07-115_-RE-Roof__180_HU__Fac_A___B-_PBSP.pdf

CALIFORNIA DEPARTMENT OF CORRECTIONS

AND REHABILITATION

FACILITY PLANNING, CONSTRUCTION AND MANAGEMENT

DIVISION

DESIGN AND ENVIRONMENTAL SERVICES AND STANDARDS

BRANCH

DESIGN SERVICES

PROJECT SPECIFICATIONS FOR:

RE-ROOF 180 HOUSING UNITS AT

FACILITY A & B

PELICAN BAY STATE PRISON

CRESCENT CITY, CALIFORNIA

FEBRUARY 23, 2016

PBSP – Re-Roof 180 Housing Units Facility A and B State of California 07-115 Department of Corrections and Rehabilitation

00 02 00 - 1

RE-ROOF 180 HOUSING UNITS AT FACILITY A AND B

PELICAN BAY STATE PRISON, CRESCENT CITY

CALIFORNIA DEPARTMENT OF CORRECTIONS AND REHABILITATION

FACILITY DESIGN, CONSTRUCTION AND MANAGEMENT DIVISION

DESIGN AND ENVIRONMENTAL SERVICES AND STANDARDS BRANCH

DESIGN SERVICES

SPECIFICATIONS

FINAL CONSTRUCTION DOCUMENTS

Architect Civil Engineer

California State Fire Marshal Department of Corrections and

Rehabilitation Access Compliance Review

Approval of this specification does not authorize or approve any omission or deviation from applicable regulations.

Final approval is subject to field inspection. One set of approved specifications shall be available at the project site at all times.

Approval of the specification does not authorize or approve any omission or deviation from applicable regulations.

PBSP-Reroof 180 Housing Units at Facility A and B State of California California Department of Corrections and Rehabilitation

07-115 Department of Correction and Rehabilitations

00 00 04 - 1 TABLE OF CONTENTS

DOCUMENT 00 00 04

TABLE OF CONTENTS

00 00 10 Cover

00 00 20 Approvals -Signature Sheet

00 00 30 Table of Contents

00 00 40 Drawing List

DIVISION 1 - GENERAL REQUIREMENTS

01 12 00 Environmental Protection Procedures

01 30 00 Submittals

01 33 00 Substitutions

01 34 00 Shop Drawings, Product Data and Samples

01 57 20 Waste Management

DIVISION 2 - SITEWORK

02 05 00 Demolition

DIVISION 3 - CONCRETE

(Not Used)

DIVISION 4 - MASONRY

DIVISION 5 - METALS

Section 05 05 01 - Tamper Proof Metal Fasteners

Section 05 50 00 - Metal Fabrications

Section 05 80 00 – Expansion Control (Joint Cover)

PBSP-Reroof 180 Housing Units at Facility A and B State of California California Department of Corrections and Rehabilitation

07-115 Department of Correction and Rehabilitations

00 00 04 - 2 TABLE OF CONTENTS

DIVISION 6 - WOOD AND PLASTICS

Section 06 10 00 - Rough Carpentry

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

Section 07 22 10 – Building Insulation-Roof

Section 07 27 00 – Firestopping

Section 07 54 00 -- Polyvinyl Chloride (PVC) Roofing

Section 07 60 00 -- Sheet Metal Flashing and Trim

Section 07 90 00 -- Joint Sealers

Section 07 22 10 – Building Insulation-Roof

DIVISION 8 - DOORS AND WINDOWS`

DIVISION 9 - FINISHES

Section 07 90 02 - Painting

DIVISION 10 - SPECIALTIES

Section 10 99 00 – Miscellaneous Specialty

END OF SECTION

PBSP-Reroof 180 Housing Units at Facility A and B State of California California Department of Corrections and Rehabilitation

07-115 Department of Corrections and Rehabilitation

00005 - 1 DRAWING LIST

SECTION 00 00 05

DRAWING LIST

Sheet No. Sheet Name

T-1 Title Sheet

Architectural Sheet List

A0.1 Institution Plan

A0.2 Facility A and B Full size Roof Plan

A1.0 Typical Unit Demolition Plans and Notes

A1.1 Unit A1-A2 Demolition Roof Plan and Notes

A2.0 Typical Unit Partial Roof Plan and Notes

A2.1 Typical Unit Partial Roof Plan and Notes

A2.2 Unit A2 Partial Roof Plan and Notes

A2.3 Unit A1 Partial Roof Plan and Notes

A3.0 Details

A3.1 Details

Structural Sheet List

S1.1 General Notes

END OF DOCUMENT

PBSP - Re- Roof 180 Housing Units State of California

07-115 California Department of Corrections and Rehabilitation

01 12 00 - 1

ENVIROMRNTAL PROTECTION PROCEDURES

SECTION 01 12 00

ENVIRONMENTAL PROTECTION PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes

1. Storm water pollution prevention measures on and off site.

B. Related Sections

1. Individual Sections: Equipment and Materials that may contain potential site pollutants.

1.2 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.

1.3 SUBMITTALS

A. Submit under provisions of Section 01 30 00.

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

C. 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.

D. 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.

1.4 PRECONSTRUCTION CONFERENCE

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

1.5 DELIVERY, STORAGE, AND HANDLING

01 12 00 - 2

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

B. Use personnel trained in spill prevention and emergency spill clean up 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 labeled 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 VEHICLE AND EQUIPMENT FUELING AND MAINTENANCE

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

B. 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 onsite vehicles and equipment for leaks, and repair immediately. Do not allow leaking vehicles or equipment onsite.

E. Clean oil and grease build up from vehicles and equipment at approved areas.

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

3.2 SPILL PREVENTION AND CONTROL

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

01 12 00 - 3

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

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. Clean small spills with cloths and larger spills with absorbent material. Immediately send used hazardous cleanup cloth material to a certified laundry or remove and dispose as hazardous waste, in accordance with waste management regulations.

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

3.3 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.

PBSP – Reroof 180 Housing Units State of California

SUBMITTALS 01 30 00 - 1

SECTION 01 30 00 - SUBMITTALS

PART 1 - GENERAL

A. Section Includes

1. Submittal Procedures.

2. Manufacturer's Instructions.

1.2 SUBMITTAL PROCEDURES

A. Provide submittals as required in individual specification Section.

B. Submittals not required may be requested to be reviewed by the Architectural/Engineering.

C. Neither the review nor lack of review of any submittal shall waive any of the requirements of the Contract, or relieve the Contractor of any obligations thereunder.

D. Make submittals promptly to cause no delay in the work or in the work of any other contractor.

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

F. Each submittal shall contain data representing only one specification Section.

G. Unless otherwise specified, submit a total of seven copies of each submittal. Six copies will be retained and one copy will be returned after review. Submittals shall be organized in identical order in copies.

H. Submittals shall 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.

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 re-submittals.

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

I. Submittals will be reviewed and returned 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 "Approved-As Submitted", "Approved-Subject to Notation in Red", "Not Approved-Resubmit".

2. Revise and resubmit within 15 days of return submittals marked "Not Approved- Resubmit".

J. Distribute copies of the reviewed submittals to concerned parties. Instruct parties to promptly report inability to comply with provisions. Notify A/E of every such report.

PBSP – Reroof 180 Housing Units State of California

SUBMITTALS 01 30 00 - 2

K. Do not begin work covered by a submittal designated "Not Approved-Resubmit". Contractor may begin work covered by other submittals. Work shall proceed in accordance with review notes and comments.

1.3 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 A/E.

--END OF SECTION--

PBSP - Reroof 180 Housing Units State of California

SUBSTITUTIONS 01 33 00 - 1

SECTION 01 33 00 - SUBSTITUTIONS

1.1 RELATED DOCUMENTS

A. Drawings and Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes administrative and procedural requirements for handling requests for substitutions made after award of the Contract.

B. Related Sections: The following Sections contain requirements that relate to this Section:

1. Division 1 Section "Submittals" specifies requirements for submitting the Contractor's

Construction Schedule and the Submittal Schedule.

1.3 DEFINITIONS

A. Definitions in this Article do not change or modify the meaning of other terms used in the

Contract Documents.

B. Substitutions: Changes in products, materials, equipment, and methods of construction required by the Contract Documents proposed by the Contractor are considered to be requests for substitutions. The following are not considered to be requests for substitutions:

1. Revisions to the Contract Documents requested by the Owner.

2. Specified options of products and construction methods included in the Contract

Documents.

3. The Contractor's determination of and compliance with governing regulations and orders issued by governing authorities.

1.4 SUBMITTALS

A. Substitution Request Submittal:

1. Submit 3 copies of each request for substitution for consideration.

2. Identify the product or the fabrication or installation method to be replaced in each request. Include related Specification Section and Drawing numbers.

3. Provide complete documentation showing compliance with the requirements for substitutions, and the following information, as appropriate:

a. Coordination information, including a list of changes or modifications needed to other parts of the Work and to construction performed by the Owner and separate contractors, that will be necessary to accommodate the proposed substitution.

b. A detailed comparison of significant qualities of the proposed substitution with those of the Work specified. Significant qualities may include elements, such as performance, weight, size, durability, and visual effect.

c. Product Data, including Drawings and descriptions of products and fabrication and installation procedures.

SUBSTITUTIONS 01 33 00 - 2

d. Samples, where applicable or requested.

e. A statement indicating the substitution's effect on Construction Schedule compared to the schedule without approval of the substitution. Indicate the effect of the proposed substitution on overall Contract Time.

f. Cost information, including a proposal of the net change, if any in the Contract

Sum.

g. The Contractor's certification that the proposed substitution conforms to requirements in the Contract Documents in every respect and is appropriate for the applications indicated.

h. The Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of the failure of the substitution to perform adequately.

4. Owner's Action: If necessary, the Owner will request additional information or documentation for evaluation within one week of receipt of a request for substitution. The

Owner will notify the Contractor of acceptance or rejection of the substitution within 2 weeks of receipt of the request, or one week of receipt of additional information or documentation, whichever is later. Acceptance will be in the form of a change order.

a. Use the product specified if the Owner cannot make a decision on the use of a proposed substitute within the time allocated.

PART 2 - PRODUCTS

2.1 SUBSTITUTIONS

A. Conditions: The Owner will receive and consider the Contractor's request for substitution when one or more of the following conditions are satisfied, as determined by the Owner. If the following conditions are not satisfied, the Owner will return the requests without action except to record noncompliance with these requirements.

1. Extensive revisions to the Contract Documents are not required.

2. Proposed changes are in keeping with the general intent of the Contract Documents.

3. The request is timely, fully documented, and properly submitted.

4. The specified product or method of construction cannot be provided within the Contract

Time. The Owner will not consider the request if the product or method cannot be provided as a result of failure to pursue the Work promptly or coordinate activities properly.

5. The request is directly related to an "or-equal" clause or similar language in the Contract

Documents.

6. The requested substitution offers the Owner a substantial advantage, in cost, time, energy conservation, or other considerations, after deducting additional responsibilities the

Owner must assume. The Owner's additional responsibilities may include compensation to the Owner for redesign and evaluation services, increased cost of other construction by the Owner, and similar considerations.

7. The specified product or method of construction cannot receive necessary approval by a governing authority, and the requested substitution can be approved.

8. The specified product or method of construction cannot be provided in a manner that is compatible with other materials and where the Contractor certifies that the substitution will overcome the incompatibility.

SUBSTITUTIONS 01 33 00 - 3

9. The specified product or method of construction cannot be coordinated with other materials and where the Contractor certifies that the proposed substitution can be coordinated.

10. The specified product or method of construction cannot provide a warranty required by the Contract Documents and where the Contractor certifies that the proposed substitution provides the required warranty.

11. Where a proposed substitution involves more than one prime contractor, each contractor shall cooperate with the other contractors involved to coordinate the Work, provide uniformity and consistency, and assure compatibility of products.

B. The Contractor's submittal and the Owner's acceptance of Shop Drawings, Product Data, or

Samples for construction activities not complying with the Contract Documents do not constitute an acceptable or valid request for substitution, nor do they constitute approval.

PART 3 - EXECUTION (Not Applicable)

06-082 Department of Corrections and Rehabilitation

SHOP DRAWINGS, PRODUCT DATA AND SAMPLES Section 01 34 00 - 1

SECTION 01 34 00 – SHOP DRAWINGS, PRODUCT DATA AND SAMPLES

A. Section Includes

1. Submittal Requirements.

B. Related Sections and Documents

1. Section 01 30 00 - Submittals.

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, 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, other drawings and descriptive data pertaining to specified products.

1.3 SHOP DRAWINGS

A. Submit under provisions of Section 01 30 00.

B. Submit one reproducible transparency and three opaque reproductions. The reproducible copy will be returned after review.

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

D. Present information in clear and thorough manner.

E. 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 30 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.

D. Show dimensions and clearances required.

E. Show wiring, piping diagrams, controls.

1.5 SAMPLES

A. Submit under provisions of Section 01 30 00.

B. Submit the number of samples indicated in each Section. Where no number is indicated, submit 4 samples.

C. 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.

06-082 Department of Corrections and Rehabilitation

SHOP DRAWINGS, PRODUCT DATA AND SAMPLES Section 01 34 00 - 2

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

E. Include identification on each sample, with full project information.

F. Reviewed samples which may be used in the work are indicated in individual specification Sections.

1. Only samples marked "Approved-As Submitted" may be incorporated in the work.

2. Samples that were intended to be incorporated in 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 shall be considered a return of the sample.

Part 2 - PRODUCTS Not Used

Part 3 - EXECUTION Not Used

WASTE MANAGEMENT 01 57 20 - 1

SECTION 01 57 20 – WASTE MANAGEMENT

A. Section Includes

1. Implementation of a construction waste management plan.

2. Separation of construction and demolition waste for salvage, reuse, recycling or disposal.

1.2 DEFINITIONS

A. Construction and Demolition Waste:

1. Solid wastes such as building materials, packaging, and rubble resulting from construction, remodeling, demolition, and repair of buildings/facilities, paving, and infrastructure.

B. Recyclable Materials:

1. Products and materials that can be recovered and remanufactured into a new product. Recyclable materials include, but are not limited to, the following:

a. Metals (ferrous and non-ferrous), including banding, metal stainless steel, aluminum, copper, zinc, lead, brass and bronze.

b. Asphaltic concrete paving.

c. Portland cement concrete.

d. Land clearing debris including trees and plant materials.

e. Native rock and granular fill.

f. Gypsum products.

g. Paper and cardboard.

h. Wood products, including structural, finish, crates, and pallets.

i. Brick and masonry.

j. Carpet and padding.

k. Plastics.

l. Copper wiring.

m. Mechanical and electrical products and equipment.

C. Recycling Facility:

1. A business that specializes in collecting, handling, processing, distributing, or remanufacturing waste materials generated by demolition and new construction projects, into products or materials that can be used for this project or by others.

D. Salvage and Reuse:

1. Existing usable product or material that can be saved and reused in some manner on the project site. Materials that can be salvaged and reused must comply with the applicable technical specifications and include, but are not limited to, the following:

a. Dimensional lumber and other wood products.

b. Structural Steel.

c. Soil.

WASTE MANAGEMENT 01 57 20 - 2

d. Masonry products.

E. Salvage and Resale:

1. Existing usable product or material that can be saved and removed intact (as is) from the project site for resale to others without remanufacturing.

F. Trash:

1. Product or material unable to be salvaged for resale, salvaged and reused, returned to vendors, or recycled.

G. Waste Materials:

1. Product of material that can be salvaged for resale, salvaged and reused, returned to vendors, or recycled.

A. Submit the following in accordance with Section 01330 – Submittals:

1. Waste Management Plan.

a. Intent:

1. The Contractor shall use all means available to divert 75 percent or better, by weight, of the construction and demolition waste from landfills and incinerators.

b. Waste Management Operations:

1. Take a pro-active, responsible role in management of construction waste and require all subcontractors, vendors, and suppliers to participate in the effort.

Establish a construction waste management program that includes the following categories:

a. Minimizing Packaging Waste.

b. Salvage and Reuse.

c. Salvage for Resale or Donation.

d. Recycling.

e. Disposal.

2. Salvage and reuse is a better waste management method than recycling because little or no reprocessing is necessary. Thus less pollution is created when items are reused in their original form. Therefore, a diligent effort shall be made to salvage and reuse products and materials. Waste materials that cannot be salvaged and reused, and have value as being recyclable, shall be recycled. Only trash shall be transported to a landfill or incinerator. The contractor shall be responsible for implementation of any special programs involving rebates or similar incentives related to recycling construction waste for this project. Revenues or other savings obtained for recycling or returns shall accrue to the Contractor.

c. Waste Management Plan

1. Perform a waste analysis to determine the types and quantity of construction waste anticipated and identify salvage for resale, salvage and reuse, recycling, and disposal options available. Within 30 days after contract award and prior to performing and demolition work, submit a Waste Management Plan for review and approval. The Waste Management Plan shall include the following:

a. Project waste analysis.

b. Projected cost of disposing of all trash and waste materials as if there would be no salvage or recycling on this project.

WASTE MANAGEMENT 01 57 20 - 3

c. Name, address, and phone number for each landfill or incinerator facility to be utilized.

d. Tipping fee for each landfill or incinerator.

e. A list of waste materials that will be salvaged for resale, salvaged and reused, and recycled.

f. Identification of each recycling facility to be utilized.

g. Anticipated net cost savings determined by subtracting the cost of separating and recycling from the following:

1. Savings due to reuse of demolished materials.

2. Revenue from the sale of salvaged and recycled materials.

3. Landfill or incinerator tipping fees saved due to diversion of materials to recycling.

h. Description of the method to be employed in recycling waste materials and description of the method that will be used to protect recycled materials from contamination.

i. Description of the means of transportation of recyclable materials and the destination of the materials.

NOT USED

PART 3 EXECUTION

3.1 PROGRAM IMPLEMENTATION AND MONITORING

A. Implementation and maintain, for the duration of the project, the construction waste management program. Establish a method of monitoring and documenting the program, and submit a periodic report with each application for payment that includes the following:

1. Amount (by weight) and type of waste materials disposed of in a landfill or incinerator, the tip fee per ton, and the total cost of disposal including transportation costs, container rental costs, etc.

2. Amount (by weight) and type of materials salvaged for sale, salvaged for reuse, and recycled. Provide destination, means of transportation, cost of transportation and handling, tipping fee savings, and revenue generated for each material.

3. Cost savings due to salvaging, reusing, and recycling materials.

B. Hazardous Materials/Hazardous Wastes.

1. If any non-acceptable materials such as hazardous materials or hazardous wastes are encountered, notify the CDC representative.

3.2 SALVAGE AND REUSE

A. Encourage the practice of efficient waste management when sizing, cutting and installing products and materials.

3.3 SEPARATION OF RECYCLABLE WASTE MATERIALS

A. Provide the necessary containers and bins, to facilitate the waste management program, that are clearly and appropriately marked. Prevent contamination of recyclable materials from incompatible products and materials. Separate construction waste at the project site by one of the following methods:

WASTE MANAGEMENT 01 57 20 - 4

1. Source Separated Method: Waste products and materials, that are recyclable, are separated from trash and sorted into appropriately marked separate containers and then transported to the respective recycling facility for further processing. Trash is transported to a landfill or incinerator.

2. Co-Mingled Method: All construction waste is placed into a single container and then transported to a recycling facility where the recyclable materials are sorted and processed and the remaining trash is transported to a landfill or incinerator.

3. Other methods proposed by the Contractor and approved by the CDCR representative.

PBSP- Re-roof 180 Housing Units at Facility A and B State of California

02 05 00 - Page 1 DEMOLITION

SECTION 02 05 00

DEMOLITION

1.1 SCOPE:

A. Remove portions of structures and materials, including but not limited to roofing, insulation, flashings, equipment and other existing miscellaneous roof mounted equipment and other items indicated on the Drawings, specified here, or as otherwise necessary to execute the Work.

B. Remove demolished materials from site and disposal off-site.

C. Salvage and store for reuse all items specifically noted on the Drawings.

D. Protect existing construction and items to remain.

1.2 RELATED WORK DESCRIBED ELSEWHERE:

(not used)

1.3 PROJECT/SITE CONDITIONS:

A. The Contractor shall assume complete responsibility for maintaining all necessary services.

B. Existing Utilities: Protect active utility lines that are to remain. Repair or replace any such utilities damaged by this Work at no additional cost to Owner.

C. Do not begin work of this Section until existing areas to remain have been properly prepared and supported.

1.4 SAFETY REQUIREMENTS AND STANDARDS:

Conform to state and federal codes, rules and regulations and ordinances for protection of workers, State property, and provide, install and maintain barricades, warning devices and other protection where required therefore.

PART 2 - PRODUCTS

Not Used

PART 3 - EXECUTION

3.1 INSPECTION:

The Contractor shall inspect the existing areas to be demolished and notify the CDCR Project Manager of any problems in the Work.

3.2 PREPARATION:

A. Ensure safe passage of persons around area of demolition. Conduct operations to prevent injury to adjacent buildings, structures, other facilities, and persons.

PBSP – Reroof 180 Housing Units at Facility A and B State of California 09-033 Department of Corrections and Rehabilitation

02 05 00 - 2 Demolition

B. Provide shoring, bracing, or support to prevent movement, settlement, or collapse of structures to be demolished, and adjacent facilities to remain.

3.3 DEMOLITION:

A. Proceed with demolition in a systematic manner, from top of structure to floor.

B. Saw cut, break up and remove concrete as indicated.

C. Traffic: Perform demolition and clean up to ensure minimum interference with roads, streets, walks, and other adjacent occupied or used facilities.

D. Completely protect existing adjacent buildings and offsite buildings and property at all times from dust, dirt, moisture and demolition operations resulting from this work. Repair damage to satisfaction of the Project Manager and at no additional cost to the Owner.

F. Separation between Work to be removed and Work to remain shall present an even, straight line and smooth surface when portion to be demolished is removed.

G. Material identified for removal for reuse shall be carefully removed to prevent damage, and stored in a protected and secure location on site or at facilities provided by the Contractor until needed.

Contractor shall remove, store and identify, as required for reinstallation, all fasteners, connectors, supports, backings, accessories, etc. associated with material identified for reuse.

Asbestos containing products may be present in the existing construction; if suspect materials are encountered, the Contractor shall immediately notify the Project Manager for instructions prior to proceeding with additional work. The Contractor shall immediately post Notices and take precautions necessary to ensure the health and safety of all workers, the staff and the public.

No note or instruction in the contract documents shall be construed to imply that removal of materials containing or suspected of containing asbestos is part of this work; removal of asbestos containing materials will be performed by others and is not in the contract.

3.4 DEBRIS DISPOSAL:

A. Except as otherwise indicated or directed, debris resulting from work of this Section shall become this Contractor's property, and shall be removed from site.

1. Location of disposal sites and length of hauls are Contractor's responsibility. On-site burning will not be permitted.

B. The Contractor may not use the Owner's trash bins or containers for disposal of demolished materials.

3.5 ADJUSTING AND CLEANING:

A. Clean up to leave the existing work in a condition ready to proceed with the remaining Work.

B. Remove from site debris, rubbish and other materials resulting from demolition operation and legally dispose of off site.

C. Promptly repair damages caused by this work to satisfaction of Project Manager at no additional cost to Owner.

PBSP - Re-Roof 180 Housing Units at Facility A and B State of California 07-115 Department of Corrections and Rehabilitation

05 05 01 - 1 TAMPER PROOF METAL FASTENERS

SECTION 05 05 01

TAMPER PROOF METAL FASTENERS

1. Removable and non-removable tamper proof metal fasteners.

2. Thread adhesive.

3. Tools for installation and removal.

1. Divisions 2 through 16: Additional requirements for the installation of tamper proof metal fasteners may be specified in individual specification Sections.

1.2 DEFINITIONS

A. Ward Accessible Areas: All areas within the State Prison property are considered Ward

Accessible, except as specifically listed below.

1. All areas more than ten feet above adjacent finished floor or grade.

2. Interior of electrical, mechanical, and communications rooms or vaults.

3. Areas above suspended ceilings; behind access panels; and within plumbing chases.

4. Roofs and equipment thereon.

5. Interior of control rooms.

6. Areas more than 4 feet from the inside of fences enclosing equipment pads.

B. Tamper Proof Metal Fasteners:

1. 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 tool of controlled availability for removal.

2. Types specified in this Section.

C. Security Fasteners: Same as Tamper Proof Metal Fasteners.

D. 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 "tamper proof" or "security".

A. Submit under provisions of Division 1.

B. Product Data: Submit for each type of tamper proof fastener. Indicate materials, finish, head design, strength, corrosion resistance, and installation/removal methods.

C. Samples: Submit three (3) samples of each type of tamper proof fastener proposed for use.

1.4 QUALITY ASSURANCE

A. Manufacturer: Company regularly and presently engaged in the manufacturer of products of the type specified within minimum five (5) years experience.

PBSP - Re-Roof 180 Housing Units at Facility A and B State of California 07-115 Department of Corrections and Rehabilitation

05 05 01 - 2 TAMPER PROOF METAL FASTENERS

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

1.6 EXTRA MATERIALS

A. Tamper Proof Metal Fasteners:

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

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

2.1 MATERIALS

A. Fasteners: Non-ferrous metal where exposed to weather, moisture, or high humidity; corrosion resistant.

2.2 MANUFACTURED UNITS

A. Non-Removable Screws

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 Screws

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.

2.3 STRUCTURAL CONNECTIONS

A. Where tamper proof fastening is required in structural connections, unless otherwise indicated fastening may be accomplished by either:

1. Installing high strength bolts with a torque wrench.

2. Tack welding nuts.

2.4 ACCESSORIES

A. Tools: Provide 10 complete sets of manual drive tools required for installation and removal of removable tamper proof fasteners. Package each set in an individual kit and deliver to CDCR Representatives.

B. Screw-thread Adhesive Sealant:

1. Manufacturers:

a. Loctite No. 271.

b. PermaTek Industrial, High Strength ThreadLocker.

c. Fel-Pro Chemical Products.

d. Master Bond Adhesive/Sealants, Master Bond, Inc.

e. ELCO, CFP400.

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

2.5 FABRICATION

PBSP - Re-Roof 180 Housing Units at Facility A and B State of California 07-115 Department of Corrections and Rehabilitation

05 05 01 - 3 TAMPER PROOF METAL FASTENERS

A. Fabricate removable tamper proof metal fasteners to allow removal only by tools produced by fastener manufacturer or other licensed fabricator specifically for individual tamper proof fastener design.

B. Plating: Cadmium, zinc, nickel, phosphate and chrome to match adjacent materials.

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

3.1 PREPARATION

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

3.2 INSTALLATION

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

B. Set removable tamper proof metal fasteners with screw thread adhesive sealant in accordance with manufacturer's instructions.

3.3 SCHEDULE

A. This schedule applies to the work of all Sections of the Specifications unless specifically exempted in the individual specification section.

B. In accordance with the definitions set forth above, all Exposed Fasteners in Ward Accessible Areas shall be the Tamper Proof Metal type specified herein.

C. Provide removable type tamper proof metal fasteners unless otherwise specified.

D. Provide tamper proof metal fasteners for all consoles, panels, and enclosures.

PBSP - Re-Roof 180 Housing Units at Facility A and B State of California 07-115 Department of Corrections and Rehabilitation

05500 - 1 METAL FABRICATIONS

SECTION 05 50 00

METAL FABRICATIONS

1. Shop fabricated metal items.

1. Section 09900 - Painting: Paint finish.

1.2 REFERENCES

A. ANSI B18.22.1 - Plain Washers.

B. ANSI B18.23.1 - Beveled Washers.

C. ASTM A36 - Structural Steel.

D. ASTM A53 - Hot-Dipped, Zinc-coated Welded and Seamless Steel Pipe, Grade B.

E. ASTM A108 - Steel Bars, Carbon, Cold-Finished, Standard Quality.

F. ASTM A123 - Zinc (Hot-Galvanized) Coatings on Products Fabricated From Rolled, Pressed and Forged Steel Shapes, Plates, Bars, and Strip.

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

H. ASTM A167 - Stainless and Heat-Resisting Chromium-Nickel Steel Plate, sheet, and Strip.

I. ASTM A283 - Carbon Steel Plates, Shapes, and Bars.

J. ASTM A307 – Bolts, Anchor Bolts, Nuts and Washers, Carbon Steel Externally Threaded

Standard Fasteners, as shown on drawings.

K. ASTM A325 - High Strength Bolts for Structural Steel Joints.

L. ASTM A500 - Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Round and Shapes, Grade B.

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

N. ASTM A563 - Carbon and Alloy Steel Nuts.

O. ASTM A569 - Steel, Sheet and Strip, Carbon (0.15 Maximum Percent), Hot-Rolled, Commercial Quality.

P. ASTM A706 - Low-Alloy Steel Deformed Bars for Concrete Reinforcement.

Q. ASTM B177 - Chromium Electroplating on Steel for Engineering Use.

PBSP - Re-Roof 180 Housing Units at Facility A and B State of California 07-115 Department of Corrections and Rehabilitation

05500 - 2 METAL FABRICATIONS

R. AWS A2.4 - Standard Welding Symbols.

S. AWS D1.1 - Structural Welding Code, type required for materials being welded.

T. CBC - California Building Code, 2007 Edition, State Chapters Title 8, General Safety Orders.

U. CCR - California Code of Regulations: Title 24.

V. SSPC - Steel Structures Painting Council.

W. Grout – Non-shrink type, pre-mixed compound consisting of non-metallic aggregate, cement, water reducing and plasticizing additives, capable of developing a minimum compressive strength of 7,000 psi at 28 days.

B. Shop Drawings

1. Indicate profiles, sizes, connection attachments, reinforcing, anchorage, size and type of fasteners, and accessories.

2. Include erection drawings, elevations, and details where applicable.

3. Indicate welded connections using standard AWS A2.4 welding symbols. Indicate net weld lengths.

C. Welders' Certificates: Submit under provisions of Division 1, certifying welders employed on the Work, verifying AWS qualification within the previous 12 months.

1.4 QUALIFICATIONS

A. Prepare Shop Drawings under direct supervision of a Professional Structural Engineer experienced in design of this work and licensed in the State of California.

B. Welders shall be qualified in accordance with AWS D1.1.

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

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

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

B. Store products to prevent rusting, deformation, and other damage.

C. Store steel products off the ground, positioned to drain rainwater readily.

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

1.6 FIELD MEASUREMENTS

A. Verify that field measurements are as indicated on Drawings.

PBSP - Re-Roof 180 Housing Units at Facility A and B State of California 07-115 Department of Corrections and Rehabilitation

05500 - 3 METAL FABRICATIONS

A. Steel Sections: ASTM A36.

B. Steel Tubing: ASTM A500, Grade B.

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

D. Plates: ASTM A283.

E. Pipe: ASTM A53, Grade B.

F. Bolts, Nuts, and Washers

1. Bolts: ASTM A307, Grade A.

2. Nuts: ASTM A563, Grade A.

a. Anchor Bolts: Heavy Hex.

b. Elsewhere: Hex or Heavy Hex.

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

G. Expansion Anchors

1. Proprietary type designed for intended use.

a. ITT Phillips Drill Division "Red Head Wedge or Sleeve Anchor".

b. Ramset Fastener Systems "Ramdrill".

c. Hilti Co. "HSL Heavy Duty HDI Drop-In Anchors".

2. Bolt Size: Minimum 3/4 inch diameter unless otherwise indicated.

3. Embed Anchors: ASTM A36.

H. Welding Materials: AWS D1.1; type required for materials being welded.

I. Shop and Touch-Up Primer

1. Tnemec Co., "No. 99 Metal Primer".

2. Rust-Oleum Co., "No. 769 Demo-Proof Red Primer".

3. Porter International; 260 FD_.

J. Touch-Up Primer for Galvanized Surfaces: Zinc rich type.

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

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

M. Lead shields for lag screws and wood screws.

2.2 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 CDCRR Representative.

PBSP - Re-Roof 180 Housing Units at Facility A and B State of California 07-115 Department of Corrections and Rehabilitation

05500 - 4 METAL FABRICATIONS

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, except where specifically noted otherwise.

G. Exposed Mechanical Fastenings

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

2. Tamper proof metal fasteners: Under provisions of Section 05051 for exposed locations in inmate accessible areas.

H. Shop Connections

1. Welded wherever possible, unless otherwise indicated.

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

I. Field Connections

1. Bolted unless otherwise indicated.

2. Provide bolts and holes for field connections.

3. Bolted connections shall have not less than two bolts.

4. Connection design shall consider the bolt to have the threads in the shear plane.

J. Bolted Connections

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

2. Unless otherwise indicated, holes may be punched if material is not thicker than bolt diameter plus 1/16 inch.

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

4. As erection progresses, bolt up work to assume dead loads, lateral forces, and erection stresses.

K. Assembly Using Standard Threaded Fasteners

1. Beveled Washers: Provide 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 "snug tight" condition.

L. Shop and Field 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.

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

PBSP - Re-Roof 180 Housing Units at Facility A and B State of California 07-115 Department of Corrections and Rehabilitation

05500 - 5 METAL FABRICATIONS

2.3 FINISHES

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 two 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

CDCRR Representative.

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

3.1 PREPARATION

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

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

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 shop drawings.

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

E. Obtain CDCRR Representative approval prior to site cutting or making adjustments not scheduled.

F. After erection, prime welds, abrasions, and surfaces not shop primed or galvanized, except surfaces to be in contact with concrete.

3.3 ERECTION TOLERANCES

A. Maximum Variation From Plumb: 1/4 inch per story, non-cumulative.

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

PBSP - Re-Roof 180 Housing Units at Facility A and B State of California 07-115 Department of Corrections and Rehabilitation

05500 - 6 METAL FABRICATIONS

3.4 SCHEDULE

A. The Schedule is a list of principal items only. Refer to Drawing details for items not specifically scheduled.

B. Ledge and Shelf Angles, Channels and Plates Not Attached to Structural Framing: For support of metal decking; prime paint finish.

PBSP - Re-Roof 180 Housing Units at Facility A and B State of California 07-115 Department of Corrections and Rehabilitation

05800 - 1 EXPANSION CONTROL

SECTION 05 80 00

EXPANSION CONTROL

1. Roof expansion joint covers for exterior application.

1. Section 05 05 01 - Tamper Proof Metal Fasteners.

2. Section 05 50 00 - Metal Fabrications.

3. Section 07 27 00 – Firestopping.

4. Section 07 60 00 - Flashing and Sheet Metal.

1.2 SUBMITTALS

B. Manufacturer's Instructions: Indicate installation requirements, material recommendations.

1.3 PRODUCT DELIVERY, STORAGE AND HANDLING

A. Deliver, store, and handle materials in manufacturer's original, unopened packaging, clearly identified with manufacturer's name and type of product.

1. Exposed metal surfaces covered with an adhesive protective paper shall have the paper removed as soon as is practicable. Do not subject materials covered with protective paper to prolonged sunlight or extreme temperatures.

B. Follow additional requirements of the manufacturer.

A. Aluminum: 6063-T5 alloy with manufacturer's standard clear anodized finish.

B. Steel: Galvanized; minimum 3/16 inch thick in inmate accessible areas, 26 gage elsewhere.

C. Resilient Material: Neoprene, vinyl, or EPDM, as specified.

D. Sealant: As recommended by manufacturer.

E. Fasteners: Type and size best suited for intended application; tamper proof metal fasteners under provisions of Section 05051 in exposed inmate accessible areas.

2.2 FABRICATION

A. General: Expansion joint cover assemblies shall be complete with intersections, splices, and caps, and accessories required for a complete installation, weather tight at exterior applications.

B. Exterior Expansion Joint Covers.

PBSP - Re-Roof 180 Housing Units at Facility A and B State of California 07-115 Department of Corrections and Rehabilitation

05800 - 2 EXPANSION CONTROL

1. Roof to Roof (Field verify opening size); Balco BRBG-CE Series & F2H Fire Barrier, or equivalent by C/S Group SRJ, Michael Rizza Co. or approved equal, roof to bellows expansion joint cover with metal flanges, gutter end cap, discharge, and fire barrier.

3.1 INSPECTION

A. Verify that conditions are satisfactory for installation of expansion control devices.

B. Verify that joint preparation and affected dimensions are acceptable.

C. If unsatisfactory conditions exist, do not commence installation until such conditions have been corrected.

A. Install expansion control devices in accordance with manufacturer's printed installation instructions.

B. Install minimum 3/16 inch thick steel expansion joint covers in areas accessible to inmates.

C. Joints in expansion joint covers shall be mitered at turns. End caps shall be installed at exposed ends.

D. Upon completion of installation, components shall provide flexible cover, firmly anchored to substrate, weatherproof at exterior applications.

PBSP - Re-Roof 180 Housing Units at Facility A and B State of California 07-115 Department of Corrections and Rehabilitation

06100 - 1 ROUGH CARPENTRY

SECTION 06 10 00

ROUGH CARPENTRY

1. Wood blocking, furring and grounds.

2. Preservative treatment of wood.

1. Section 05051 - Tamper Proof Metal…