STATE OF CALIFORNIA DEPARTMENT OF GENERAL SERVICES

REAL ESTATE SERVICES DIVISION

PROJECT MANAGEMENT AND DEVELOPMENT BRANCH

PROJECT MANUAL – Book II of III

INTRODUCTORY INFORMATION

SPECIFICATIONS (CENTRAL SCHOOL12027E)

FOR:

PORTERVILLE ROOF REPLACEMENT – CENTRAL

SCHOOL (12027E) AND LAUNDRY BLDG. (12027F)

DEPARTMENT OF DEVELOPMENTAL SERVICES

PORTERVILLE DEVELOPMENTAL CENTER

PORTERVILLE, TULARE COUNTY, CALIFORNIA

Project Director: Andrew Hotz

DGS, West Sacramento, California 279-799-3716

Architect of Record: Edgar Reyes (12027E) Amy Smith (12027F)

Elena Keltgen (Arch Designer 12027F) DGS, West Sacramento, California

October 2025

12027E & 12027F

POJECT TITLE PAGE

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PROJECT TITLE PAGE

Title : PORTERVILLE ROOF REPLACEMENT –

CENTRAL SCHOOL (12027E) AND LAUNDRY

BLDG. (12027F)

Client Agency : DEPARTMENT OF DEVELOPMENTAL

SERVICES

Location : PORTERVILLE DEVELOPMENTAL SERVICES

CITY OF PORTERVILLE, TULARE COUNTY,

CALIFORNIA

Project Number : 12027E & 12027F

Project Director : Andrew Hotz State of California Department of General Services Real Estate Services Division Project Management and Development Branch Email: Andrew.Hotz@dgs.ca.gov Telephone Number: (279) 799-3716

Architect of Record : Edgar Reyes (12027E) State of California Department of General Services Real Estate Services Division 707 Third Street, 4th Floor West Sacramento, California 95605 Telephone Number: (279) 946-8419 Email: Edgar.Reyes@dgs.ca.gov

Architect of Record : Amy Smith (12027F) State of California Department of General Services Real Estate Services Division 707 Third Street, 4th Floor West Sacramento, California 95605 Telephone Number: (279) 799-3978 Email: Amy.Smith@dgs.ca.gov mailto:Andrew.Hotz@dgs.ca.gov mailto:Edgar.Reyes@dgs.ca.gov mailto:Amy.Smith@dgs.ca.gov

CERTIFICATIONS PAGE

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PROJECT TITLE : PORTERVILLE ROOF REPLACEMENT – CENTRAL

SCHOOL 12027E

CLIENT AGENCY : DEPARTMENT OF DEVELOPMENTAL SERVICES

LOCATION : PORTERVILLE, TULARE COUNTY, CALIFORNIA

PROJECT NUMBER : 12027E

OWNER : STATE OF CALIFORNIA

PROJECT DIRECTOR : Andrew Hotz Department of General Services Project Management and Development Branch 707 Third Street, 4th Floor West Sacramento, California 95605 Telephone Number: (916) 799-3716 Email: Andrew.Hotz@DGS.CA.GOV

CONSULTANTS : EDGAR REYES (ARCHITECT)

NICK GASPARRO (MECHANICAL)

SCOTT WHEELER (ELECTRICAL)

12027E – ARCHITECT 12027E – MECH/ PLUMB 12027E – ELECTRICAL

12027E – STATE FIRE

MARSHALL

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PROJECT TITLE : PORTERVILLE ROOF REPLACEMENT – LAUNDRY BLDG.

12027F

CLIENT AGENCY : DEPARTMENT OF DEVELOPMENTAL SERVICES

LOCATION : PORTERVILLE, TULARE COUNTY, CALIFORNIA

PROJECT NUMBER : 12027F

OWNER : STATE OF CALIFORNIA

PROJECT DIRECTOR : Andrew Hotz Department of General Services Project Management and Development Branch 707 Third Street, 4th Floor West Sacramento, California 95605 Telephone Number: (916) 799-3716 Email: Andrew.Hotz@DGS.CA.GOV

CONSULTANTS : DAVID SOLOMON (ARCHITECT)

MATTHEW MILES (MECHANICAL)

SCOTT WHEELER (ELECTRICAL)

12027F – ARCHITECT 12027F – MECH/ PLUMB 12027F – ELECTRICAL

12027F – STATE FIRE

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TABLE OF CONTENTS

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TABLE OF CONTENTS

BOOK I

PROCUREMENT AND CONTRACTING REQUIREMENTS GROUP

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

INTRODUCTORY INFORMATION

Pages Document 00 01 01 Project Title Page .......................................................................... 1 only 00 01 05 Certifications Page ........................................................................ 1 through 2 00 01 10 Table of Contents .......................................................................... 1 through 5 00 01 15 List of Drawings ............................................................................. 1 through 2

BIDDING REQUIREMENTS

Document 00 11 00 Invitation for Bids ........................................................................... 1 through 4 00 21 00 Instructions to Bidders ................................................................... 1 through 8 Appendix 00 21 00.01 Request for Bidding Interpretation ................................................. 1 only Document 00 22 00 Supplementary Instructions to Bidders .......................................... 1 only 00 22 10 DVBE Participation Program Requirements ................................... 1 through 3 00 41 00 Bid Form (Sample) ........................................................................ 1 through 9 00 43 13 Bidder’s Bond (Sample) ................................................................. 1 only 00 45 46 Payee Data Record (Sample) ........................................................ 1 through 2

CONTRACTING REQUIREMENTS

Document 00 52 00 Agreement (Sample) ..................................................................... 1 only 00 61 13 Performance Bond (Sample) ......................................................... 1 only 00 61 14 Payment Bond to Accompany Construction Contract (Sample) ..... 1 only 00 63 63 Construction Contract Change Order (Sample) ............................. 1 only 00 72 00 General Conditions of the Contract for Construction ...................... 1 through 31 00 73 00 Supplementary Conditions ............................................................. 1 through 13

SPECIFICATIONS GROUP

GENERAL REQUIREMENTS SUBGROUP

DIVISION 01 - GENERAL REQUIREMENTS

Section 01 10 00 Summary ....................................................................................... 1 through 5 01 25 00 Substitution Procedures ................................................................. 1 through 2 01 29 00 Payment Procedures ..................................................................... 1 through 4 01 31 00 Project Management and Coordination .......................................... 1 through 7 01 31 25 Web-based Project Management System ...................................... 1 through 4 01 32 00 Construction Progress Documentation .......................................... 1 through 6

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01 32 33 Photographic Documentation ........................................................ 1 through 2 01 33 00 Submittal Procedures .................................................................... 1 through 7 01 35 16 Alteration Procedures .................................................................... 1 through 5 01 35 53 Security Procedures ...................................................................... 1 through 4 01 40 00 Quality Requirements .................................................................... 1 through 6 01 60 00 Product Requirements ................................................................... 1 through 3 01 73 00 Execution ...................................................................................... 1 through 5 01 74 19 Construction Waste Management and Disposal ............................ 1 through 5 Form 01 74 19.01 Construction Waste Estimate......................................................... 1 only 01 74 19.02 Waste Management Report ........................................................... 1 through 2 Section 01 74 20 Recycled Content Certification ....................................................... 1 through 4 Form 01 74 20.01 Recycled Content Certification Worksheet (Example) .................... 1 through 3 01 74 20.02 State Agency Buy Recycled Campaign Procurement Summary (Example) ...................................................................................................... 1 through 2 Section 01 77 00 Closeout Procedures ..................................................................... 1 through 11 Form STD 817 Prime Contractor’s Certifications – DVBE Subcontractor Report ... 1 through 5 01 77 00.01 Contractor’s Certification of Small Business Participation .............. 1 only 01 77 00.02 Contractor’ Certification of Small Business Participation ................ 1 only Section 01 79 00 Demonstration and Training .......................................................... 1 through 4

BOOK II – CENTRAL SCHOOL (12027E)

FACILITY CONSTRUCTION SUBGROUP

DIVISION 02 – EXISTING CONDITIONS

Section 02 26 00 Hazardous Material Assessment ................................................... 1 through 2 02 41 19 Selective Demolition ...................................................................... 1 through 6 02 83 33 Removal and Disposal of Material Containing Lead ....................... 1 through 17

DIVISION 03 – RESERVED (NOT USED)

DIVISION 04 – RESERVED (NOT USED)

DIVISION 05 – RESERVED (NOT USED)

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

Section 06 10 00 Rough Carpentry ........................................................................... 1 through 6 06 16 00 Sheathing ...................................................................................... 1 through 3

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

Section 07 01 50.19 Preparation for Reroofing .............................................................. 1 through 6 07 54 19 Poly-Vinyl-Chloride (PVC) Roofing ................................................ 1 through 17 07 62 00 Sheet Metal Flashing and Trim ...................................................... 1 through 12 07 71 00 Roof Specialties............................................................................. 1 through 3 07 72 00 Roof Accessories ........................................................................... 1 through 3 07 92 00 Joint Sealants ................................................................................ 1 through 8

DIVISION 08 – RESERVED (NOT USED)

DIVISION 09 – RESERVED (NOT USED)

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DIVISION 10 – RESERVED (NOT USED)

DIVISION 11 – EQUIPMENT

Section 11 81 29 Facility Fall Protection ................................................................... 1 through 7

DIVISION 12 – RESERVED (NOT USED)

DIVISION 13 – RESERVED (NOT USED)

DIVISION 14 – RESERVED (NOT USED)

DIVISION 15 – RESERVED (NOT USED)

DIVISION 16 – RESERVED (NOT USED)

DIVISION 17 – RESERVED (NOT USED)

DIVISION 18 – RESERVED (NOT USED)

DIVISION 19 – RESERVED (NOT USED)

FACILITY SERVICES SUBGROUP

DIVISION 20 – RESERVED (NOT USED)

DIVISION 21 – RESERVED (NOT USED)

DIVISION 22 – PLUMBING

Section 22 05 29 Hangers and Supports for Plumbing and Equipment ..................... 1 through 5 22 07 19 Plumbing Piping Insulation ............................................................ 1 through 3 22 10 05 Plumbing Piping............................................................................. 1 through 5

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

Section 23 05 29 Hangers and Supports for HVAC Piping and Equipment ............... 1 through 5 23 07 19 HVAC Piping Insulation ................................................................. 1 through 2 23 31 00 HVAC Ducts and Casings .............................................................. 1 through 3 23 34 23 HVAC Power Ventilators ................................................................ 1 only 23 74 16 Packaged Rooftop Air-conditioning Units ....................................... 1 through 2

DIVISION 24 – RESERVED (NOT USED)

DIVISION 25 – RESERVED (NOT USED)

DIVISION 26 – ELECTRICAL

Section 26 00 10 Basic Electrical Requirements ....................................................... 1 through 5 26 00 90 Electrical Demolition ...................................................................... 1 through 2

DIVISION 27 – RESERVED (NOT USED)

DIVISION 28 – RESERVED (NOT USED)

DIVISION 29 – RESERVED (NOT USED)

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SITE AND INFRASTRUCTURE SUBGROUP (NOT USED)

PROCESS EQUIPMENT SUBGROUP (NOT USED)

BOOK III – LAUNDRY BUILDING (12027F)

FACILITY CONSTRUCTION SUBGROUP

DIVISION 02 – EXISTING CONDITIONS

Section 02 26 00 Hazardous Material Assessment ................................................... 1 through 2 02 41 19 Selective Demolition ...................................................................... 1 through 6 02 82 00 Asbestos Remediation ................................................................... 1 through 39 02 83 33 Removal and Disposal of Material Containing Lead ....................... 1 through 17

DIVISION 03 – RESERVED (NOT USED)

DIVISION 04 – RESERVED (NOT USED)

DIVISION 05 – RESERVED (NOT USED)

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

Section 06 10 00 Rough Carpentry ........................................................................... 1 through 5 06 16 00 Sheathing ...................................................................................... 1 through 3

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

Section 07 01 50.19 Preparation for Reroofing .............................................................. 1 through 6 07 54 19 Poly-Vinyl-Chloride (PVC) Roofing ................................................ 1 through 15 07 62 00 Sheet Metal Flashing and Trim ...................................................... 1 through 12 07 71 00 Roof Specialties............................................................................. 1 through 3 07 72 00 Roof Accessories ........................................................................... 1 through 3

DIVISION 08 – RESERVED (NOT USED)

DIVISION 09 – RESERVED (NOT USED)

DIVISION 10 – RESERVED (NOT USED)

DIVISION 11 – EQUIPMENT

Section 11 81 29 Facility Fall Protection ................................................................... 1 through 7

DIVISION 12 – RESERVED (NOT USED)

DIVISION 13 – RESERVED (NOT USED)

DIVISION 14 – RESERVED (NOT USED)

DIVISION 15 – RESERVED (NOT USED)

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DIVISION 16 – RESERVED (NOT USED)

DIVISION 17 – RESERVED (NOT USED)

DIVISION 18 – RESERVED (NOT USED)

DIVISION 19 – RESERVED (NOT USED)

FACILITY SERVICES SUBGROUP

DIVISION 20 – RESERVED (NOT USED)

DIVISION 21 – RESERVED (NOT USED)

DIVISION 22 – PLUMBING

Section 22 05 29 Hangers and Supports for Plumbing and Equipment ..................... 1 through 5 22 10 05 Plumbing Piping............................................................................. 1 through 5 22 10 06 Plumbing Piping Specialties .......................................................... 1 only

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

Section 23 22 13 Steam and Condensate Heating Piping ......................................... 1 through 3 23 31 00 HVAC Ducts and Casings .............................................................. 1 through 2 23 74 16 Packaged Rooftop Air-conditioning Units ....................................... 1 through 2

DIVISION 24 – RESERVED (NOT USED)

DIVISION 25 – RESERVED (NOT USED)

DIVISION 26 – ELECTRICAL

Section 26 00 10 Basic Electrical Requirements ....................................................... 1 through 5 26 00 90 Electrical Demolition ...................................................................... 1 through 2

DIVISION 27 – RESERVED (NOT USED)

DIVISION 28 – RESERVED (NOT USED)

DIVISION 29 – RESERVED (NOT USED)

SITE AND INFRASTRUCTURE SUBGROUP (NOT USED)

PROCESS EQUIPMENT SUBGROUP (NOT USED)

APPENDIX

LIMITED ASBESTOS-CONTAINING MATERIALS AND LEAD-CONTAINING PAINT SURVEY REPORT

END OF DOCUMENT

LIST OF DRAWINGS

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CENTRAL SCHOOL (12027E)

Sheet Description Number

GENERAL

G001 COVER SHEET

G002 ARCHITECTURAL COVER SHEET

G010 ILLUSTRATIVE SITE & DEMO PLAN

G020 (E) SITE IMAGERY

A021 AS-BUILT REFERENCE DRAWINGS

A022 AS-BUILT REFERENCE DRAWINGS

ARCHITECTURAL

A131 ROOF PLAN

A531 ROOFING DETAILS

MECHANICAL

M001 MECHANICAL LEGENDS AND NOTES

M100 OVERALL ROOF PLAN

M141 MECHANICAL ROOF PLAN BUILDING E5

M142 MECHANICAL ROOF PLAN BUILDING E4

M143 MECHANICAL ROOF PLAN BUILDING E6

M144 MECHANICAL ROOF PLAN BUILDING E3

M145 MECHANICAL ROOF PLAN BUILDING E7

M146 MECHANICAL ROOF PLAN BUILDING E1 & E2

M600 MECHANICAL DETAILS

ELECTRICAL

E001 GENERAL NOTES, SYMBOLS AND DETAILS

E201 ELECTRICAL ROOF PLAN – CENTRAL SCHOOL

E202 ELECTRICAL ROOF PLAN – CENTRAL SCHOOL

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LAUNDRY BUILDING (12027F)

Sheet Description Number

GENERAL

G001 COVER SHEET

G011 SITE PLAN

ARCHITECTURAL

A001 ARCHITECTURAL COVER SHEET

A101 DEMO ROOF PLAN

A111 ROOF PLAN

A311 BUILDING SECTION

A531 ROOF DETAILS

A900 EXISTING CONDITIONS PHOTOS

A901 REFERENCE AS-BUILT DRAWINGS

A902 EXISTING ROOF DETAILS

A903 EXISTING ROOF DETAILS

MECHANICAL

M001 MECHANICAL LEGENDS AND NOTES

M141 MECHANICAL ROOF PLAN

M600 MECHANICAL DETAILS

ELECTRICAL

E001 GENERAL NOTES, SYMBOLS AND DETAILS

E201 ELECTRICAL ROOF PLAN – LAUNDRY / GENERAL SERVICES

END OF DOCUMENT

HAZARDOUS MATERIAL ASSESSMENT

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SECTION 02 26 00

PART 1 GENERAL

1.01 SUMMARY

A. This Document discloses Reference Documents that are available to the bidders regarding the hazardous materials investigations that was utilized by the State and its Consultants in preparing the Contract Documents.

1.02 HAZARDOUS MATERIALS REPORT(S)

A. Limited Asbestos-Containing Materials and Lead-Containing Paint Survey Report

Porterville Development Center 26501 Avenue 140 Porterville, California Dated September 4, 2024

1.03 HAZARD SUMMARY

A. Asbestos Hazards: Certain existing building components or materials, which may be impacted by the work of this Project, are known or presumed to contain asbestos.

For a list of asbestos-containing materials (ACM, >1%), asbestos-containing construction materials (ACCM, asbestos concentrations at greater than [>] 0.1%), and non-asbestos-containing materials in the areas to be renovated in the building, refer to Geocon’s Limited Asbestos and Lead-Containing Paint Survey Report.

Additional suspect materials identified should be assumed asbestos-containing until such time as sampling can be performed to verify asbestos content.

B. Lead Hazards: Certain existing painted or coated surfaces to be impacted by the work of this project are known or suspected to contain lead.

For a list of paints sampled in the building and corresponding analytical results, refer to Geocon’s Limited Asbestos and Lead-Containing Paint Survey Report.

Treat all similar paints and substrates in kind. Note that most building paints contain some lead content. Assume all paints contain >600 parts per million (ppm) and require dust control procedures for compliance with California Occupational Safety and Health Administration’s (Cal/OSHA's) Construction Lead Standard under 8 California Code of Regulation (CCR) 1532.1.

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Characterize debris from coated materials for possible disposal as hazardous waste. Intact painted elements may be disposed as non-hazardous waste complying with dust controls and personal protective procedures per Cal/OSHA regulation 8 CCR 1532.1 and California Department of Public Health (CDPH) regulation 17 CCR Sections 35001 through 36100, if both the total and leachable lead contents of the overall waste streams are below 1,000 milligrams per kilogram (mg/kg) and 5.0 milligrams per liter (mg/l) Waste Extraction Test (WET) and Toxicity Characteristic Leaching Procedure (TCLP) tests, respectively.

1.04 USE OF DATA

A. Environmental consultation was obtained only for the use of the State and its

Consultants for planning and design stages of this project. The above-mentioned report(s) are not, as a whole, part of the Contract Documents, but the survey data contained therein can be relied upon by the contractor to characterize general site conditions, although quantities, friability and other factors may have changed or been altered since the published report date(s).

B. All statements, findings, and interpretations in the above-mentioned reports are those of the Survey or Abatement Consultant. The State makes no representations, either expressed or implied, as to the completeness or adequacy of the above-mentioned reports. Bidders are advised that the limited testing of components allow for generalizations in describing the extent of hazardous materials. Specific components or materials should be checked against the referenced survey report(s) and the Contract Documents, or be tested at affected locations, prior to disturbance of such components.

C. Bidders shall visit the site and acquaint themselves with the existing conditions.

1.05 PRE-BID VISIT TO WORK SITE

A. Prior to bidding, Bidders shall make their own investigations to satisfy themselves as to the site and building conditions. Upon arrival at the site Bidders shall check in with Porterville Development Center Plant Operations department prior to walking the grounds.

Contractor shall also refer to the architectural demolition/renovation and construction drawings for exact locations of work areas that may contain hazardous materials.

END OF SECTION 02 26 00

Selective Demolition

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SECTION 02 41 19

SELECTIVE DEMOLITION

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Demolition and removal of existing roofing material and related roof accessories.

2. Salvage of existing items to be reused or reinstallation.

1.2 DEFINITIONS

A. Remove: Detach items from existing construction and dispose of them off-site unless indicated to be salvaged or reinstalled.

B. Remove and Salvage: Detach items from existing construction, in a manner to prevent damage, and deliver to the State ready for reuse and store.

C. Remove and Reinstall: Detach items from existing construction, in a manner to prevent damage, prepare for reuse and reinstall where indicated.

D. Existing to Remain: Leave existing items that are not to be removed and that are not otherwise indicated to be salvaged or reinstalled.

E. Dismantle: To remove by disassembling or detaching an item from a surface, using gentle methods and equipment to prevent damage to the item and surfaces; disposing of items unless indicated to be salvaged or reinstalled.

1.3 MATERIALS OWNERSHIP

A. Unless otherwise indicated, demolition waste becomes property of Contractor.

B. Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones and their contents, commemorative plaques and tablets, and other items of interest or value to the State that may be uncovered during demolition remain the property of the State.

1. Carefully salvage in a manner to prevent damage and promptly return to the State.

1.4 PREINSTALLATION MEETINGS

A. Predemolition Conference: Conduct conference at Project site.

1. Inspect and discuss condition of construction to be selectively demolished.

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2. Review structural load limitations of existing structure.

3. Review and finalize selective demolition schedule and verify availability of materials, demolition personnel, equipment, and facilities needed to make progress and avoid delays.

4. Review requirements of work performed by other trades that rely on substrates exposed by selective demolition operations.

5. Review areas where existing construction is to remain and requires protection.

6. Review location for staging area with the State.

1.5 INFORMATIONAL SUBMITTALS

A. Submit demolition plan describing the sequence, methods and equipment proposed for accomplishing the demolition work. Demolition work shall not commence until the State has accepted the demolition plan.

B. Schedule of Selective Demolition Activities indicating the following:

1. Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity. Ensure State's on-site operations are uninterrupted.

2. Interruption of utility services. Indicate how long utility services will be interrupted.

3. Coordination for shutoff, capping, and continuation of utility services.

4. Coordination of State's continuing occupancy of portions of existing building and of State's partial occupancy of completed Work.

5. Means of protection for items to remain and items in path of waste removal from building.

C. Predemolition Photographs or Video: Show existing conditions of adjoining construction, including finish surfaces, that might be misconstrued as damage caused by salvage and demolition operations.

D. Landfill Records: Indicate receipt and acceptance of hazardous wastes by a landfill facility licensed to accept hazardous wastes.

1.6 QUALITY ASSURANCE

A. Demolition Firm Qualifications: An experienced firm that has specialized in demolition work similar in material and extent to that indicated for this Project.

B. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of the State.

1.7 FIELD CONDITIONS

A. Conduct demolition operations and the removal of debris to ensure no interference with building occupants.

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B. Timing: No part of the removal work shall commence until the State has been notified (through the State Construction supervisor) at least 72 hours in advance of the proposed start of removal, and such times have been approved.

C. Occupancy: State will occupy building during construction. Coordinate with State representative to schedule. Submit construction schedule for review.

D. Notify State of discrepancies between existing conditions and Drawings before proceeding with selective demolition.

E. Hazardous Materials: Present in buildings and structures to be selectively demolished.

A report on the presence of hazardous materials is on file for review and use. Examine report to become aware of locations where hazardous materials are present.

1. Hazardous material remediation is specified elsewhere in the Contract

Documents.

2. Do not disturb hazardous materials or items suspected of containing hazardous materials except under procedures specified elsewhere in the Contract Documents.

3. State will provide material safety data sheets for suspected hazardous materials that are known to be present in buildings and structures to be selectively demolished because of building operations or processes performed there.

F. Historic Areas: Demolition and hauling equipment and other materials shall be of sizes that clear surfaces within historic spaces, areas, rooms, and openings, including temporary protection, by 12 inches or more.

G. Storage or sale of removed items or materials on-site is not permitted.

H. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations.

1. Maintain fire-protection facilities in service during selective demolition operations.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

B. Standards: Comply with ANSI/ASSP A10.6 and NFPA 241.

2.2 MATERIALS

A. Material forming portions of permanent structure designated for demolition shall become the Contractor’s property and the Contractor shall be responsible for their removal, unless otherwise indicated or specified to be salvaged.

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PART 3 - EXECUTION

3.1 INSPECTION

A. General: Prior to performance of demolition operations, make inspection and report defects and structural weaknesses of construction designated for demolition of adjacent structures and other improvements to remain. Survey existing conditions and determine extent of selected demolition required.

B. Unsatisfactory Conditions: If unsatisfactory conditions exist, then do not commence demolition operations until such conditions have been corrected. Coordinate correction procedures with the State Construction Supervisor.

3.2 EXAMINATION

A. Verify that utilities have been disconnected and capped before starting selective demolition operations.

B. Review Project Record Documents of existing construction or other existing condition and hazardous material information provided by State. State does not guarantee that existing conditions are same as those indicated in Project Record Documents.

C. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict. Promptly submit a written report to the State.

D. Survey of Existing Condition: Record of existing conditions by use of preconstruction photographs.

1. Before selective demolition or removal of existing building elements that will be reproduced or duplicated in final Work, make permanent record of measurements, materials, and construction details required to make exact reproduction

E. Perform surveys as the Work progresses to detect hazards resulting from selective demolition activities.

F. Verify that hazardous materials have been remediated before proceeding with building demolition operations.

3.3 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS

A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage.

B. Contractor shall provide State 72 hours advance notice and coordinate any shut down of utilities.

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3.4 PROTECTION

A. Temporary Protection: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

1. Provide protection to ensure safe passage of people around selective demolition area and to and from occupied portions of building.

2. Provide temporary weather protection, during interval between selective demolition of existing construction on exterior surfaces and new construction, to prevent water leakage and damage to structure and interior areas.

3.5 SELECTIVE DEMOLITION, GENERAL

A. General: Comply with ANSI A10.6, NFPA 241 and as required by the Contract documents; the more restrictive and higher quality shall govern.

B. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

C. Remove items designated for demolition within the limits of work indicated and as required to perform the work of this Contract. Do not remove anything beyond the limits of work indicated without prior written approval of the State. If in doubt whether to remove an item, obtain approval of the State prior to proceeding.

D. Remove materials carefully, to the extent indicated and as required, providing for neat and orderly junctions between existing and new materials.

E. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, or framing.

F. Dispose of demolished items and materials promptly.

G. Removed and Reinstalled Items:

1. Clean and repair items to functional condition adequate for intended reuse. Paint equipment to match new equipment.

2. Protect items from damage during transport and storage.

3. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated.

H. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by State, items may be removed to a suitable, protected storage location during selective demolition and reinstalled in their original locations after selective demolition operations are complete.

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3.6 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS

A. Roofing: Remove no more existing roofing than what can be covered in one day by new roofing and so that building interior remains watertight and weathertight.

1. Remove existing roof membrane, flashings, copings/fascia, and roof accessories.

2. Remove existing roofing system down to roof deck substrate.

3.7 DISPOSAL OF DEMOLISHED MATERIALS

A. General: Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain State's property, remove demolished materials from Project site and legally dispose of them in an EPA-approved landfill.

1. Do not allow demolished materials to accumulate on-site.

2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

3. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level in a controlled descent.

B. Burning: Do not burn demolished materials.

C. Dispose of hazardous materials in accordance with Section 02 82 00 “Asbestos Remediation,” and Section 02 83 33 “Removal and Disposal of Material Containing Lead.”

D. Disposal: Transport demolished materials off State's property and legally dispose of them.

3.8 FIELD QUALITY CONTROL

A. Following performance of the work, make inspection and report defects and structural weaknesses of structures partially demolished, cut or removed; of adjacent structures;

and other improvements remaining.

B. State’s construction Supervisor will accompany the Contractor before and after performance of the work to confirm the physical condition of structures and improvements involved.

3.9 CLEANING

A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began.

END OF SECTION 02 41 19

REMOVAL AND DISPOSAL OF MATERIAL CONTAINING LEAD

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PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: Minimum requirements for hazardous materials handling, control, and removal activities, as applicable, including, but not necessarily limited to:

1. Hazardous materials controls.

2. Handling and disposal of lead-containing materials.

3. Renovation associated with access to hazardous materials.

B. Related Sections

1.2 REFERENCES

A. American Society for Testing and Materials (ASTM)

1. E84: "Test Method for Surface Burning Characteristics of Building Materials."

2. E119: “Standard Method for Fire Tests of Building Construction and Materials.”

B. American National Standards Institute (ANSI)

1. Z9.2: “Fundamentals Governing the Design and Operation of Local Exhaust Systems.”

2. Z41.1: “Men’s Safety Toe Footwear.”

3. Z86.1: “Commodity Specification for Air.”

4. Z87.1: “Practice for Occupational and Educational Eye and Face Protection.”

5. Z88.2: “Practices for Respiratory Protection.”

6. Z88.6: “Respiratory Protection - Respiratory Use Physical Qualifications for Personnel.”

7. Z89.1: “Requirements for Industrial Head Protection.”

SECTION

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C. National Fire Protection Association (NFPA)

1. Standard 10: “Fire Extinguishers.”

2. Standard 70: “National Electric Code.”

3. Standard 701: "Small Scale Fire Test for Flame Resistant Textiles and Films."

D. California Department of Industrial Relations, Division of Occupational Safety and Health (Cal/OSHA)

1. Title 8 California Code of Regulations (8 CCR) Section 5144 - Respiratory Protection.

2. Title 8 CCR Section 1532.1 – Lead Construction Standard.

3. Title 8 CCR Section 1670 - Fall Protection.

4. Title 8 CCR Sections 3203 and 1509 - Injury and Illness Prevention Program.

E. United States Department of Housing and Urban Development (HUD): Guidelines for the

Evaluation and Control of Lead-Based Paint Hazards in Housing,” referred to as the “HUD Guidelines.

F. California Department of Public Health (CDPH) Title 17, California Code Of Regulations, Division

1, Chapter 8 Accreditation, Certification, and Work Practices For Lead-Based Paint and Lead Hazards.

G. United States Department of Transportation (USDOT) regulations included in 49 Code of Federal Regulations (CFR) Parts 173, 178 and 179.

1.3 DEFINITIONS

A. Abatement: as defined by the CDPH for lead hazards work, includes any set of measures designed to reduce or eliminate lead hazards.

B. Activity Class/Category - Lead: Occupational Safety and Health Administration (OSHA) and California OSHA (Cal/OSHA) Lead hazard designations assigned to work activities that involve lead-containing materials. Activities that fall into Classes (Trigger Tasks) I through III, including as examples the operations defined below, are required to assume the following personal airborne exposure levels, unless otherwise demonstrated.

1. Activity Class I; air exposure less than (<) 100 micrograms per cubic meter (µg/m3).

a. Surface clean-up of lead-containing dust or debris using either HEPA vacuum or wet methods;

b. Heat gun removal of any surface coating;

c. Manual scraping and manual demolition.

2. Activity Class II; air exposure greater than (<)100 µg/m3) and <500 µg/m3.

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a. Spray painting with lead-based paints; Manual demolition of structures (e.g. drywall, plaster, etc.);

b. Manual sanding, grinding, needle gunning, chiseling, hammering, wire brushing, milling or scraping of lead-based coatings;

c. Power tool cleaning with dust collection systems (specifically high-efficiency particulate air [HEPA] filtration and collection shroud)

3. Activity Class III; air exposure >500 µg/m3.

a. Abrasive blasting of any coated surfaces;

b. Welding on any coated surfaces;

c. Torching or cutting or any coated surfaces; and

d. Torch burning of any coated surfaces.

e. Using lead mortar;

f. Lead burning;

g. Rivet busting;

h. Power tool cleaning without dust collection systems;

i. Clean-up of dry abrasive; and

j. Abrasive blasting enclosure movement and removal

C. Certified Lead Worker: includes those who do lead-related construction work activities on a work site under the directions of a Certified Lead Supervisor, including:

1. Removal, disposal of or abatement of loose and peeling lead-based paints (LBP) as defined by HUD, including scraping, demolition or other Cal/OSHA Activity 1 through 3 work as defined above.

2. Removal or repair of lead plumbing.

3. Repainting or general construction on surfaces painted with LBP.

4. Removal, enclosing or covering of lead-contaminated soils.

D. Certified Lead Supervisor: includes those who supervise daily work activities on a lead-related construction site, as well as supervision of repainting or general construction performed on surfaces with LBP where abatement is designed to permanently reduce or eliminate lead hazards for public (non-industrial) buildings or to last more than twenty (20) years. The Certified Lead Supervisor shall oversee the Certified Lead Workers, enforce lead-safe and safe work practices, and schedule and coordinate work site activities with the building owner, occupants, and/or other contractors and consultants.

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E. Competent Person: The Contractor shall have at least one competent person/supervisor who has DPH lead-related construction certification as a Supervisor in accordance with Title 8, CCR, §1532.1(l)(3) onsite at all times during lead-related work. This certification is being required to ensure that the Contractor has at least one person onsite with supervisory authority who is familiar with and knowledgeable about potential lead hazards and associated regulatory requirements.

F. Containment: as defined by the CDPH includes any system process or barrier used to contain lead hazards in a work area, including plastic sheeting and other lead-safe work practices as described in the HUD Guidelines, Chapter 8.

G. Lead Hazard Communication Training: The Contractor shall provide employee information/training prior to the time of initial job assignment in accordance with Title 8, CCR, §1532.1(l), including hazard communication training specifically addressing the hazards of lead, respirator training, and training in accordance with Title 8, CCR, §1510, Safety Instruction for Employees. Training shall have been conducted within the last year.

1.4 SUBMITTALS

A. Lead-Related Work:

1. Submit the following, prior to commencement of the lead-related work:

a. Worker documentation, including:

1) Current CDPH Certified Lead Supervisor training certificate.

2) Current lead awareness training certificates – workers.

3) Respiratory fit test records within the past twelve (12) months minimum, or in compliance with 8 CCR 5144.

4) Medical examination approvals for respirator use within the past 12 months, or in compliance with 8 CCR 5144.

5) Blood lead test within past 90 days.

b. Renovation Plan/Lead Compliance Plan prepared by a Certified Lead Supervisor, Certified Lead Project Monitor, or Certified Lead Project Designer including:

1) Detailed lead hazards control and management measures.

2) A detailed description of renovation methods involving LBP/Lead-Containing Paint

(LCP), locations and components where renovation is planned.

3) Instructions to maintain potential lead hazards in safe condition.

c. Safety data sheets for chemicals used.

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2. Submit the following, within five (5) calendar days of the request by the State or within five (5) calendar days of completion of the renovation or hazard control work.

a. Updated worker documentation, as needed.

b. Contractor periodic personal air-monitoring results.

c. Receipt and weight tickets from landfill operator or recycler, as applicable.

d. Waste profiling data (SW846, Soluble Threshold Limit Concentration [STLC], and Toxicity

Characteristic Leaching Procedure [TCLP], as applicable).

1.5 QUALITY ASSURANCE

A. Qualifications:

1. LCP/Renovation Work: The Contractor shall have a lead compliance plan and at least one competent person/supervisor who has CDPH lead-related construction certification as a Supervisor in accordance with Title 8, CCR, §1532.1(l)(3) onsite at all times during lead-related construction work. This certification is being required to ensure that the Contractor has at least one person onsite with supervisory authority who is familiar with and knowledgeable about potential lead hazards and associated regulatory requirements. However, CDPH certification of workers performing lead-related work is not required, provided that the Contractor employs sufficient engineering and work practice controls to maintain employee exposures to airborne lead below the Cal/OSHA 8-hour Time-Weighted Average (TWA) Permissible Exposure Limit

(PEL).

a. The Contractor shall provide employee information/training prior to the time of initial job assignment in accordance with Title 8, CCR, §1532.1(l), including hazard communication training specifically addressing the hazards of lead, respirator training, and training in accordance with Title 8, CCR, §1510, Safety Instruction for Employees. Training shall have been conducted within the last year.

2. Lead Hazard/Renovation Work: Only qualified persons with CDPH approved Lead Worker training, current medical examinations and approval for the use of respiratory protection, and current fit testing of respirators under the direct supervision of a CDPH approved Lead Abatement Supervisor shall engage in work defined under Cal/OSHA regulation 8 CCR 1532.1 affecting LBP and lead construction hazards, including but not limited to:

a. Working in an environment where lead in air exposures exceed the Cal/OSHA lead 8-hour

TWA PEL of 10 µg/m3.

b. Abating LBP, including but not limited to abatement of loose and peeling LBP, renovation and disposal of concrete-encased primed structural steel and/or stripping of lead coatings from structural steel prior to torching or welding.

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B. Regulatory Requirements: The Contractor shall be alerted to and familiar with the following laws and regulations regarding the hazards, control measures, management, characterizing, transport and disposal of hazardous wastes:

1. Lead Hazard/Abatement Work/Renovation Work: All labor, materials, facilities, equipment, services, employees and training, and testing necessary to perform the work required for lead abatement, demolition, renovation, decontamination, hazard control, and disposal of waste shall be in accordance with these Specifications and the most current regulations, including but not limited to:

a. United States Environmental Protection Agency (USEPA) National Ambient Air Quality

Standards (NAAQS), as applicable (40 CFR 61).

b. OSHA (inclusive of OSHA 29 CFR 1926.62, 29 CFR 1926.59, and 29 CFR 1910).

c. Cal/OSHA (inclusive of Cal/OSHA 8 CCR 1532.1).

d. California Environmental Protection Agency (Cal/EPA)/California Department of Toxic Substances Control (DTSC), Title 22, as relevant.

e. CDPH (17 CCR Sections 35001 -36100).

f. Other applicable federal, state, and local governmental regulations pertaining to lead hazards and lead waste.

C. Meetings:

1. Pre-Construction or Pre-Renovation Meeting:

a. Prior to any renovation work, the Contractor is to attend a pre-construction meeting to be attended by representatives of the State, the State’ Consultant, the Contractor, the Hazardous Materials Abatement Subcontractor, and other Subcontractors whose work may be affected. The meeting agenda shall include the following considerations:

1) Review of the Specifications and Plans in detail related to the renovation and hazards work. All conflicts and ambiguities, if any, shall be discussed.

2) Review the project conditions, schedule, construction sequencing, Renovation application requirements, and quality of completed work.

3) Review in detail the means of protecting adjoining areas, protect of Contractor’s, Subcontractor’s, States’ workers, and completed work during the renovation activities.

4). Pre-job submittals requirements.

5). Site security requirements.

2. Weekly Meetings: At the State’ option, renovation projects extending over one week in length may require attendance of the Contractor at a weekly progress meeting. The purpose of these meetings is to review renovation and project scheduling, coordination with other trades, security and site-specific requirements.

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1.6 TIME LIMITATION AND DELAY CHARGES

A. Complete all lead and other hazard work specified in this Section in no more than the allotted calendar days or work shifts as outlined in the Contract Documents.

1. In the event of failure to complete the Work of this Section within the specified time, the

Contractor shall pay liquidated damages in the amount of one thousand dollar ($1,000.00) per calendar day for each day of delay in completion of work beyond the number of days specified in the Contract Documents. The specified amount of liquidated damages represents the State’ estimate of costs which include, but are not limited to, those of the State and the State’ Consultant for observations and inspections, daily air monitoring, equipment, transportation, and analysis charges which would be incurred by the State after the number of calendar days specified for completion of the Work of this Section.

PART 2 - PRODUCTS

2.1 LEAD RELATED WORK - MATERIALS AND EQUIPMENT

A. Protective Devices:

1. Polyethylene drop cloths and dust barriers, temporary wash stations, disposable clothing, respirators, gloves, hard hats, and other required items.

2. Respirators shall protect against lead and other appropriate dusts, fumes and mists as approved by:

a. The Mine Safety and Health Administration (MSHA).

b. The National Institute for Occupational Safety and Health (NIOSH) under provisions of

30 CFR Part 11.

B. Sealants and Polyethylene Sheeting:

1. Polyethylene sheeting shall be flame-retardant and approved and listed by the State Fire Marshal in accordance with Section 13121 and/or 13144.1 of the California Health and Safety Code.

a. Thickness and Size: 6-mil thick minimum, unless otherwise specified, sized to minimize the frequency of joints.

b. Flammability: Comply with NFPA Standard 701 with a flame spread rating of no greater than five (<5) and a smoke development rating of no more than seventy (<70) when tested in accordance with ASTM E84 procedures.

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C. Sealing Tape shall conform to the following:

1. 2-inches or wider, capable of sealing joints of adjacent sheets of polyethylene and attaching polyethylene sheet to finished or unfinished surfaces or similar materials.

a. Tape shall be capable of adhering under dry and wet conditions, including use of amended water.

b. Preservation Sealing Tape: Type specifically designed for adhering to critical or sensitive surfaces without damage to surface; 3M or equal.

c. Spray adhesives shall not contain methylene chloride or methyl chloroform

(1,1,1-trichloroethane) compounds.

d. Fire resistant sealants shall be compatible with concrete, metals, wood, cable jacketing and other materials capable of preventing fire, smoke, water and toxic fumes from penetrating through sealants.

1) Sealants shall be asbestos free and shall have a flame spread, smoke and fuel contribution of zero.

2) Sealants shall be ASTM- and UL-rated for three (3) hours for standard method of fire test for firestop systems.

D. Provide waste receptacles that meet federal and State regulations.

E. Paint Removers shall conform to the following:

1. Non-flammable removing solvents or gels, with a flash point above one-hundred-and-forty-degrees Fahrenheit (>140 deg. F.).

2. Solvent waste shall not result in the generation of hazardous waste as described under 22 CCR, Division 4.

3. Removers shall not contain methylene chloride, halogenated hydrocarbons, or any of the following glycol ethers.

Common Name Abbrev. CAS# Chemical Name ethylene glycol methyl ether EGME 109-86-4 2-methoxyethanol ethylene glycol methyl ether acetate EGMEA 110-49-6 2-methoxyethyl acetate ethylene glycol ethyl ether EGEE 110-80-5 2-ethoxyethanol ethylene glycol ethyl ether acetate EGEEA 111-15-9 2-ethoxyethyl acetate ethylene glycol dimethyl ether EGDME 110-71-4 1,2 dimethoxyethane ethylene glycol diethyl ether EGDEE 629-14-1 1,2 diethoxyethane diethylene glycol DEG 111-46-6 2,2 dihydroxyethyl ether diethylene glycol methyl ether DEGME 111-77-3 2-(2-methoxyethoxy) ethanol diethylene glycol ethyl ether DEGEE 111-90-0 2-(2-ethoxyethoxy) ethanol diethylene glycol dimethyl ether DEGDME 111-90-6 bis(2-methoxyethoxy) ether triethylene glycol dimethyl ether TEGDME…