210806 01 35 43 – 2 MAY 30, 2025

D. Hazardous Material Clean Up and Solid Waste Management Data: List the employees trained in emergency spill cleanup procedures and indicate the training procedures for employees and subcontractors in spill prevention and cleanup and solid waste management.

E. Concrete Waste Management Data: Indicate concrete washout areas and the procedures to train employees and subcontractors in proper concrete waste management.

F. Vehicle and Equipment Fueling and Maintenance Data: Indicate fueling and maintenance areas and the procedures to train employees and subcontractors in proper fueling, spill prevention and clean up procedures, and maintenance.

G. Dust Control Plan: Indicate measures to mitigate dust.

1.5 PRE-CONSTRUCTION CONFERENCE

A. In accordance with Section 01 31 19 – Project Meetings.

B. Review delivery routes, storage areas, spill prevention and clean up procedures, and training procedures.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Keep an accurate, current inventory of materials containing potential pollutants, delivered, and stored on-site.

B. Use personnel trained in spill prevention and emergency spill cleanup procedures to unload and store materials containing potential pollutants.

C. Store construction raw materials containing potential pollutants off the ground in designated areas in secondary containment structures or surrounded by earth berms away from storm drain inlets, waterways, and drainage paths. Store chemicals in their original labelled containers.

Cover the materials with plastic tarps when not in use.

1. Store hazardous waste and materials in sealed containers; protect from vandalism. Place in areas that will be paved and surround the areas with earth berms.

2. Store reactive, ignitable, or flammable liquids in accordance with fire codes.

3. Store materials in a covered area during wet weather.

4. Small amounts of material may be secondarily contained in “bus boy” trays or concrete mixing trays.

D. Remove and dispose of residual materials and contaminated soil after construction is complete.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.1 STORM WATER POLLUTION PREVENTION

A. Projects with an impacted project area less than one acre and not part of a larger common plan of development, may be exempt from the NOI, application fee, and SMARTS system.

CDCR-SDD 20210806 01 35 43 – 3 MAY 30, 2025

B. Projects that create and/or replace (including projects with no net increase in impervious footprint) between 2,500 square feet and 5,000 square feet of impervious surface, must include site design measures as defined in MS4 Order 2013-0001-DWQ.

C. Projects that create and/or replace 5,000 square feet or more of impervious surface (Regulated Projects) must include site design measures, source control, runoff reduction, storm water treatment and baseline hydromodification management as defined in MS4 Order 2013-0001-

DWQ.

D. Regardless of the size of the Project, the Contractor must prepare and implement Best Management Practices (BMPs) to mitigate any potential illicit discharges to the storm drain during their construction activities.

3.2 CONCRETE WASTE MANAGEMENT

A. Wash out concrete trucks only outside the Secure Perimeter and only in areas approved by the CDCR Representative. Locate washout area at least 50 feet from storm drains, open ditches, streams, streets, and water bodies, or provide containment procedures to CDCR Representative for acceptance. Prevent runoff from washout area.

B. Wash out wastes and allow to harden. Break the hardened concrete into pieces and dispose off-site.

C. Do not wash recently placed concrete unless runoff will be drained to a bermed or level area, away from water ways and storm drain inlets.

D. Do not dump excess concrete on-site, except in designated areas approved by the CDCR Representative.

3.3 VEHICLE AND EQUIPMENT FUELING AND MAINTENANCE

A. Fuel vehicles and equipment at approved areas. Do not “top-off” fuel tanks.

B. If fuel storage tanks are used on-site, provide stationary above ground storage tanks and dispense fuel in accordance with all federal, state, and local requirements.

C. Use personnel trained in emergency spill cleanup procedures to dispense fuel.

D. Regularly inspect on-site vehicles and equipment for leaks, and repair immediately. Do not allow leaking vehicles or equipment on-site.

E. Clean oil and grease build-up from vehicles and equipment only within approved areas.

F. Segregate and recycle wastes, such as greases, used oil, oil filters, anti-freeze, cleaning solutions, automotive batteries, hydraulic, and transmission fluids.

3.4 SPILL PREVENTION AND CONTROL

A. Use secondary containment devices such as drain pans or drop cloths at all areas when fueling, removing, or changing fluids.

B. Place a stockpile of spill cleanup materials where it will be readily accessible.

CDCR-SDD 20210806 01 35 43 – 4 MAY 30, 2025

C. Use personnel trained in emergency spill clean-up procedures.

D. Clean up leaks and spills immediately, in accordance with waste management regulations.

E. Clean up spills on paved surfaces with minimal water usage.

1. Clean small spills with cloths and larger spills with absorbent material.

2. After use, immediately send hazardous cleanup cloth materials to a certified laundry, or immediately remove and dispose as hazardous waste, in accordance with waste management regulations.

F. Do not hose down or bury dry material spills.

3.5 TEMPORARY CONTAINMENT REMOVAL

A. Remove all temporary containment structures, devices, and equipment when directed by CDCR Representative. Clean and repair damage caused by installation and use of temporary work.

3.6 NON-STORM WATER MANAGEMENT

A. Minimize the use of water sprayed for dust control and irrigation, to avoid causing runoff and erosion.

B. Remove sediment from dewatering operations using sediment basins. Filter sediment from sediment basins with a sump pit and perforated standpipe, wrapped in filter fabric, or a floating suction hose.

C. Discharge water, used for flushing and disinfection, into on-site detention basins or temporary earthen basins.

3.7 AIR QUALITY

A. The Contractor must develop and implement a Dust Control Plan for work of this project, and file for any required Air Quality Management District permits.

B. Construction activities must not commence until the Dust Control Plan has been submitted and accepted by the CDCR Representative and the Contractor is prepared to implement the measures in the Dust Control Plan.

C. The Contractor must monitor and record dust control measures during construction activities that cause dust and submit daily records to the CDCR Representative.

CDCR-SDD 20210806 01 35 43 Attachment A – Page 1 MAY 30, 2025

SECTION 01 35 43 – ATTACHMENT A – PARTIAL LIST OF POTENTIAL POLLUTANTS

1. Contractor must identify the pollutants present during construction and take the necessary measures to restrict their entry into the natural drainage system, based on the National Pollutant Discharge Elimination System (NPDES) applicable laws, codes, and regulations.

2. Potential pollutants that may be used at the site and that have the potential to enter the storm water drainage system are included in the list below. This is not intended to be a complete list of categories, products, and pollutants.

3. CONSTRUCTION SITE POTENTIAL POLLUTANTS

CATEGORY PRODUCT, ACTIVITY POLLUTANTS

Adhesives Adhesives, Glues Resins, Epoxy Synthetics Calks, Sealers, Putty, Sealing Agents Coal Tars (Naphtha, Pitch)

Phenolics, Formaldehydes Phenolics, Formaldehydes Asbestos, Phenolics, Formaldehydes Benzene, Phenols, Naphthalene

Cleaners Polishes, (Metal, Ceramic, Tile) Etching Agents Cleaners, Ammonia, Lye, Caustic Sodas Bleaching Agents Chromate Salts

Metals Metals Acidity/Alkalinity Acidity/Alkalinity Chromium

Plumbing Solder (Lead, Tin), Flux (Zinc Chloride) Pipe Fitting (Cut Shavings) Galvanized Metals

Lead, Copper, Zinc, Tin Copper Zinc

Electrical Wiring

Copper, Lead

Painting Paint Thinner, Acetone, MEK, Stripper Paints, Lacquers, Varnish, Enamels Turpentine, Gum Spirit, Solvents Sanding, Stripping Paints (Pigments), Dyes

VOC's Metals, Phenolics, Mineral Spirits VOC's Metals Metals

Woods Sawdust Particle Board Dusts Treated Woods

BOD

Formaldehyde Copper, Creosote

Floors & Walls

Flashing Drywall Tile Cutting (Ceramic Dusts)

Copper, Aluminum Dusts Minerals

Remodeling & Demolition

Insulation Venting Systems

Asbestos Aluminum, Zinc

CDCR-SDD 20210806 01 35 43 Attachment A – Page 2 MAY 30, 2025

CATEGORY PRODUCT, ACTIVITY POLLUTANTS

Air Conditioning & Heating

Insulation Coolant Reservoirs

Asbestos Freon

Yard O&M Vehicle and Machinery Maintenance Gasoline, Oils, Additives Marking Paints (Sprays) Grading, Earth Moving Portable Toilets Fire Hazard Control (Herbicides) Wash Waters

Oils and grease, Coolants Benzene & Derivatives, Oils & Grease Vinyl Chloride, Metals Erosion (Sediments) BOD, Disinfectants (Spills) Sodium Arsenite, Dinitro Rodenticides, Insecticides, Herbicides, Concrete, Oils, Greases

Landscaping Earthmoving

Planting, Plant Maintenance Excavation, Tilling Solid Wastes (Trees, Shrubs) Exposing Natural Lime or Other Mineral Deposits Soils Additives Revegetation of Graded Areas

Pesticides, Herbicides, Nutrients Erosion (Sediments)

BOD

Acidity/Alkalinity, Metals Aluminum Sulfate, Sulfur Fertilizers

Materials Storage

Waste Storage (Used Oils, Solvents, Etc.)

Hazardous Waste Containment Raw Material Piles

Spills, Leaks Spills, Leaks Dusts, Sediments

Note: VOC = Volatile Organic Compounds.

BOD = Biochemical Oxygen Demand due to the use of oxygen by decomposing materials.

END OF SECTION 01 35 43 – ATTACHMENT A

SECURITY PROCEDURES

CDCR-SDD 20250115 01 35 53 – 1 MAY 30, 2025

SECTION 01 35 53

SECURITY PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes:

Definitions.

Application.

Work Hours.

Personnel.

Personnel Identification.

Access to Project Work Site.

Field Conditions.

Security.

Materials and Equipment.

Clothing.

Hostages.

Removal of Debris.

Working Inmates.

Work on the Secure Perimeter.

B. Related Sections:

Refer to requirements of Division 00.

Section 01 11 00 – Summary of Work.

Section 01 14 00 – Work Restrictions.

1.2 DEFINITIONS

A. CDCR Security: For all Construction Projects managed by Facility Planning, Construction and Management (FPCM) Division, refers to the Design Standards Section (DSS).

B. Construction Personnel: Any individual person, employed directly or indirectly by the Contractor to perform work or provide services in connection with the Work of this Contract.

C. Construction Support Facilities Area: An area outside of the Secure Perimeter where the construction trailers for the Contractor, Inspectors, and CDCR personnel are located.

D. Construction Vehicle: A pickup truck, service truck or other commercial vehicle, licensed to operate on public roadways, which is owned by the Contractor or commissioned by the contractor, and has exterior markings identifying it with the Contractor or one of his subcontractors.

E. Contractor’s Laydown Area: An area designated and approved by the CDCR Representative for specific use by Contractor and other personnel assigned to the Project. The area must be enclosed by temporary fencing as approved by the CDCR Representative and in conformance with Section 01 50 00 – Temporary Facilities and Controls.

CDCR-SDD 20250115 01 35 53 – 2 MAY 30, 2025

F. Inmate Accessible Areas: All areas within the prison or institution property are considered Inmate Accessible Areas unless the area is specifically excluded below, or the requirements modified within specific specification sections and the Drawings. The following areas are not considered Inmate Accessible Areas:

General Exclusions:

a. “No Man’s Land”, except all exposed fasteners must be Security Metal Fastenings.

b. Interior of Electrical, Mechanical, and Communications rooms or vaults.

c. Control Rooms, except Security Metal Fastening must be used on control consoles.

d. Areas above gypsum board or concrete ceilings, behind access panels, and within plumbing chases.

e. Roofs and equipment thereon. Exception: Roof hatches and access doors to building interior.

f. Areas more than 4 feet from the inside edge of fences enclosing equipment.

g. Areas beyond 10 feet of finish floor or ground level. Exception: Rooms where inmates are left unattended, such as Holding Cells, Housing Unit Cells, Secure Health Care Facility Cells, or Lockable Dorms, are considered Inmate Accessible Areas, regardless of distance from finish floor or ground level.

Building Specific Exclusions:

a. For the purpose of this section, Industry and Career Tech buildings, including

Warehouse, Fire Station, and Vehicle/Building Maintenance, are not considered Inmate Accessible Areas, except that Security Metal Fastenings must be used on all exterior panels within 10 feet of grade level and on hardware.

b. The Property Storage areas in Receiving and Release are not considered Inmate Accessible Areas, except Security Metal Fastening must be used for hardware.

c. The Executive Suite of Central Health is not considered an Inmate Accessible Area, except Security Metal Fastening must be used on hardware.

G. No Man’s Land: Composed of the area beginning at the inner Secure…