Specification_Sections.pdf

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SCALE IN FEET

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(E) 1/4" PER FT.1/4" PER FT.

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(E) 1/4" PER FT.1/4" PER FT.

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(E) 1/4" PER FT.1/4" PER FT.

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(E) " 14" PER FT.

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(E) 1/4" PER FT.1/4" PER FT.

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(E) 1/4" 1/4" PER FT.

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HIP

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HIP

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HIP

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HIP

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WALL

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(E) SCUPPERSCUPPER

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(E) SCUPPERSCUPPER

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(E) SCUPPER

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(E) SCUPPERSCUPPER

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(E) SCUPPERSCUPPER

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(E) SCUPPERSCUPPER

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CR1

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CR1

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PVC

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PVC

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CR1

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(E) 1/4" 1/4" PER FT.

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RS

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(E) SCUPPERSCUPPER

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RIDGE

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RIDGE

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RIDGE

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VALLEY

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VALLEY

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WALL

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RIDGE

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RIDGE

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VALLEY

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RIDGE

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TYP.

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CR3

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(E) SCUPPERSCUPPER

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(E) SCUPPER

AutoCAD SHX Text NEW FULLY ADHERED SINGLE-PLY PVC MEMBRANE OVER COVER BOARD OVER 6" POLYSTYRENE INSULATION OVER VAPOR BARRIER OVER EXISTING SLOPING CONCRETE DECK NEW ROOF SCUPPER AND OVERFLOW NEW CRICKET W/ " PER FT. SLOPE (MIN.) 12" PER FT. SLOPE (MIN.) NEW CRICKET W/ " PER FT. SLOPE (MIN.) 14" PER FT. SLOPE (MIN.) NEW PVC ROOF WALKWAY

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CR3

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SHEET:

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DATE:

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PVC

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WW1

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RS

HDSP Replace Roof, Phase 1, 2, 3, & 4 State of California 20-011 Department of Corrections and Rehabilitation

SUMMARY OF WORK

CDCR-SDD 2015102620191122 01 11 00 - 1 May 29, 2020

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 0.

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

1.2 PROJECT DESCRIPTION

A. The project is located at HIGH DESERT STATE PRISON (HDSP), 475 RICE CANYON

ROAD, SUSANVILLE, CALIFORNIA, 91630.

B. Work Covered by Contract: Roof replacement of various buildings throughout the institution.

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.

1.5 USE OF PREMISES

A. Access to the site is available from the date of Notice to Proceed 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.

SUMMARY OF WORK

CDCR-SDD 2015102620191122 01 11 00 - 2 May 29, 2020

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.

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.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

END OF SECTION

SUBSTITUTION PROCEDURES

CDCR-SDD 20150422 01 25 00 - 1 May 29, 2020

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.

C. SUBSTITUTION SUBMITTALS: Submit in writing, in accordance with requirements set forth in General Conditions, 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 General Conditions.

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.

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

SUBSTITUTION PROCEDURES

CDCR-SDD 20150422 01 25 00 - 2 May 29, 2020

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 and 01 33 23.

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 and 01 33 23.

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 3/30/18

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 20180420 01 33 00 - 1 May 29, 2020

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 45 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, 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.

CDCR-SDD 20180420 01 33 00 - 2 May 29, 2020

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

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

1. Office of State Fire Marshal: six (6) weeks.

2. County/Regional Air Quality Management District: six (6) months for review of

Authority to Construct.

K. 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.

CDCR-SDD 20180420 01 33 00 - 3 May 29, 2020

L. 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 three (3) Copies. One (1) copy will be returned to Contractor.

2. Samples:

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

b. Where no number is specified, submit two (2) samples.

c. Two (1) samples will be returned to Contractor.

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

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

CDCR-SDD 20180420 01 33 00 - 4 May 29, 2020

SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES

CDCR-SDD 20141020 01 33 23 - 1 May 29, 2020

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.

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.

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.

SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES

CDCR-SDD 20141020 01 33 23 - 2 May 29, 2020

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

CERTIFICATE OF PRODUCT COMPLIANCE

CDCR-SDD 20150420 01 33 50 - 1 May 29, 2020

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 - Submittals.

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.

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 29, 2020

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

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

TAMPERPROOF METAL FASTENINGS

CDCR-SDD 20160405 05 05 55 - 1 May 29, 2020

SECTION 05 05 55

TAMPERPROOF METAL FASTENINGS

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes:

1. Removable and non-removable tamperproof metal fasteners.

2. Thread adhesive.

3. Tools for installation and removal.

B. Related Sections:

1. Additional requirements for the installation of tamperproof metal fasteners may be in individual Sections.

1.2 REFERENCES

A. AWS D1.1 - Structural Welding Code - Steel.

1.3 SUBMITTALS

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

B. Product Data:

1. Product data for each of products and materials indicated.

2. Indicate finish, head design, strength, and corrosion resistance.

3. Manufacturer’s technical bulletins and installation/application instructions.

C. Samples: Submit three samples of each type of tamperproof fastener proposed for use.

D. Qualification Data: For manufacturer.

1.4 DEFINITIONS

A. Inmate Accessible Areas: All areas within the prison or institution property are considered Inmate Accessible Areas unless the area is specifically excluded or the requirements modified herein. The following areas are not considered Inmate Accessible Areas:

1. General Exclusions:

a. “No Man’s Land.”

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

c. Control Rooms, except control consoles which are considered exposed.

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

CDCR-SDD 20160405 05 05 55 - 2 May 29, 2020

Health Care Facility Cells, or Lockable Dorms, are considered Inmate Accessible Areas, regardless of distance from finish floor or ground level.

2. Building Specific Exclusions:

a. For the purpose of this section, Industry and Career Tech buildings are not considered Inmate Accessible Areas except that tamperproof fasteners 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 for hardware.

c. The Executive Suite of Central Health is not considered an Inmate Accessible Area, except for hardware.

d. On a case-by-case basis, Inmate Accessible Areas in Zone 1B, 2, 3A, and 3B may have a level of security construction less than is required for Zone 1A and as appropriate for the prison. All such exceptions must be approved by CDCR Security.

B. Areas Outside the Secure Perimeter:

1. The following buildings, areas, and/or components outside the secure perimeter have specific security requirements to prevent access. These include:

a. Telecommunications Building envelopes (PBX and Remote Peripheral Exchange).

b. Warehouse: Hot Storage.

c. Central Administration: Personnel Records, Inmate Case Records and Accounting.

d. MSF Canteen: Secure.

e. MSF Housing: Tamperproof fasteners within 10 feet of finish floor.

f. All hardware fasteners (doors, windows, etc.).

g. Radio Room envelope.

h. Armory envelope.

i. Lockshop envelope.

j. Mailroom.

k. Other buildings as identified on a site-by-site basis.

2. Exterior tamperproof fasteners must be used on the following metal buildings within 10 feet of grade level:

a. Warehouse.

b. Fire Station.

c. Vehicle/Building Maintenance.

d. Other buildings as identified on a site-by-site basis.

C. Tamperproof Metal Fasteners: Corrosion-resistant, hardened, high-strength, plated or stainless steel metal fasteners of size and type best suited for intended application, having head design requiring special removal tool of controlled availability.

D. Security Fasteners: Same as Tamperproof Metal Fasteners.

E. Exposed Fasteners:

1. Fasteners not completely concealed by earthwork, paving, or by the finish of a structure.

2. Fasteners which may be accessed and removed, without the prior removal of other fasteners designated as tamperproof or security.

1.5 QUALIFICATIONS

A. Manufacturer: Company regularly and presently engaged in the manufacture of products of the type specified within minimum five years’ experience.

CDCR-SDD 20160405 05 05 55 - 3 May 29, 2020

1.6 COORDINATION

A. Coordinate the required locations, finishes, delivery schedule, and installation of tamperproof metal fasteners with the Work of the Sections requiring the fasteners.

1.7 DELIVERY, STORAGE, AND HANDLING

A. Deliver, store, and handle packaged materials in the manufacturer’s original, sealed containers, each clearly identified with the manufacturer’s name, and name and type of product.

B. Store materials subject to damage by dirt and moisture in a clean, dry location, off the ground, and suitably protected.

C. Store, protect, and handle installation/removal tools to prevent unauthorized use or duplication.

1.8 EXTRA STOCK MATERIALS

A. Tamperproof Metal Fasteners:

1. Provide 100 of each type and size, sorted, to the CDCR Representative.

2. Clearly identify contents of each package; indicate type, size, name, address, and phone number of California distributor where additional fasteners may be obtained.

PART 2 PRODUCTS

2.1 MATERIALS

A. Corrosion resistant, hardened, high strength, plated or stainless steel.

B. Nonferrous metal where exposed to weather, moisture, or high humidity.

C. Plating: Cadmium, zinc, nickel, phosphate, or chrome to match adjacent materials.

2.2 FASTENERS

A. Non Removable:

1. Twist-off head type, dressed smooth.

2. Allen or similar recessed drive type, drilled to remove drive surfaces, filled with body putty.

B. Removable:

1. Allen head (hexagon) with center pin reject, button head, or flat head as required by application.

2. Torx drive (star) with center pin reject, button head, or flat head as required by application.

3. Spanner Head Screws or one-way removable screws: Not allowed.

4. Removable only by tools produced by fastener manufacturer or other licensed fabricator specifically for individual tamperproof fastener.

5. Limit size and shape variations such that no more than six different tools are required for each type of tamperproof fastener used on project.

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C. Structural:

1. Where tamperproof fastening is required in structural connections, unless otherwise indicated fastening may be accomplished by either:

a. Installing high strength bolts with a torque wrench.

b. Tack welding nuts.

2.3 ACCESSORIES

A. Tools: Provide ten complete sets of each manual drive tool required for installation and removal of removable tamperproof fasteners. Package each set in an individual kit and deliver to the CDCR Representative.

B. Screw-Thread Adhesive Sealant (Threadlocker):

1. Acceptable Manufacturers/Products, as listed below and meeting the criteria and requirements specified herein, will be acceptable:

a. Henkel; Loctite No. 243 Threadlocker - Blue.

b. Devcon; Permatex Medium Strength Threadlocker - BLUE.

c. 3M; Scotch-Weld Threadlocker TL42 - Blue.

d. For manufacturers/products not listed, comply with substitution requirements in

Section 01 25 00.

C. Expansion Shields, One-Way Sex Bolts, Toggle Bolts, Tamp-ins, and Miscellaneous Accessories: Size and type as indicated, best suited to intended application, and as required for complete installation.

PART 3 EXECUTION

3.1 EXAMINATION

A. Verify that field conditions are acceptable and are ready to receive the Work. Notify the CDCR Representative, in writing, of any conditions requiring corrective action.

B. If unsatisfactory conditions exist, do not commence the installation until such conditions have been corrected. Beginning of installation means acceptance of existing conditions.

3.2 PREPARATION

A. Coordinate tamperproof metal fastener material, finish, size, type, and threads with requirements of other Sections.

3.3 INSTALLATION

A. Install tamperproof metal fasteners in accordance with manufacturer’s instructions, using tools designed for fastener installation and removal.

B. Set removable tamperproof metal fasteners with screw thread adhesive sealant in accordance with manufacturer’s instructions.

3.4 SCHEDULE

A. This schedule applies to the Work of all Sections unless specifically exempted in the individual Section.

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B. Provide removable type tamperproof metal fasteners unless otherwise indicated.

1. In accordance with the definitions set forth above, all exposed fasteners in Inmate

Accessible Areas must be the tamperproof metal type specified herein.

2. Provide tamperproof metal fasteners for all consoles, panels, and enclosures located in the following areas:

a. Central Control.

b. Complex Control.

c. Housing Unit Control Rooms.

d. Administrative Segregation Gun Posts.

e. Perimeter Guard Towers.

f. Yard Observation Posts.

g. Dining Room Gun Post.

h. Gym Gun Post.

i. Workchange Building.

j. Door Gate Intercom.

k. Public Address System.

METAL FABRICATIONS

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SECTION 05 50 00

METAL FABRICATIONS

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes:

1. Shop or field fabricated metal items.

B. Related Sections:

1. Section 05 05 55 - Tamperproof Metal Fastenings.

2. Section 09 90 00 - Painting and Coating.

1.2 REFERENCES

A. AISC - Manual of Steel Construction.

B. AISI - Design of Cold-Formed Steel Design Manual.

C. ANSI A14.3 - Ladders-Fixed: Safety Requirements.

D. ANSI B18.22.1 - Plain Washers.

E. ANSI B18.23.1 - Beveled Washers.

F. ASTM A36 - Carbon Structural Steel.

G. ASTM A53 - Pipe, Steel, Black and Hot-Dipped Zinc-Coated Welded and Seamless.

H. ASTM A108 - Steel Bar, Carbon and Alloy, Cold-Finished.

I. ASTM A123 - Zinc (Hot-Dipped Galvanized) Coatings on Iron and Steel Products.

J. ASTM A153 - Zinc Coating (Hot-Dip) on Iron and Steel Hardware.

K. ASTM A167 - Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet, and Strip.

L. ASTM A283 - Low and Intermediate Tensile strength Carbon Steel Plates.

M. ASTM A307 - Carbon Steel Bolts and Studs, 60,000-psi Tensile Strength.

N. ASTM A500 - Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Round and Shapes.

O. ASTM A501 - Hot-Formed Welded and Seamless Carbon Steel Structural Tubing.

P. ASTM A527 - Steel Sheet, Zinc-Coated (Galvanized) by Hot-Dip Process, Lock Forming Quality.

Q. ASTM A563 - Carbon and Alloy Steel Nuts.

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R. ASTM A653 - Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.

S. ASTM A706 - Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement.

T. ASTM A1011 - Steel, Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low- Alloy, High-Strength Low-Alloy with Improved Formability, and Ultra-High Strength.

U. ASTM E2016 - Industrial Woven Wire Cloth.

V. AWS A2.4 - Standard Symbols for Welding, Brazing and Nondestructive Examination.

W. AWS D1.1 - Structural Welding Code - Steel.

X. AWS D1.3 -Structural Welding Code - Sheet Steel.

Y. SSPC PM-SET B/PM-SET C - Society for Protective Coatings: Painting Manuals Volume 1 and 2.

1.3 SUBMITTALS

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

B. Product Data:

1. Product data for products and materials indicated.

2. Manufacturer’s technical bulletins and installation/application instructions.

C. Qualification Data:

1. For Fabricator.

1.4 DESIGN AND SECURITY REQUIREMENTS

A. Sheet metal exposed on building interiors and accessible to inmates (within 10 feet of finish floor) must not be less than 14 gauge.

B. Walking surfaces must be of skid resistant construction when exposed to weather.

C. Fasteners must be concealed, where possible. Where exposed, provide tamperproof fasteners in accordance with Section 05 05 55.

D. Structural steel framing systems within the inner perimeter security ring of the prison must not be exposed in inmate accessible areas.

E. Steel framing members not concealed by masonry, plywood, gypsum wallboard, or other similar covering in inmate accessible areas must be fully enclosed with minimum 14 gauge sheet steel with all joints fully welded and ground smooth. Coverage must extend at least 5 feet beyond the accessible area.

1.5 QUALIFICATIONS

A. Fabricator: Company specializing in performing the Work of this Section with minimum three years’ experience.

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B. Welding Qualifications: Prior to commencing welding, welding procedures, welding operations, and welders must be qualified in accordance with AWS D1.1.

1. Welders who have not performed welding for a period of three or more months must be requalified.

2. Welders whose work fails to pass inspection must be requalified before performing further welding.

3. The costs of certifying qualifications must be paid as part of the Work of this Section.

1.6 COORDINATION

A. Coordinate the design, fabrication, and erection of the Work with the requirements for openings and support of and by the Work of other Sections.

B. Provide templates required for accurately locating anchorages and fasteners required to anchor or attach items to the Work of other Sections. Supply the templates in a timely fashion so as not to delay the Work of other Sections.

C. Where items specified under this Section are built into the Work of other Sections, provide those items to those Sections in a timely fashion to avoid delay of the Work of other Sections.

Coordinate placement to verify accurate locations and correct installation.

1.7 DELIVERY, STORAGE, AND HANDLING

A. Deliver welding electrodes to job site in unbroken containers or packages bearing manufacturer’s name.

B. Ship, store, and handle fabricated items in a manner to prevent rusting and deformation.

Store items off grade and positioned to drain rain water readily.

C. Deliver bolts, nuts, and washers in bags or boxes, properly tagged for identification.

D. Store other metal products in a weather-tight and dry place until ready for use in Work.

PART 2 PRODUCTS

2.1 MATERIALS

A. Steel Sections: ASTM A36.

B. Steel Tubing: ASTM A500, Grade B.

C. Stainless Steel: ASTM A167, Type 302 or 304.

D. Plates: ASTM A36 or A283.

E. Pipe: ASTM A53, Grade B.

F. Woven Wire Mesh: ASTM E2016, Enhanced strength, corrosion-resistant alloys.

1. Approved crimp lock style with maximum 2-inch x 2-inch square openings and used for small management yards and individual exercise yards.

2. Grind exposed welds smooth; firmly anchor as indicated.

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3. Acceptable Manufacturers, as listed below and meeting the criteria and requirements specified herein, will be acceptable:

a. Flynn and Enslow.

b. McNichols.

c. For manufacturers not listed, comply with substitution requirements in Section 01

25 00.

G. Expanded Metal: Galvanized Carbon steel/flattened, 3/4 inch maximum opening x 14 gauge, unless otherwise indicated.

1. Acceptable Manufacturers, as listed below and meeting the criteria and requirements specified herein, will be acceptable:

a. Niles Expanded Metals.

b. McNichols Co.

c. Amico.

d. For manufacturers not listed, comply with substitution requirements in Section 01

25 00.

2.2 FASTENERS

A. Bolts, Nuts, and Washers:

1. Bolts: ASTM A307, Grade A.

2. Nuts: ASTM A563, Grade A.

3. Anchor Bolts: Heavy Hex.

4. Elsewhere: Hex or Heavy Hex.

5. Washers: ANSI B18.22.1 or ANSI B18.23.1.

B. Concrete Wedge Anchors:

1. Wedge-type attachments with pull-out and shear capacities appropriate for supported loads and building materials where used.

2. Post-Installed Anchors: Proprietary type, designed for intended uses, and ICC ESR evaluated.

3. Acceptable Manufacturers, as listed below and meeting the criteria and requirements specified herein, will be acceptable:

a. ITW Ramset/Red Head.

b. Simpson.

c. Hilti Co.

d. For manufacturers not listed, comply with substitution requirements in Section 01

25 00.

C. Embed Anchors: ASTM A36.

D. Shear Stud Connectors: ASTM A108 Grade 1010 through 1020, forged steel, headed, uncoated.

1. Acceptable Manufacturers, as listed below and meeting the criteria and requirements specified herein, will be acceptable:

a. Nelson Stud Welding, Inc.

b. Tru-Weld Division, Tru-Fit Products Corporation.

c. Stud Welding Associates, Inc.

d. For manufacturers not listed, comply with substitution requirements in Section 01

25 00.

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2.3 ACCESSORIES

A. Welding Electrodes: AWS D1.1 or D1.3; type required for materials being welded.

B. Temporary Supports, Staying and Spacing: As required by project conditions.

C. Shims and Leveling Devices: As required by project conditions.

2.4 FINISHES

A. Shop and Touch-Up Primer:

1. Acceptable Manufacturers, as listed below and meeting the criteria and requirements specified herein, will be acceptable:

a. Tnemec Co., Tnemec Primers Series V10.

b. Rust-Oleum Co., Red Rusty Metal Primer.

c. Benjamin Moore & Co.; M07 Universal Metal Primer.

d. For manufacturers not listed, comply with substitution requirements in Section 01

25 00.

B. Touch-Up Primer for Galvanized Surfaces: Zinc-rich type, SSPC SP-20.

2.5 SHOP FABRICATION

A. Preparation:

1. Prior to fabrication, straighten all materials by methods which will not injure material.

Do not straighten any material until methods have been reviewed by the CDCR Representative.

2. Prior to assembling component parts of a connection, thoroughly clean all contact surfaces of loose rust, scale, burrs; remove all local twists and bends.

B. Fit and shop assemble in largest practical sections, for delivery to site.

C. Fabricate items with joints tightly fitted and secured.

D. Continuously seal joined members by continuous welds.

E. Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints butt tight, flush, and hairline. Ease exposed edges to small uniform radius.

F. Supply components required for anchorage of fabrications. Fabricate anchors and related components of same material and finish as fabrication, unless otherwise indicated.

G. Exposed Mechanical Fastenings:

1. Flush countersunk screws or bolts; unobtrusively located; consistent with design of component, except where specifically noted otherwise.

2. Tamperproof metal fasteners: Under provisions of Section 05 05 55 for exposed locations in inmate accessible areas.

H. Shop Connections: Welded wherever possible, unless otherwise indicated.

I. Field Connections:

1. Bolted unless otherwise indicated.

2. Provide bolts and holes for field connections.

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J. Bolted Connections:

1. Bolted connections must have not less than two bolts.

2. Drill, punch, or ream holes 1/16 inch larger than bolt diameter.

3. Ream unfair holes, but only up to next larger bolt size.

K. Assembly Using Standard Threaded Fasteners:

1. Provide beveled washers under bolt heads or nuts riding on surfaces exceeding 5 percent slope with respect to head or nut.

2. Tighten bolts for full bearing under heads and nuts and to snugtight condition.

L. Shop Welding:

1. Perform welding in accordance with AWS D1.1.

2. Provide welds of size indicated.

3. Where weld size is not indicated, use AWS minimum weld size, but not less than

3/16-inch fillet welds.

4. Make all welds exposed to the weather or damp conditions in the finished Work continuous and watertight.

5. Rust protection, provide unless noted otherwise.

M. Close exposed ends of pipe and tube railings with continuously welded steel caps.

2.6 SHOP FINISHING

A. Surface Preparation:

1. Grind weld spatter and sharp edges smooth prior to cleaning.

2. Prior to application of primer, clean surfaces as follows:

a. Steel to be encased in masonry or concrete SSPC SP-2.

b. Steel to remain exposed in the completed Work SSPC SP-7.

B. Shop Primer:

1. Apply shop primer within 8 hours of surface cleaning.

2. Apply minimum 3 mils dry film thickness of primer to steel, unless otherwise specified.

3. Do not apply primer within 2 inches of steel assemblies which are embedded in concrete.

4. Apply two coats of primer to steel assemblies which are concealed in the finish Work.

5. Touch-up shop primer of poor quality or insufficient thickness to a condition acceptable to the CDCR Representative.

C. Galvanized Finish: Minimum 1.25 oz./sq. ft. zinc coating in accordance with ASTM A123.

2.7 QUALITY CONTROL

A. Materials and fabrication procedures are subject to inspection and test in mill, shop, and field.

Such inspections and tests will not relieve the Contractor of responsibility for providing materials and fabrication procedures in compliance with specified requirements. Promptly remove and replace materials or fabricated components that do not comply.

2.8 TESTING AND INSPECTION

A. The CDCR Representative, or his assignee, will provide the required testing and inspection.

2.9 TOLERANCES

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A. Tolerances must be in accordance with AISC Code.

PART 3 EXECUTION

3.1 EXAMINATION

A. Verify that field conditions are acceptable and are ready to receive the Work. Notify the CDCR Representative, in writing, of any conditions requiring corrective action.

B. If unsatisfactory conditions exist, do not commence the installation until such conditions have been corrected. Beginning of installation means acceptance of existing conditions.

3.2 PREPARATION

A. Verify that field measurements are as shown on Drawings and approved shop drawings.

Report discrepancies to the CDCR Representative for clarification or resolution prior to starting fabrication for the area affected.

B. Clean and strip primed steel items to bare metal where site welding is required.

C. Supply items required to be cast into concrete or embedded in masonry with setting templates, to appropriate Sections.

3.3 INSTALLATION

A. Install items plumb and level, accurately fitted, free from distortion or defects.

B. Allow for erection loads, and for sufficient temporary bracing to maintain true alignment until completion of erection and installation of permanent attachments.

C. Field weld components indicated on Drawings and approved shop drawings.

1. Perform field welding in accordance with AWS D1.1.

D. Bolted Connections:

1. Bolted connections must have not less than two bolts.

2. Ream unfair holes, but only up to next larger bolt size.

3. As erection progresses, bolt up the Work to assume dead loads, lateral forces, and erection stresses.

E. Assembly Using Standard Threaded Fasteners:

1. Provide beveled washers under bolt heads or nuts riding on surfaces exceeding 5 percent slope with respect to head or nut.

2. Tighten bolts for full bearing under heads and nuts and to a snug tight condition.

3.4 FINISHES

A. After erection, prime welds, abrasions, and surfaces not shop primed except surfaces to be in contact with concrete and surfaces to receive spray-on fireproofing or insulation.

B. Field paint unpainted field connections, bolts, and similar parts with primer.

3.5 ERECTION TOLERANCES

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A. Maximum Variation From Plumb: 1/4 inch per story, noncumulative.

B. Maximum Offset From True Alignment: 1/4 inch.

3.6 TESTING AND INSPECTION

A. The CDCR Representative, or his assignee, will provide the required testing and inspection.

3.7 CLEANING

A. After erection, thoroughly clean surfaces of foreign a deleterious matter such as dirt, mud, oil, and grease that could impair bonding of concrete, finishes, or fireproofing.

3.8 REPAIR AND ADJUSTMENTS

A. Items must not be cut or altered without prior approval of the CDCR Representative.

B. Repair abraded areas of shop-applied coatings, and areas of weld where the shop-applied coating has been damaged with a primer or galvanizing repair compound, as applicable, that is compatible with the shop coating.

3.9 DEFECTIVE WORK

A. Work not conforming to required lines, details, dimensions, tolerances, finishes, strength, or other specified requirements must be considered defective. Notify the CDCR Representative upon discovery of these conditions.

B. Required repair or replacement of defective the Work will be determined by the CDCR Representative.

C. Do not patch, fill, touch-up, repair, or replace items except upon express direction of the CDCR Representative for each individual area.

D. Defective Work must be repaired or replaced as recommended by the CDCR Representative at no additional expense to the CDCR.

3.10 PROTECTION

A. Protect installed items from damage from subsequent construction operations.

ROOF AND DECK INSULATION

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SECTION 07 22 00

ROOF AND DECK INSULATION

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes:

1. Insulation materials.

B. Related Sections:

1. Section 07 52 00 – Modified Bituminous Membrane Roofing.

2. Section 07 54 19 – Polyvinyl-Chloride Roofing.

1.2 REFERENCES

A. ASTM C1280 – Application of Gypsum Sheathing Board.

B. ASTM C578 – Rigid, Cellular Polystyrene Thermal Insulation.

C. UL – Underwriters Laboratories: Fire Hazard Classifications; Fire Resistance Directory;

Assemblies.

1.3 SYSTEM DESCRIPTION

A. Roof Insulation System: Rigid board system consisting of gypsum sheathing, vapor barrier, and insulation; approved by roofing manufacturer, meeting requirements of CCR Title 24, specified requirements, and Reference Standards.

1.4 SUBMITTALS

A. Submit under provisions of Section 01 33 00 and 01 33 23.

B. Product Data: Provide data on product characteristics, performance criteria, limitations.

C. Manufacturer’s Installation Instructions:

1. Indicate special environmental conditions required for installation.

2. Indicate adhesive recommendations.

3. Indicate fastener recommendations and attachment rate.

4. Indicate installation techniques.

D. Manufacturer’s Certificate:

1. Certify that products meet or exceed specified requirements.

2. Certify that insulation is approved by manufacturer for use with specified roofing membrane materials.

1.5 QUALIFICATIONS

A. Manufacturer: Company specializing in manufacturing the products specified in this section with 5 year’s documented experience.

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B. Applicator: Company specializing in performing the work of this section with 5 years documented experience and approved by manufacturer.

1.6 REGULATORY REQUIREMENTS

A. Conform to CCR Title 24 for roof assembly fire hazard requirements.

B. Underwriters Laboratories, Inc. (UL): Conform to requirements of indicated UL Assembly.

1.7 MOCK-UP

A. Provide mock-up of materials of this Section and roofing materials in accordance with Section 01 45 00.

B. Location and Size of Mock-Up: As directed by the CDCR Representative.

C. Approved mock-up may remain as part of the Work.

1.8 PRE-INSTALLATION CONFERENCE

A. Convene one week prior to commencing work.

B. Review installation procedures and coordination required with related Work.

1.9 DELIVERY, STORAGE, AND HANDLING

A. Deliver, store, protect and handle products to site under provisions of Section 01 65 00.

B. Deliver products in manufacturer’s original containers, dry, undamaged, seals and labels intact.

C. Do not deliver foam-plastic insulation materials to Project site before installation time.

D. Store products in weather protected environment, clear of ground and moisture.

E. Protect against ignition at all times.

F. Do not expose to sunlight, except to extent necessary for period of installation and concealment.

G. Complete installation and concealment of plastic materials as rapidly as possible in each area of construction.

1.10 PROJECT CONDITIONS

A. Do not install adhesives when temperature or weather conditions are detrimental to successful installation, or are not in compliance with manufacturers’ recommendations.

PART 2 PRODUCTS

2.1 INSULATION MATERIALS

A. General: Flame-spread rating must not exceed 25 and smoke density must not exceed 450, in conformance with CBC requirements.

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B. Insulation: ASTM C578 Type IV; Polystyrene, extruded cellular type, conforming to the following:

1. Thermal Resistance: 5.0 per inch of thickness, 75 degrees F., 180-day aged value.

2. Long-Term Thermal Resistance: 5.4 per inch of thickness, 40 degrees F.,…