SPECIFICATIONS
California Department of Corrections and Rehabilitation
Folsom State Prison Represa, California Re-Roof Old Powerhouse Vocational Building
Construction Drawings Submittal
March 27, 2017
Volume 1of1 Divisions 00 through 09 THIS PAGE LEFT INTENTIONALLY BLANK SPECIFICATIONS Califomia Department of Corrections and Rehabilitation Folsom State Prison Re-Roof Old Powerhouse Vocational Building March 27, 2017
OSFM File Number: 03-34-44-0001-027 WIMS Number: 69716 Volume 1of1 Divisions 00 through 09
00 01 00 - 1 THIS PAGE LEFT INTENTIONALLY BLANK CALIFORNIA DEPARTMENT OF CORRECTIONS AND REHABILITATION
Folsom State Prison Re-Roof Old Powerhouse Vocational Building
300 PRISON ROAD REPRESA, CA 95671
SPECIFICATIONS
March 27, 2017
Ken Yamauchi THIS PAGE LEFT INTENTIONALLY BLANK HY Architects CDCR Folsom State Prison 4722.000 Re-Roof Old Powerhouse Vocational Building Bid Package##
DOCUMENT 00 0105
CERTIFICATIONS PAGE
CLIENT AGENCY: CALIFORNIA DEPARTMENT OF CORRECTIONS AND REHABILITATION
LOCATION: Folsom State Prison Old Powerhouse Vocational Building
LEAD CONSULTANT: Firm: HY Architects Project Manager: Kristopher Maddox [email protected] Telephone Number: (530) 758-1270 Fax Number: (530) 758-4789
The Technical Specifications and Working Drawings have been prepared by or under the direct supervision of the following design professionals, licensed in the State of California:
HY Architects Buehler & Buehler Structural 4602 2nd Street Engineers, Inc. Davis, CA 95618 600 Q Street, Suite 200 Phone: (530) 758-1270 Sacramento, CA Fax: (530) 758-4789 Phone: (916) 443-0303 Fax: (916) 443-0313
ARCHITECT STRUCTURAL ENGINEER
CERTIFICATIONS PAGE CDCR-SDD 20151207 00 01 05 -1 Backcheck#l - MARCH 27, 2017 HY Architects CDCR Folsom State Prison 4722.000 Re-Roof Old Powerhouse Vocational Building Bid Package ##
CLIENT AGENCY: CALIFORNIA DEPARTMENT OF CORRECTIONS AND REHABILITATION
LOCATION: Folsom State Prison Old Powerhouse Vocational Building
REGULATORY REVIEWS:
The Technical Specifications and Working Drawings have been reviewed by the following regulatory reviewers:
APR 0 6 2017
Approval of this plan does not authorize or Approval of this plm does oot authorize or spproye a~ve any omission or deviation from aDDHCable regulatiOns. Final approval is s~ anrommisslonordaviatiohnm ~~, tO field ~on. One set Of approved Diana shal be aviffable on the project tJte at alf timll. Reviewed by J .n... .f.. •l!J ·17 •111>
STATE FIRE MARSHAL ACCESS COMPLIANCE
OSHPD OTHER
END OF SECTION
CERTIFICATIONS PAGE CDCR-SDD 20151207 00 01 05 - 2 Backcheck#l - MARCH 27, 2017 JOB CDCR FSP ReRoof Powerhouse Bldg BUEHLER & BUEHLER JOB NO. 2016-0288 DATE 12/20/2016 STRUCTURAL ENGINEERS, INC. CLIENT ~H-'-Y-'------BY MTT SHEET NO. --"------
Powerhouse Vocational Education Building
Wind Load Analysis
Area 3 ( 120 psf)
&··~·····
Area 3 Area 1 (60 psf) (120 psf)
Table 30.4-1 Steps to Determine C&C Wind Loads for Enclosed and Partially Enclosed Low-Rise Buildings
Step 1: Determine risk category, see Table 1.5-1 Risk Ill per CDCR DCG Step 2: Determine the basic wind speed, V, for applicable risk 115 MPH category, see Fig. 26.5-lA, B, or C Step 3: Determine wind load parameters: > Wind directionality factor, Kd, see Section 26.6 and Table Kd =0.85 26.6-1 > Exposure category B, C, or D, see Section 26.7 Exposure C > Topographic factor, Kz1, see Section 26.8 and Fig. 26.8-1 K1z = 1.0 > Enclosure classification, see Section 26.10 Enclosed > Internal pressure coefficient, ( GCp;), see Section 26.11 and Table 26.11-1 Step 4: Determine velocity pressure exposure coefficient, Kz or K,,, see Kh =0.90 Table 30.3-1 2 Step 5: Determine velocity pressure, q,,, Eq. 30.3-1 qh = 0.00256 KhKz1KdV = 25.9 psf Step 6: Determine external pressure coefficient, (GCp) A 2 GC 1 8 P2a = 4 7 psf suction P2 = 58 psf 90 psf > Walls, see Fig. 30.4-1 ______. rea a p = - . > Flat roofs, gable roo~s, hip roofs, see Fig. 30.4-2 Area 3 GCP =-2.8 p = 73 psf suction p = 91 psf 120 psf > Stepped roofs, see Fig. 30.4-3 3 3 > Multispan gable roofs, see Fig. 30.4-4 - 14/66 - 0 21 > Monoslope roofs, see Fig. 30.4-5 ~ r - - ·
> Sawtooth roofs, see Fig. 30.4-6 Area 1 GC = P1 = 20 psf suction p1 = 25 psf 60 psf > Domed roofs, see Fig. 30.4-7 P > Arched roofs, see Fig. 27.4-3 note 4 0.85(-0. 7-0.21) = -0. 77 Step 7: Calculate wind pressure, p, Eq. 30.4-1 Area 2b GCP = -1.8 P2b =47 psf suction P2 =58 psf 90 psf
_____S_te_n_.g.__th_v_al_u_e_s __~J With Factor Use J of Safety Factory Mutual uses a Safety Factor of 2 on ASD loads. To convert Strength loads to ASD loads divide by Load Factor of 1.6 Factor Strength by 2/1.6 = 1.25 then round up.
HY Architects CDCR Folsom State Prison 4722.000 Re-Roof Old Powerhouse Vocational Building Bid Package ##
SECTION 00 0110
TABLE OF CONTENTS
PROCUREMENT AND CONTRACTING REQUIREMENTS GROUP
DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS 00 01 00 Project Title Page 00 01 05 Certifications Page Structural Wind Load Calculations 00 01 10 Table of Contents 00 01 15 List of Drawing Sheets
Bidding Requirements
To Be Included With Bid Package
Contract Forms
To Be Included With Bid Package
Conditions of the Contract
To Be Included With Bid Package
SPECIFICATIONS GROUP
GENERAL REQUIREMENTS SUBGROUP
DIVISION 01 - GENERAL REQUIREMENTS
01 11 00 Summary of Work 01 31 19 Project Meetings 01 32 00 Scheduling 01 33 00 Submittal Procedures 01 33 23 Shop Drawing, Product Data, and Samples 01 33 50 Certificate of Product Compliance 01 35 43 Environmental Procedures 01 35 53 Security Procedures 01 41 00 Regulatory Requirements 01 42 00 References 01 43 39 Mockups 01 45 00 Quality Control 015000 Temporary Facilities and Controls 015213 Field Offices and Sheds 01 65 00 Product Delivery Requirements 01 71 23 Field Engineering 01 73 29 Cutting and Patching 01 74 19 Construction Waste Management and Disposal 01 78 23 Operation and Maintenance Data
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FACILITY CONSTRUCTION SUBGROUP
DIVISION 02 - EXISTING CONDITIONS
02 41 00 Demolition 02 82 13 Asbestos & Lead Abatement 02 81 00 Transportation and Disposal of Hazardous Materials
DIVISION 03 - CONCRETE
(Not Used)
DIVISION 04 - MASONRY
(Not Used)
DIVISION 05 METALS
(Not Used)
DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
06 10 00 Rough Carpentry
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 22 00 Roof and Deck Insulation 07 54 19 Polyvinyl-Chloride (PVC) Roofing 07 60 00 Flashing and Sheet Metal 07 90 00 Joint Protection
DIVISION 08 - OPENINGS
(Not Used)
DIVISION 09-FINISHES
09 90 00 Painting and Coating
DIVISION 10 - SPECIAL TIES
(Not Used)
DIVISION 11 - EQUIPMENT
(Not Used)
DIVISION 12 - FURNISHINGS
(Not Used)
DIVISION 13 - SPECIAL CONSTRUCTION
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(Not Used)
DIVISION 14 - CONVEYING EQUIPMENT
(Not Used)
DIVISION 15 -RESERVED
DIVISION 16 -RESERVED
DIVISION 17 - RESERVED
DIVISION 18 - RESERVED
DIVISION 19- RESERVED
FACILITY SERVICES SUBGROUP
DIVISION 20 - RESERVED
DIVISION 21 - FIRE SUPPRESSION
(Not Used)
DIVISION 22 - PLUMBING
(Not Used)
DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)
(Not Used)
DIVISION 24 - RESERVED
DIVISION 25 - INTEGRATED AUTOMATION
(Not Used)
DIVISION 26 - ELECTRICAL
(Not Used)
DIVISION 27 - COMMUNICATIONS
(Not Used)
DIVISION 28 - ELECTRONIC SAFETY AND SECURITY
(Not Used)
DIVISION 29 - RESERVED
SITE AND INFRASTRUCTURE SUBGROUP
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DIVISION 30 - RESERVED
DIVISION 31 - EARTHWORK
(Not Used)
DIVISION 32 - EXTERIOR IMPROVEMENTS
(Not Used)
DIVISION 33 - UTILITIES
(Not Used)
DIVISION 34 -TRANSPORTATION
(Not Used)
DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION
(Not Used)
DIVISION 36 - RESERVED
DIVISION 37 - RESERVED
DIVISION 38 - RESERVED
DIVISION 39 - RESERVED
PROCESS EQUIPMENT SUBGROUP
DIVISION 40 - PROCESS INTEGRATION
(Not Used)
DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT
(Not Used)
DIVISION 42 - PROCESS HEATING, COOLING, AND DRYING EQUIPMENT
(Not Used)
DIVISION 43 - PROCESS GAS AND LIQUID HANDLING, PURIFICATION, AND STORAGE EQUIPMENT
(Not Used)
DIVISION 44 - POLLUTION AND WASTE CONTROL EQUIPMENT
(Not Used)
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DIVISION 45 - INDUSTRY-SPECIFIC MANUFACTURING EQUIPMENT
(Not Used)
DIVISION 46 - WATER AND WASTEWATER EQUIPMENT
(Not Used)
DIVISION 47 - RESERVED
DIVISION 48 - ELECTRICAL POWER GENERATION
(Not Used)
DIVISION 49 - RESERVED
END OF SECTION
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SECTION 00 01 15
LIST OF DRAWING SHEETS
SHEET NO. SHEET TITLE
T0.1 TITLE SHEET Al.O SITE PLAN A2.0 DEMOLITION ROOF PLAN A2.1 REMODEL ROOF PLAN A4.0 REMODEL ELEVATIONS A5.0 REMODEL SECTIONS A8.0 EXISTING ROOF CONDITIONS A9.0 ROOF DETAILS S2.1 ROOF FRAMING PLAN
END OF SECTION
LIST OF DRAWING SHEETS CDCR-SDD 20141120 00 0115- 1 Backcheck#l - MARCH 27, 2017 THIS PAGE LEFT INTENTIONALLY BLANK HY Architects CDCR Folsom State Prison 4722.000 Re-Roof Old Powerhouse Vocational Building Bid Package ##
SECTION 0111 00
SUMMARY OF WORK
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes: 1. Project Description. 2. Owner Furnished Contractor Installed Products. 3. Use of Premises. 4. Contractor's Acceptance of Other Work.
B. Related Sections: 1. Refer to requirements of Division 0.
1.2 PROJECT DESCRIPTION
A. The project site is located at CDCR Folsom State Prison, 300 Prison Road, Represa, CA 95671.
B. The CDCR has contracted or will contract with multiple other contractors for the construction of the Re-Roof for the Old Powerhouse Vocational Building. See paragraph 1.7 in this Section for the work of other contractors.
C. Work Covered by Contract: Remove existing Old Powerhouse Vocational Building roofing and replace with a fully adhered PVC roofing system including vapor barrier, rigid insulation, and protection board.
1.3 DEFINITIONS
A. CFCI: Contractor Furnished, Contractor Installed.
1.4 SUB MITT ALS
A. Submit in accordance with Sections 01 33 00 and 01 33 23.
B. Submit information on proposed lay down area in accordance with paragraph 1.6.F.
C. Submit proposed crane movement plan in accordance with paragraph 1.6.I.
1.5 USE OF PREMISES
A. Access to the site is available from the date of Notice to Proceed until the CDCR Representative determines that all work under this contract is complete. If deemed warranted by CDCR correctional staff, suspicious vehicles may be stopped and/or searched for security reasons.
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B. Confine operations within the limits of designated construction areas unless otherwise approved.
C. Contractor must protect roads used to access work during the period of this Contract. Contractor must restore damaged roads to their original condition at time of commencement of work.
D. Limit vehicular access to the construction site to company vehicles of Contractor and subcontractors. Company vehicles must be plainly marked on both sides of the exterior with Contractor's name and/or company symbol.
E. Confine material storage, shop areas, equipment yards, and employee parking within designated areas unless otherwise directed by CDCR Representative.
F. Laydown Area(s): 1. Request from CDCR Representative the assignment of a lay down area( s) within the area indicated on the Drawings. a. Only the area actually required by the Contractor will be assigned for the Contractor's use. b. Enclose laydown area(s) within a temporary fence in conformance with Section 01 50 00 and as approved by the CDCR Representative. c. Laydown area( s) may be located inside or outside of the secure perimeter as approved by CDCR Representative. d. Locate Contractor's site offices within Contractor's laydown area outside the secure perimeter. 2. The area assigned to the Contractor may be improved by the Contractor for their use. a. Electric power is available as indicated at the Contractor's expense. b. Telephone service is available as indicated at the Contractor's expense. c. Submit plan for area development for approval. Do not begin development prior to approval. d. Do not contaminate the soil during occupancy of the area. e. Upon termination of occupancy, return area to its original condition. Obtain CDCR Representative's acceptance of vacated area.
G. Heavy Vehicular Equipment: 1. Where transportation across the site of equipment over 10,000 pounds gross weight is necessary for Contractor's operations, submit plan of proposed route for approval by CDCR Representative. 2. Do not move equipment without approved plan. 3. Contractor is responsible for the cost and repair of all damage created by the movement of heavy vehicles and equipment.
H. Crane Movement: 1. Plan: a. Submit within 60 days of date of Notice to Proceed. b. Review and coordinate crane access plans based on actual site conditions and site underground utility plans. c. Contractor is responsible for the cost and repair of all damage created by the movement of its crane and equipment. d. CDCR Representative will review plan.
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e. Revise plan as required by CDCR Representative and resubmit. f. Approved plan will be retained by CDCR Representative. 2. Movement: a. Crane movement is not allowed prior to approval of crane movement plan without written permission of CDCR Representative. b. Crane movement must be in accordance with approved plan.
PART 2 PRODUCTS- NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
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SECTION 01 25 00
SUBSTITUTION PROCEDURES
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes: 1. Definitions. 2. Substitution Submittal Procedures. 3. Substitution Construction Procedures. 4. Notice of Request for Substitution.
B. Related Sections: 1. General Conditions 2. Section 01 11 00- Summary of Work. 3. Section 01 33 00 Submittal Procedures. 4. Section 01 33 23 - Shop Drawing, Product Data, Samples. 5. Section 01 65 00 - Product Delivery Requirements.
C. SUBSTITUTION SUBMITTALS: Submit in writing, in accordance with requirements set forth in General Conditions, Section 00 72 06, on form provided as 0 I 25 00 - Attachment A, Notice of Request for Substitution. Notice of Request for Substitution must include complete data substantiating compliance of proposed substitution with Contract.
D. Notice requesting substitution, along with supporting documentation, must be submitted no later than specified in General Conditions, Section 00 72 06.
E. Substitution requires written concurrence by CDCR Representative prior to use in the Project.
F. A Substitution request constitutes a representation that the Contractor: I. Has investigated proposed substitution and determined that it meets or exceeds the quality level required to achieve operating efficiency and effectiveness of the specified material, product, thing, or service, and is otherwise equal or superior in all respects, including aesthetics, to that specified or otherwise indicated in Contract Documents. 2. Will provide the same warranty for the substitution as for the specified material, product, thing, or service. 3. Will coordinate installation and make changes to other Work which may be required for the Work to be compatible with substrates and adjacent materials, and complete in all respects with no additional cost to the State. 4. Waives claims for additional costs or time extension which may subsequently become apparent.
G. Substitution requests must include a statement indicating the substitution's effect on the Construction Schedule. Indicate the effect of the proposed substitution on overall Contract Time and, as applicable, on completion of portions of the Work for use by CDCR or for work under separate contracts by CDCR.
H. Substitution Submittal Procedure:
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1. Limit each request to one proposed substitution. 2. Submit shop drawings, product data, and certified test results attesting to the proposed equivalence. 3. CDCR Representative will notify Contractor, in writing, of decision to approve or reject request.
I. If Notice of Request for Substitution is approved, submit required submittals under provisions of Sections 01 33 00 and 01 33 23.
J. If Notice of Request for Substitution is rejected or not approved, use item specified or otherwise indicated in Contract Documents. Submit required submittals under provisions of Sections 01 33 00 and 01 33 23.
PART 2 PRODUCTS-NOT USED
PART 3 EXECUTION
3.1 INSTALLATION PROCEDURES
A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitution at no additional cost to the State.
END OF SECTION
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SECTION 012500 -ATTACHMENT A
NOTICE OF REQUEST FOR SUBSTITUTION
Substitution Request No.: ------
In accordance with the Conditions of the Contract and the provisions of Section 01 25 00, we hereby submit for consideration, this Notice of Request for Substitution for the following material, product, thing, or service:
Section Paragraph Specified Item
Proposed Substitution:------
The following supporting information is attached: [ ] Product Data including model numbers and descriptions. [ ] Certified test results attesting to equivalence. [] Product/material samples. [] Other: ______~
Reason for proposed substitution: [ ] Specified or indicated item is unavailable. [ ] Significant cost reduction. Actual dollar savings to the State if substitution is accepted: $ ______[ ] Significant quality difference without cost change. [] Other: ______
Submitted and Certified By:
CONTRACTOR:
Signature Date
Name (Print) Title
Firm Name
Address Phone
City, State, Zip FAX
Received: Date CDCR Representative
[ ] Recommended: [] Rejected: Date Architect of Record
[ ] Approved: [] Rejected: Date CDCR Project Director
END OF SECTION 012500 -ATTACHMENT A
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SECTION 01 3119
PROJECT MEETINGS
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes 1. Preconstruction conference. 2. Weekly Contractor meetings. 3. Weekly coordination meetings. 4. Preinstallation conferences.
1.2 PRECONSTRUCTION CONFERENCE
A. Location 1. A preconstruction conference will be held at the Work Site. 2. Location, time, and date will be set by CDCR Representative.
B. Contractor and major subcontractors must attend the conference.
C. The meeting will be chaired, and minutes taken, by CDCR Representative.
D. The subjects to be reviewed include, but are not limited to: 1. Introduction. 2. Construction Coordination. 3. Correspondence. 4. Submittals. 5. Permits. 6. Dust Control. 7. Schedule. 8. Survey Control. 9. Contractor's Representative. 10. Testing and Inspection. 11. Contractor Reporting Requirements. 12. Changes and Clarifications. 13. Clean-up. 14. As-Built Documents. 15. Prevailing Wage Requirements. 16. Environmental Protection, Plan and Procedures. 17. Temporary Facilities Construction. 18. Notice of Labor Disputes. 19. Progress Payments. 20. Site Regulations. 21. Security. 22. Operation and Maintenance Data. 23. Training Requirements. 24. General Discussion.
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1.3 WEEKLY CONTRACTOR MEETINGS
A. Once a week during the Contract period, Contractor must meet at the Work Site with the CDCR Representative.
B. Time and location of the meeting will be determined during the Preconstruction Conference.
C. The CDCR Representative will serve as chairman and take minutes of meetings.
D. Topics for discussion will include schedule, requests for information, disputed items, Potential Change Order (PCO) and Change Order (CO) status, Quality control, submittals, exception notices, and other topics as required.
1.4 WEEKLY COORDINATION MEETINGS
A. Once a week during the Contract period, the Contractor along with the contractors for other Bid Packages must meet at the Work Site with the CDCR Representative.
B. Time and location of the meetings will be determined by the CDCR Representative.
C. The CDCR Representative will serve as chairman and take minutes of meetings.
D. Topics for discussion will include upcoming closures, coordination of construction activities, and other topics of interest to all parties.
1.5 PREINSTALLATION CONFERENCES
A. Convene a preinstallation conference for items of Work contained in each Division of the Specifications, each trade within the Division, and each subcontractor within the Division. 1. Convene a preinstallation conference prior to commencing the Work of the Section, trade, or subcontractor. 2. Require attendance of each subcontractor and each trade directly affecting or affected by the Work within the Division. 3. Convene additional conferences when required by individual Section. 4. Prepare an agenda, preside over the conference, and record minutes, and distribute copies within two days after the conference to participants, with two copies to the CDCR Representative. 5. Review conditions of installation, coordination, preparation, approved submittals, Contract Documents, and means and methods planned to be used to perform the Work.
B. Within 45 days after Notice to Proceed, submit a proposed list of preinstallation conferences, and items of Work to be covered, for approval by the CDCR Representative.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
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SECTION 01 32 00
SCHEDULING
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes: 1. Administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following: a. Submittals. b. Quality Assurance. c. General Scheduling Requirements. d. Preliminary Contract Schedule. e. Contract Schedule. f. Technical Requirements. g. Update of Accepted Contract Schedule. h. Revised Contract Schedule. i. Recovery Schedule. J. Short Interval Schedule. k. Time Impact Analysis. 1. As-Built Schedule.
B. Related Sections: 1. Section 01 33 00 - Submittal Procedures 2. Section 01 35 53 - Security Procedures
1.2 SUBMITTALS
A. Preliminary Contract Schedule.
B. Contract Schedule.
c. Schedule Updates.
D. As-built Schedule.
E. Schedule Revisions.
F. Resume of Project Scheduler.
G. Other Schedules as may be required.
1.3 QUALITY ASSURANCE
A. Pre-scheduling Conference: 1. Convene a Pre-Schedule Meeting with the CDCR Representative to review methods and procedures related to the Preliminary Contract and Contract Schedules, including, but not limited to, the following:
SCHEDULING CDCR-SDD 20141021 01 32 00 -1 Backcheck#l - MARCH 27, 2017 HY Architects CDCR Folsom State Prison 4722.000 Re-Roof Old Powerhouse Vocational Building Bid Package ##
a. Provide verification that the personnel planned to develop and update the Schedule have proper qualifications. b. Review dates established in the Contract Documents and other Milestones of important events. c. Discuss constraints, access issues, Work restrictions, and security procedures. d. Discuss sequencing, phasing, Work stages, area separations, interim Milestones, and CDCR's requirements for activation activities and use prior to acceptance, if any. e. Review timeline of mobilization activities on the Project Site, including notices, permits and time to acquire, set up and occupy the field office(s). f. Review Schedule general and technical requirements. g. Review Schedule for Work of CDCR's separate contracts and interface points with other contracts. h. Review processes and procedures for updating of Schedule and progress evaluation. I. Review delivery durations and dates for CDCR-fumished products. J. Review procedures and durations for commissioning, startup and close-out. k. Review procedures for assessing Schedule impacts, Schedule delays, and time extensions. 1. Data exchange and communications. 2. The Pre-scheduling conference must be attended by all of the Contractor's key Project personnel, listed Subcontractors and accepted Project Scheduler.
1.4 GENERAL SCHEDULING REQUIREMENTS
A. The term "Schedule(s)" refers to the Preliminary Contract, Contract Schedule and any variations, revisions or updates thereof.
B. The Contractor will develop and maintain the Schedule for the scope of Work contained in the Contract Documents. The Schedule will be used to: 1. Assure adequate planning, scheduling, and reporting during execution of the construction and related activities so they may be prosecuted in an orderly and expeditious manner, within the Contract Time and the Milestones stipulated by the Contract Documents; 2. Assure coordination of the Work of the Contractor and the various Subcontractors and suppliers at all tiers; 3. Form the basis of preparation and evaluation of the Contractor's monthly progress payments; 4. Monitor the progress of the Work and evaluate potential schedule impacts of proposed changes to the Contract Documents; and, 5. Assist in detecting problems for the purpose of taking corrective action and to provide a mechanism or tool for determining and monitoring such corrective actions.
C. In developing the Schedule, the Contractor will be responsible for assuring that Subcontractor Work at all tiers, as well as Contractor's own Work, is included in the Schedule and well coordinated in a logical and reasonable plan of the Work.
D. Time is of the essence. The Work will be prosecuted such that it will ensure meeting the specified Contract Time. By execution of the Agreement, the Contractor represents that he has analyzed the Work, the materials and methods involved, the systems of the building, availability of qualified labor, restrictions of the Project Site, constraints imposed, their own
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workload and capacity to perform the Work, and agrees that the specified times are reasonable considering the existing conditions prevailing in the locality of the Work, including weather conditions, and other factors, with reasonable allowance for variations from average or ideal conditions.
E. The Preliminary Contract and Contract Schedules must be developed utilizing the Precedence Diagramming Method. The Contractor must use the latest version of Primavera P6 Enterprise Project Portfolio Management for scheduling the Work.
F. Milestones 1. The Milestone completion dates indicated are considered essential to the satisfactory performance of this Project and to the coordination of all Work therein. 2. Milestone dates will not be changed by submission of a Schedule that shows earlier or later completion dates, unless specifically authorized by a Change Order.
G. Float Time I. Total Float is the number of days by which an activity may be delayed without adversely affecting the Milestone completion date(s). Total Float is measured in reference to the Milestone date( s ), and not the latest calculated Schedule finish date. 2. Longest Critical Path is the longest series of dependent activities within the Schedule that determines when the Work of a Milestone or the entire Work of the Project is complete. 3. A Critical Activity is one whose Total Float is equal to or less than zero, and whose Early Finish dates are equal to or later than the Late Finish dates by which it must be performed for the Project to complete by the Milestone date(s). A Critical Activity may or may not be on the Longest Critical Path. 4. Project Float is the number of Days between the Contractor's Scheduled date for completion of the Work as indicated by its Longest Critical Path, and the Contract Time specified for the completion date of the Milestone. 5. Float is not for the exclusive use or benefit of either the Contractor or CDCR. Float time will be apportioned according to the needs of the Project and as accepted by CDCR. 6. An Early Completion Schedule is one that reflects earlier completion than the Contract final milestone completion date. In the event the Contractor submits an Early Completion Schedule, the difference between the Schedule's calculated completion and the final Milestone completion date will be considered part of the available Project float and will be subject to the float sharing requirements set forth herein. The Contractor will not be entitled to any Contract Time extensions, or extended jobsite expenses on account of any delays to the Schedule early completion dates unless all Project float has been consumed and performance of the Work extends beyond the Milestone dates. 7. CDCR reserves the right to issue a Change Order revising the Contract Time and associated Milestones to those indicated in the Contractor's Early Completion Schedule. 8. The use of float suppression techniques such as preferential sequencing, special lead/lag logic restraints, unjustifiably extended activity durations, or constrained dates is not allowed and will be grounds for rejection of the Contract Schedule or any revisions or updates thereto.
H. The Contractor must engage its major Subcontractors in the development and updating of all submitted Schedules and receive their buy-in on the Schedule prior to submittal.
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I. The Contractor must submit, for CDCR's approval, the resume of their proposed Project Scheduler who will be responsible for developing, maintaining and providing Time Impact Analyses of the Schedules. The Project Scheduler must be proficient in CPM scheduling using Primavera P6 software, have demonstrated experience in Projects with similar scheduling complexity and requirements, and be capable of fulfilling the requirements of this Section.
J. Acceptance by CDCR of the Contractor's Schedule does not relieve the Contractor of any responsibility whatsoever for the accuracy or feasibility of the Schedule, or of the Contractor's ability to meet the Contract Time or Milestone dates, nor does such acceptance acknowledge or admit the reasonableness of the activities, logic, durations, manpower, or cost-loading of the Contractor's Schedule.
K. Failure by the Contractor to include any element of Work required for performance of the Work or failure to properly sequence the Work will not excuse the Contractor from completing all Work within the Contract Time, regardless of CDCR's Acceptance of the Contract Schedule.
1.5 PRELIMINARY CONTRACT SCHEDULE
A. Within fourteen (14) Days after the date of the NTP, the Contractor must submit, for CDCR's review, a Preliminary Contract Schedule. This Schedule must show detailed activities for Work to be completed in the first ninety (90) Days of the Project. All Work planned to be performed during the remainder of the Project performance period may be represented by summary activities.
B. The Preliminary Contract Schedule must indicate Milestones for the Project and define the following: 1. Proposed procurement activities to be accomplished during the first ninety (90) Days of the Project. Procurement activities must include product data and/or shop drawing submittals, submittals review and approval as well as fabrication and delivery of key and long lead procurement elements. 2. Proposed construction activities to be accomplished during the first ninety (90) Days of the Project. For those activities, activity durations must be in units of whole working days and must be limited to a maximum of fifteen (15) working days for each activity, unless otherwise specified herein. 3. Summary activities not included above, which are necessary to properly indicate the approach to scheduling the remaining Work areas or phases of the Work. The Work for each phase or area must be represented by at least one summary activity such that they cumulatively indicate the entire Work. The approximate cost and duration for each summary activity must be shown on the Preliminary Contract Schedule.
C. The Preliminary Contract Schedule must conform to the requirements in Paragraph 1. 7 of this Section.
D. The cost-loaded Preliminary Contract Schedule accepted by CDCR must be used as the Accepted Schedule of Values for progress payments during the first sixty (60) Days of the Project while the Contract Schedule (discussed hereafter) is being developed and accepted.
E. The Preliminary Contract Schedule must be updated on a monthly basis while the Contract Schedule is being developed. The monthly updating of the Preliminary Contract Schedule
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must be consistent with the procedures and requirements described in Paragraph 1.8 of this Section.
F. The Accepted Preliminary Contract Schedule must be used for the review of time extension request(s) during the first ninety (90) Days of the Project while the Contract Schedule is being developed.
G. Within seven (7) Days after receipt by CDCR of the Preliminary Contract Schedule, CDCR will make recommendations to the Contractor as to adjustments to the Preliminary Contract Schedule. These recommendations, if accepted by both CDCR and Contractor, will be incorporated into the development of the Contract Schedule. The Contractor must provide a response to the concerns of CDCR, to its satisfaction, before the submittal of the Contract Schedule.
H. Once accepted by CDCR, the Preliminary Contract Schedule will form the basis of the initial Accepted Contract Schedule.
1.6 CONTRACT SCHEDULE
A. Within forty five (45) Days following Notice to Proceed, Contractor must submit to CDCR a proposed Contract Schedule in CPM format.
B. The proposed Contract Schedule must conform to the requirements in Paragraph 1. 7 of this Section. The Contractor must use the Accepted Preliminary Contract Schedule and CDCR comments thereon as the basis for the Contract Schedule.
C. The proposed Contract Schedule will be reviewed in the following manner: 1. Within fourteen (14) Days after receipt by CDCR of the proposed Contract Schedule, CDCR will notify the Contractor of any concerns it may have in regard to the Schedule. 2. If CDCR questions the Contractor's proposed activities, logic, durations, manpower, or cost loading, the Contractor must, within seven (7) Days after receipt of CDCR's request, provide a satisfactory revision to, or adequate justification for, these activities, logic, durations, manpower, or cost-loading to the satisfaction of CDCR. 3. Upon the Contractor addressing the comments and Contract Schedule requirements to the satisfaction of CDCR, the CDCR will accept the proposed Contract Schedule and it will then be considered the Accepted Contract Schedule. 4. In the event the Contractor fails to define any element of Work, activity or logic and CDCR's review does not note this omission or error, such omission or error, when discovered by the Contractor or CDCR, must be corrected by the Contractor and immediately submitted to CDCR as a schedule revision request (see Paragraph 1.9) and will not affect the Contract Time.
D. Accepted Contract Schedule 1. The Accepted Contract Schedule will be used as the baseline to evaluate all Work yet to be performed and subsequent updates to the Contract Schedule. 2. No activity is to be deleted from the initial Accepted Contract Schedule. In the event that an activity is no longer appropriate to the plan, either by change order or otherwise, it must be statused with "zero duration" as of the date such determination is made and offsetting cost adjustment made as required to balance within the activity's cost account. 3. Redistribution of costs between activities will not be allowed, except after submission of a schedule revision request and with the written approval of CDCR.
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4. Acceptance by CDCR of the Contractor's Contract Schedule will be a condition precedent to the making of any progress payments after the first ninety (90) Days of the Contract. 5. Upon Acceptance of the Contract Schedule by CDCR, the cost-loaded values of the Schedule will be used as the Accepted Schedule of Values for determining progress payments. Monthly progress payments will be based upon infonnation developed during the monthly Schedule Update progress. The computer-produced cost report must be structured to directly roll up to the accepted billing summary and will be utilized by CDCR for verification of the progress payment request submitted by the Contractor. 6. The cost-loaded values for detailed activities planned to be performed during the first ninety (90) Days after the NTP, as reflected by the CDCR accepted Preliminary Contract Schedule, must remain unchanged in the Contract Schedule. Cost-loaded values for summary activities occurring thereafter must be further detailed in the Contract Schedule.
E. The initial Contract Schedule submission must reflect the Contractor's initial "plan of execution" as contemplated at the date of the Notice to Proceed, with no regard for actual progress or conditions encountered through the preparation time for its submittal.
F. If requested by CDCR, the Contractor must furnish a written narrative of the Contractor's determination of durations and or sequence of Critical Activities. Such explanation must include the number of crews, crew composition, number of shifts per day, number of hours in a shift and the number of work days per week.
1.7 TECHNICAL REQUIREMENTS
A. General: 1. Milestone dates must be adhered to and must be clearly identified on the Schedule. 2. Milestone dates must not be changed without the written consent of CDCR via an executed Change Order 3. Agreement Start Milestones must be constrained by "Start On or Before", or "Start No Earlier Than" constraints. 4. Agreement Completion Milestones must be constrained by "Finish On or Before" constraints. 5. "Mandatory", "Start On", and "Finish On" constraints will not be allowed. 6. All other phasing & sequencing requirements prescribed in the Contract Documents must be represented by the use of appropriate constraints, as agreed to by CDCR.
B. Scope Definition: 1. Activities scheduled to occur in the first ninety (90) Days in the Preliminary Contract Schedule and the entire Contract Schedule must be developed to an acceptable level of detail that is adequate for progress monitoring and payment evaluation, as determined by CDCR. The level of detail of the Contractor's Schedule will be a function of the complexity of the Work involved. Construction activities must represent the continuous work of a single crew in a defined Work area or location and have duration of no longer than fifteen (15) work days, unless otherwise accepted by CDCR. Non-construction activities (such as procurement, fabrication, etc.) may have durations in excess of fifteen (15) work days. 2. Activity descriptions must be unique, full, clear and readily identifiable from Construction Documents.
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3. Activity IDs must be alpha-numeric, indicating the activity's building, area and location. 4. Indicate a responsibility code for each activity. Responsibility for each activity must be identified with a single performing organization, typically the Subcontractor name. 5. If requested by CDCR Representative, the Schedule activities must also be assigned a code indicating the relevant Specification Section or drawing number. 6. The Schedule must be organized in a Work Breakdown Structure as agreed by CDCR to assist in understanding work flow and sequencing. 7. The Schedule must reflect the entire scope of Work required by the Contract Documents, including but not limited to: a. Submittal & Procurement activities as set out under Paragraph C below. b. Field testing of equipment and materials. c. Detailed activities for mobilization, all temporary and preparatory Work necessary before the commencement of construction activities. d. A finish milestone type activity denoting the "dry-in' of each building. e. All construction of mock-ups, and prototypes and/or samples. f. Work by CDCR: Include a separate activity for each portion of Work performed by CDCR. g. Separate activities for CDCR furnished products. h. Separate activities for submittals, fabrication & delivery and installation of Contractor-Furnished-Contractor-Installed ( CFCI) and Owner-Furnished- Contractor-Installed (OFCI) items. i. Activities for Furnishings, Fixtures & Equipment (FFE) installation, whether performed by the Contractor or CDCR. j. Complete startup, testing and commissioning sequence at each building I major area, including but not limited to: final utility connections, start-up & pre functional testing of equipment/system, testing & balancing for water I air system, functional performance testing and building flush-out. The schedule must include all testing activities conducted by or authorities having jurisdiction. Allow a minimum of fifteen ( 15) working days for startup, testing and commissioning at each building I major area. k. All close-out activities including: 1) Preparation and submittal of operations and maintenance manuals and as-built documents; 2) Demonstration and training; 3) Final cleanup; 4) CDCR pre-final inspection, Contractor certification of Milestone Completion Date, punch list development, Contractor's correction of punch list, CDCR final inspection at each building I major area as may be applicable. Activity duration for punch list development and punch list correction must be no less than fourteen (14) Days and twenty one (21) Days, respectively.
C. Submittals: 1. The Schedule must identify detailed activities for the following: a. Preparation, review and approval of all Submittals which are key to timely and orderly completion of Work or as required by CDCR' s representative. b. Procurement Activities: for all long lead items and I or major items requiring a total duration for all tasks below of more than sixty ( 60) Days, the Schedule must show a sequence of activities, including: 1) Preparation of shop drawings and sample submissions.
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2) Review and approval of shop drawings and samples: Include review and re-submittal times specified in Section 01 33 00, Submittal Procedures, in the Schedule. Coordinate submittal review dates and durations in the Schedule with the Submittal Log. 3) All involved State or regulatory agency document reviews (deferred reviews) times and permits required for the performance of the Work. 4) Anticipated execution date of purchase order. 5) Shop fabrication time. 6) Delivery time.
D. Durations: I. Use "one workday" as the unit of time. Include list of nonworking days and holidays incorporated into the Schedule as a calendar. Calendars should account for all work hour restrictions, institutional holidays and security access requirements set forth under Section 01 35 53. 2. All activities whose durations are stipulated by the Contract Documents, as well as Milestones, must be Scheduled on a 7-day work week calendar 3. Proposed durations assigned to each activity will be the Contractor's best estimate of time required to complete the activity considering the scope and resources planned for the activity. However, activity durations and I or dates must not be resource driven.
E. Logic Network: I. Include all constraints, phasing or Work restrictions indicated in the Contract Documents. 2. All activity start and finish ends must be tied into the Schedule by logical restraints. The Schedule must only contain two (2) open ended activities: NTP with no predecessor relationship, and the latest completion Milestone with no successor relationship. 3. All activities requiring time to complete must be included in the Schedule as an activity (Cure time, etc.). 4. The Schedule must not include any Start-to-Finish relationships. 5. The Schedule must not include any negative lags or finish-to-start relationships with positive lag. Lags in Start-to-Start or Finish-to-Finish relationships must not exceed the duration of the predecessor or successor activity, respectively. 6. The Schedule's Longest Critical Path must be comprised of the anticipated controlling operations, which are most significant in nature and are key for completing the Work per the Milestone dates. 7. The number of critical and near critical activities must be kept to a minimum and must not exceed twenty (20) percent. A near Critical Activity is one who's Total Float value is less than twenty (20) working days. 8. With the exception of Milestones, the use of constraints that override Schedule calculated early or late dates will not be allowed. 9. Acceptance of the Schedule will not preclude CDCR from later rejecting what it deems to be float suppression. Correction of float suppression must be a prerequisite for consideration of any Milestone adjustment.
F. Weather: I. Normal inclement weather conditions, also referred to as anticipated weather days, will be considered and included in the planning and scheduling of all Work influenced by high or low ambient temperatures, wind, and I or precipitation to ensure completion of all Work within the Contract Time.
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2. Normal inclement weather conditions have been determined by an assessment of average historical climatic conditions using the preceding ten ( 10) year records published by the National Ocean and Atmospheric Administration (NOAA). All weather-sensitive activities must be assigned a Calendar that incorporates anticipated weather days as non-work days, in accordance with the Rain Days per month provided in the Supplementary Conditions. 3. A "Rain Day" will only be a day where rain precipitation is greater than 0.1 O" within a 24-hour period as measured at the weather station identified in Section 00 73 00 Supplementary Conditions. 4. No time extensions will be allowed due to precipitation unless Rain Days occurring during a month exceed the average number of Rain Days provided in the Supplementary Conditions. 5. No time extensions will be allowed due to inclement weather unless it impacts the Contract Time as demonstrated by a Time Impact Analysis prepared in accordance with Paragraph 1.12 of this Section. 6. Work must be planned to minimize the impact of rain and include the grading of the Work area, installation of dewatering pumps and provision of covers. 7. Keep drainage and dewatering systems operable 24 hours per Day and 7 Days each week throughout construction.
G. Cost Loading: 1. Schedule activities must be cost-loaded in whole dollars and the assigned dollar value of the Schedule activities must cumulatively equal the total Contract Price. The tasks and amounts in the cost-loaded Schedule will be utilized as the Accepted Schedule of Values for progress payment purposes. 2. Payment for Mobilization is governed by Public Contract Code 10264. Insurance and Bonds must be listed separately. Copies of paid invoices for bonds and insurance must be submitted with the Preliminary Contract Schedule for reimbursement. 3. Activities must only be assigned their respective direct costs and must not include any Contractor overhead and I or markups. The Schedule must identify a separate activity running throughout the Project duration with the budgeted cost of all of the Contractor's time-related overhead including, but not limited to jobsite expenses and indirect cost, home office overhead, profit and contingency. 4. Payment for overhead costs will be made on a time-related basis, where the percent earned through each Schedule Update's Data Date will equal the percent of time lapsed from the NTP with respect to the Final Completion Milestone. 5. Schedule procurement activities must not be cost-loaded. Material and equipment costs must be included in their respective installation activity( s) and identified separately as a Material type resource. Assigned Material and Equipment costs must not include any indirect costs. Any reimbursement of materials and equipment prior to their installation will be subject to the requirements of Section 00 72 08, Payments and Retention. 6. With the exception of Milestones and Submittal activities, any and all activities performed by the Contractor or any of its Subcontractors must be cost-loaded. 7. Excluding Material and Equipment costs, Schedule activities must not have individual dollar values in excess of $100,000. 8. The cost-loading of activities must be commensurate with the true value of labor, equipment and material. Unbalanced, inconsistent, or front-end loaded cost allocation is prohibited and will be grounds for rejection of the Contractor's Schedule. 9. The sum of all assigned costs for each Subcontractor must be equal to the value of their Subcontract with the Contractor.
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H. Resource Loading: 1. Contractor will assign manpower-loading for each construction activity in the Schedule. Activities' resource loading must be based on the Contractor's estimate used in pricing the Work. 2. Resources and labor (man-hours) allocated to each activity must be consistent with activity duration as well as scope and supported by the Contractor's estimate and industry standard estimating I productivity guides such as "Means" and/or "Walker's". 3. The Schedule activities must not be resource leveled or resource constrained.
I. Reports: for the Preliminary Contract and Contract Schedules, provide: 1. An electronic copy of Schedule in P6 format, and labeled to comply with requirements for submittals. Include type of Schedule (Preliminary Contract, Contract Schedule, Update or Revision), revision number and date on label. 2. Narrative explaining: a. The Schedule's general plan, sequencing and major crew rotation. b. Work restrictions and I or constraints accounted for in the Schedule. c. Adequate substantiation of critical and near-critical activities, identifying those to be performed by CDCR. d. The anticipated impact of weather delays on and how it has been accounted for in the Schedule. e. Assumptions used for activity durations, assumptions regarding crew sizes, equipment requirements and production rates. f. Any potential areas of concern or specific areas requiring coordination it may have identified. g. Any long-lead time materials or equipment in the Work. h. Major construction equipment intended for use on this Project's operations including types, number of units, unit capacities and the proposed time each piece of equipment will be on the job, keyed to the activities on which the equipment will be used i. Any proposed deviations from the Contract scheduling requirements with adequate justification. 3. Activity Table grouped by WBS and sorted by Early Finish, including Activity ID, Activity Name, Original Duration, Early & Late dates, Total Float, Calendar together with a color coded Gantt Chart (Red being Longest Critical Path, Green Being non critical) showing logic links. Activity Table must show subtotals per major area and Schedule Grand Totals. 4. Same report as described above, filtered for the Longest Critical Path activities only. 5. Activity Table listing Activity ID, Activity Name, Original Duration, Start & Finish dates, Total Float, Predecessors and Successors, together with a color coded Gantt Chart showing logic links. 6. Activity Table including Activity ID, Activity Name, Original Duration, Start & Finish dates, Total Float, Activity Budgeted Cost, Activity Budgeted Labor Units, and Responsibility Code together with a color coded Gantt Chart. Activity Table must show subtotals per major area and Schedule Grand Totals. 7. Manpower curve and histogram of Budgeted Labor hours per major Subcontractor per Month (Initial Submittal and when revised).
1.8 UPDATE OF SCHEDULE
A. Update pertains to, and is limited to, the posting of actual progress of all activities.
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B. Logic changes, Schedule of Values adjustments, addition or deletion of activities, modifications to activity original durations are all considered Schedule revisions and must be submitted separately in a Schedule Revision request.
C. On a monthly basis, the Contractor must meet with CDCR for the purpose of updating the Schedule. This updating process will be performed by CDCR and Contractor making an assessment of Schedule activity progress during a joint Project Site walkthrough with CDCR's representative.
D. Consistent with information recorded during the joint Project Site walkthrough, the Schedule must be updated with: 1. Actual Start and Actual Finish dates, consistent with dates provided by the Contractor's Daily Report. 2. Actual Start & Finish dates inserted into the Schedule must only be based on the activity's physical progress, irrespective of the dollar amount earned. Billing for stored materials and I or equipment does not constitute an Actual Start of an activity. 3. Activity Physical Percent Complete, based on the actual progress of the activity through the update Data Date. 4. Activity Remaining Duration and Duration Percent Complete. 5. Dollar amounts earned for each activity during the update period, which must be the product of the activity's budgeted cost and the Physical Percent complete through the update Data Date.
E. Once this information has been recorded, this data will be processed by computer by the Contractor, and will be used as the basis for the Contractor's monthly progress payment.
F. In addition to these monthly updates, interim updates may be performed on the Contract Schedule at the discretion of CDCR. While these interim updates will not be for payment purposes, the Contractor must provide such update data to CDCR as required to complete these updates.
G. Logical relationships between activities performed out of sequence during the month of the schedule update, must be adjusted after their completion to reflect the actual sequence and must be identified in the accompanying narrative report. Sequence revisions occurring beyond the Update's data date must be submitted to CDCR Representative per 1.9 C.
H. All executed Proposed Change Orders must be added to the Schedule Updates at an appropriate level of detail, including responsible Subcontractor, activity value and manpower, consistent with the executed Proposed Change Order
I. The Schedule update calculations must: 1. Retain the existing logic relationships when activities start or finish out-of-sequence. The use of "Progress Override" is prohibited; 2. Not be resource leveled. Activity dates and durations must not be driven by assigned resources; 3. Dissociate remaining duration from activity's Physical Percent Complete.
J. Neither acceptance, nor lack of CDCR's comment on a Schedule Update that shows late completion will modify the Contract Time or Milestones.
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K. Approved schedule revision requests and comments provided by CDCR representative on the preceding month's update must be incorporated into the schedule.
L. Upon finalization of the computerized Schedule update, the Contractor must submit the following reports for the processing of the Contractor's payment application: 1. An electronic copy of the Schedule Update in P6 format. 2. Activity Table including Activity ID, Activity Name, Original Duration, Remaining Duration, Physical Percent Complete, Start (Early or Actual Start), Finish (Early or Actual Finish), Total Float, Activity Budgeted Total Cost, Actual Period Cost, Actual Total Cost, Cost to Complete, together with a color coded Gantt Chart showing logic links. Activity Table must show subtotals per major area and Grand Totals. 3. Activity Table and Gantt Chart including Activity ID, Activity Name, Original Duration, Remaining Duration, latest Accepted Contract Schedule Start I Finish Dates & Total Float, current update Start I Finish dates & Total Float, and Finish Variance. Activity Table must show subtotals per major area and Grand Totals. 4. Narrative report describing: a. Actual Work performed during the reporting period. b. Any areas of concern, current or anticipated Schedule impacts and proposed corrective actions to mitigate those impacts. c. Corrected out-of-sequence occurrences in addition to any changes or deviations from the planned sequence as reflected in the Accepted Contract Schedule. d. Proposed revisions, including added or deleted Work that will be submitted before the next schedule update via a schedule revision request. e. The current Schedule's critical path Work and any changes thereto from the previous update. Review of Contractor's interface and coordination with other Work on the Project. f. A list of major construction equipment used on the Work during the reporting period and any construction equipment idle during the reporting period. g. A total number of labor by craft actually engaged on the Work during the reporting period, with such total stated separately as to office, supervisory, and direct labor per Subcontractor. 5. The current status of long lead items and equipment and critical material deliveries.
M. Progress Payments: 1. The submission and acceptance of progress updates and the cost reports calculating the value of Work done for any given pay period for each activity, based on the percentage complete for that activity, will be the basis for monthly progress payments. 2. The monthly updating of the Contract Schedule must be an integral part and basic element of the estimate upon which progress payments will be made. If, in the judgment of CDCR, the Contractor fails or refuses to provide information required to accomplish a complete Contract Schedule update, or has included unapproved revisions in the Schedule update, the Contractor will be deemed to have not provided the required estimate upon which progress payments may be made, and will not be entitled to progress payments until all necessary information has been provided to the satisfaction ofCDCR.
1.9 REVISED CONTRACT SCHEDULE
A. Updating the Contract Schedule to reflect actual progress will not be considered revisions to the Contract Schedule.
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B. If, as a result of the monthly Schedule Update, the Contract Schedule no longer represents the actual prosecution and progress of the Work, or if CDCR believes further Schedule detailing is necessary, upon CDCR's request, the Contractor must propose a Revised Contract Schedule, within ten ( 10) Days.
C. The Contractor may also request revisions to the Accepted Contract Schedule in the event the Contractor's planned performance methods are revised. If revisions to the Accepted Contract Schedule are contemplated, the Contractor must submit the proposed changes along with a written narrative of the proposed changes. If accepted by CDCR, these changes will be incorporated into the Contract Schedule.
D. Schedule revisions must be submitted utilizing a copy of the most recent Accepted Contract Schedule update as modified with proposed changes; a narrative explanation of the change(s); and a copy of a detailed comparison with the most recent CDCR Accepted Contract Schedule update detailing all proposed changes.
E. Upon acceptance, the revised Contract Schedule becomes the Accepted Contract Schedule and the basis for evaluating future progress payments, status, impacts, and I or changes.
1.10 RECOVERY SCHEDULE
A. If CDCR Representative determines that Contractor's progress is not sufficient to achieve completion of Work within the Milestone dates or any adjustments thereof, CDCR Representative may order the Contractor to do any or all of the following, at no cost to CDCR: 1. Furnish a plan and I or recovery Schedule, in Contract Schedule format, for improving progress and recovering the Contractor delays. 2. Take steps as necessary to improve progress and advise CDCR Representative thereof in writing. 3. Increase the personnel employed, add overtime operations, increase the number of shifts per Day, increase the capacity of construction equipment and plants, change sequence of operations, change methods of operation, or take other steps to improve progress and recover the Contractor's delays.
B. An order pursuant to the above will not be considered an order for Acceleration per Section 00 72 05.
1.11 SHORT INTERVAL SCHEDULE:
A. The Contractor must submit, on a weekly basis, a progress Schedule, hereinafter referred to as Short Interval Schedule, listing the activities in progress or completed during the previous week and the activities Scheduled for the succeeding two (2) weeks.
B. The Short Interval Schedule must be generated out of the Contract Schedule and include further details to provide a day-to-day plan of upcoming Work. All activities shown in this short interval Schedule must be identified by a corresponding Activity ID and Activity Description as shown in the Accepted Contract Schedule.
1.12 TIME IMPACT ANALYSIS
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A. In the event the Contractor encounters an excusable delay and intends to submit a request for time extension, the Contractor must furnish a Time Impact Analysis illustrating the impact of the change or delay on the Milestone durations. The Time Impact Analysis must be prepared in accordance with the requirements set forth below: 1. The impact must be represented by a sub-network of activities, hereinafter referred to as the Impact Fragnet that represents the scope of the change or delay. 2. The impact fragnet will be inserted into a copy of the latest Accepted Contract Schedule update prior to the onset of the impact's effect on the schedule. Said copy is defined as the "Impacted Schedule". 3. The impact fragnet must tie into the existing schedule activities that are immediately impacted by the change or delay. Every reasonable effort to mitigate the potential delay by either isolating its impact or planning "work-around" approaches to the Work must be considered and incorporated where deemed effective. 4. The Impacted Schedule must be calculated compared to the original Accepted Contract Schedule update used for the analysis to quantify the extent of the time adjustment due the Contractor. 5. The delay demonstrated by the Impacted Schedule must not exceed actual delay when the analysis is performed after the fact. The Impact Schedule must incorporate all actual dates and durations known as at the time of its submittal. 6. Correction of float suppression in the Impacted Schedule, as may be determined by CDCR, may be a condition precedent to any time adjustment determination. No time extension will be awarded unless the delay: 1) impacts the Longest Critical Path, 2) consumes all available Total Float of the Longest Critical Path whether expressly indicated by the Schedule or embedded in the remaining activity durations and I or sequence, and 3) extends the remaining performance period beyond the Project Milestone date(s). 7. The Contractor must provide adequate justification for the Impact Fragnet durations and linkages to the schedule activities. The Impacted Schedule, along with a narrative describing the foregoing must be submitted to CDCR for review. 8. If approved, the impact fragnet will become a permanent part of the Accepted Contract Schedule. The Contractor will not unilaterally make changes to the Accepted Contract Schedule to justify impacts without the approval of CDCR. 9. CDCR will not have any obligation to consider any time extension request unless the requirements of Section 00 72 05 and of this Section are met. CDCR will not be responsible or liable to Contractor for any constructive acceleration due to failure of CDCR to grant time extensions should Contractor fail to substantially comply with the submission requirements and the justification requirements of this Contract for time extension requests. 10. If the Contractor is requesting compensation for the delay, the TIA must demonstrate lack of concurrency with other non-excusable or non-compensable critical delays. To establish entitlement to compensation, all activity paths and their respective float must be examined. The Contractor must clearly demonstrate that but-for the CDCR caused delay, the Contractor could have finished the Work in accordance with the approved Contract Time.
1.13 AS-BUILT SCHEDULE
A. As a condition precedent to the release of retention and making final payment, submit an "As Built Schedule," as the last Schedule update showing all activities at 100 percent completion
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and indicating Actual Start and Finish Dates. This Schedule must reflect the sequence in which the Project was actually constructed.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
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SECTION 01 33 00
SUBMITTAL PROCEDURES
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes 1. Submittal Log. 2. Submittal Procedures. 3. Submittal Contents. 4. Submittal Quantities and Format. 5. Manufacturer's Instructions.
B. Related Sections and Documents 1. Section 01 31 19 - Project Meetings 2. Section 01 32 00 - Scheduling 3. Section 01 33 23 - Shop Drawings, Product Data, and Samples. 4. Section 01 33 50 - Certificate of Product Compliance 5. Section 01 41 00 - Regulatory Requirements. 6. Section 01 71 23 - Field Engineering. 7. Section 01 78 23 - Operation and Maintenance Data.
1.2 SUB MITTAL LOG
A. Within 45 days after Notice to Proceed, Contractor must furnish to CDCR Representative, an electronic version and four printed copies of the Submittal Log. The CDCR Representative will review and approve the Submittal Log or return it with comments for correction or revision.
B. Submittal Log must include all submittals required by the Contract Documents and include the following information for each of the Contractor's submittal packages: 1. Specification Section number and title. 2. Submittal Title I description of the Work covered. 3. Name ofresponsible entity (CONTRACTOR, CDCR, Subcontractor ... etc) 4. Submittal category (action or informational). 5. Provide written signatures of subcontractors indicating their review and approval of Submittal Log dates and information for their submittals. 6. Identify deferred submittals which must be reviewed by state departments other than CDCR and/or local regulatory agencies. 7. Identify critical and near critical submittals as defined in Section 01 32 00, Scheduling. 8. If Submittal is included in Contract Schedule per Section 01 32 00, the following additional information must also be included in Submittal Log: a. Corresponding Contract Schedule Activity ID/number. b. Contractor's scheduled date for submission of initial submittal package to CDCR Representative. c. Contractor's scheduled dates required for review, re-submittals and review of re submittals (when applicable).
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d. Identify procurement time in days, to procure items. e. Corresponding Contract Schedule activity(s) dependent on the submittal approval.
C. The approved Submittal Log must be updated on a weekly basis by the Contractor to reflect the current status of the submittals. 1. Contractor must provide a minimum of four copies of the updated Submittal Log to the CDCR Representative at Weekly Contractor meetings. 2. Contractor and CDCR Representative must jointly revise submittal log information to reflect actual submittals and correct dates which are not accurate.
1.3 SUBMITTAL PROCEDURES
A. Provide submittals as required in the individual Section.
B. Electronic submittals may be utilized by Contractor subject to the approval of the CDCR Representative. Contractor must assume responsibility for: 1. Confirming Electronic format compatibility with all required reviewers; 2. Providing all software; security; access and instructions/training/support required for use of any proprietary applications; 3. Compliance with all other applicable requirements of this Section.
C. Submittals not required will not be reviewed.
D. Submittals must be in the English language and numerical data must be in the system of units used as shown and specified.
E. Neither the review nor lack of review of any submittal will waive any of the requirements of the Contract, or relieve the Contractor of any obligations hereunder.
F. Make submittals promptly in accordance with the approved submittal log, and m such sequence as to cause no delay in the Work or in the work of any other contractor.
G. Number submittals sequentially, using alphabetic suffixes on resubmittals.
H. Each submittal must contain data representing only one specification Section.
I. CDCR Representative will review and return submittals within 20 days after receipt thereof, or within 20 days after receipt of all information necessary for such review, whichever is later. I. Review status will be marked "No Exception Taken", "Make Corrections Noted", "Revise and Resubmit", "Rejected", or "Not Reviewed". 2. Revise and resubmit within 15 days of return submittals marked "Revise and Resubmit" or "Rejected".
J. Regulatory Agency Submittals: Contractor must allow additional time for required regulatory agency submittal reviews and processing as follows: 1. Office of State Fire Marshal: six ( 6) weeks.
K. Distribute copies of the reviewed submittals to concerned parties. Instruct parties to promptly report inability to comply with provisions. Notify CDCR Representative of every such report.
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L. Do not begin Work covered by a submittal designated "Revise and Resubmit" or "Rejected". Contractor may begin Work covered by submittals marked "No Exceptions Taken" or "Make Corrections Noted" in accordance with review notes and comments or as otherwise approved by a regulatory agency.
1.4 SUB MITT AL CONTENTS
A. Submittals Must Contain: 1. Date of submission and dates of any previous submissions. 2. Project title and number. 3. Contract Identification. 4. Names of Contractor, supplier, and manufacturer. 5. Identification of the product, with the specification Section number. 6. Dimensions and values in units to match those indicated. 7. Field dimensions, clearly identified as such. 8. Relation to adjacent or critical features of the work or materials. 9. Applicable standards, such as ASTM or Federal Specification numbers. 10. Identification of revisions on resubmittals. 11. An 8 x 3-inch space for review stamps in the lower right hand comer of each page. 12. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of products, field measurements and field construction criteria, and coordination of the information within the submittal with requirements of the Work and of the Contract.
1.5 SUBMITTAL QUANTITIES AND FORMAT
A. Quantities 1. General: Submit [six (6)] Copies. Two (2) copies will be returned to Contractor. 2. Samples: a. Submit the number of samples indicated in the Section. b. Where no number is specified, submit [four (4)] samples. c. Two (2) samples will be returned to Contractor. 3. Operation and Maintenance Manuals: See Section 01 78 23. 4. Demonstration and Training: See Section 01 79 00. 5. The number of submittals may be adjusted for specific submittals as approved by the CDCR Representative.
B. Where Electronic submittal format is utilized, a PDF format file copy and two paper copies of the final approved submittal must be provided.
C. Submittals must be organized in identical order in all copies.
1.6 MANUFACTURER'S INSTRUCTIONS
A. Where any item of Work is required by the Contract to be delivered, stored, assembled, installed, started-up, adjusted, or finished in accordance with the Manufacturer's instructions, submit manufacturer's printed instructions.
B. Identify conflicts between manufacturer's instructions and the Contract. Report conflicts to CDCR Representative.
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PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
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SECTION 0133 23
SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes 1. Definitions. 2. Shop Drawings. 3. Product Data. 4. Samples.
B. Related Sections 1. Section 00 72 06 - Control of Work. 2. Section 01 32 00 - Scheduling. 3. Section 01 33 00 - Submittal Procedures. 4. Section 01 33 50 - Certificate of Product Compliance.
1.2 DEFINITIONS
A. Manufactured: Standard units, usually mass-produced.
B. Fabricated: Specifically assembled or made out of selected materials to meet design requirements.
C. Shop Drawings: Documents establishing the actual detail of manufactured or fabricated items, indicating relation to adjoining work, identifying what work is performed at the project site, and amplifying design details of mechanical and electrical equipment in proper relation to physical spaces in the structure.
D. Product Data: Manufacturer's standard drawings, descriptive literature, catalogs, brochures, performance and test data, wiring and control diagrams, installation/application instructions, other drawings and descriptive data pertaining to specified products.
1.3 SHOP DRAWINGS
A. Submit under provisions of Section 01 33 00.
B. Reproductions of Contract Drawings, Specifications, or portions thereof must not be used for shop drawing submittals.
C. Present information in clear and thorough manner.
D. Identify details by reference to Drawing and detail, schedule, or room numbers shown and specified.
1.4 PRODUCT DATA
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A. Submit under provisions of Section 01 33 00.
B. Clearly mark each copy to identify pertinent products and models. 1. Modify to delete inapplicable information. 2. Supplement standard information as required.
C. Indicate performance characteristics and capacities.
D. Show dimensions and clearances required.
E. Show wiring, piping diagrams, and controls.
1.5 SAMPLES
A. Submit under provisions of Section 01 33 00.
B. Submit samples of sufficient size to illustrate functional and aesthetic characteristics of the product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work.
C. Submit samples of finishes from the full range of manufacturer's standard colors, custom colors when specified, textures and patterns for selection.
D. Include identification on each sample with full project information.
E. Reviewed samples which may be used in the Work are indicated in individual Sections. 1. Only samples marked "No Exception Taken" may be incorporated into the Work. 2. Samples that were intended to be incorporated into the Work will be returned, together with a written notice designating the sample with the appropriate review status and indicating errors discovered on review. 3. Other samples will not be returned, but the same notice will be given, and such notice must be considered a return of the sample.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
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SECTION 01 33 50
CERTIFICATES OF PRODUCT COMPLIANCE
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes: 1. Submittal requirements for Certificates of Product Compliance.
B. Related Sections and Documents: 1. Section 00 72 06 - Control of Work. 2. Section 01 33 00 - Submittals. 3. Section 01 33 23 - Shop Drawings, Product Data and Samples.
C. DEFINITIONS
D. Certificate of Product Compliance: The form included at the end of this Section as 01 33 50 - Attachment A.
E. Product: For the purposes of the Certificate of Product Compliance, products may include products, materials, things, or services.
1.2 SUBMITTAL REQUIREMENTS
A. Submit under provisions of Section 01 33 00.
B. Submit Certificates of Product Compliance when, and only when, required by individual Specification Section.
C. Present information in clear and thorough manner.
D. Identify materials, products, things, or services by reference to applicable Specification Section Number and Paragraph.
E. Providing this certification does not relieve the Contractor of his contractual responsibility to provide the specified material, product, thing or service.
F. If products that have been previously certified per this section arrive on site and the CDCR Representative questions whether they meet Contract requirements, the Contractor will be required to submit product data, shop drawings, or other submittal materials as deemed necessary by the CDCR Representative to determine if the product does meet Contract requirements. If the CDCR Representative determines that the product does not meet Contract requirements, the Contractor must promptly remove the rejected product from the site and provide a full submittal for a replacement product as required by the applicable Specification Section and Section 01 33 00 Submittal Procedures. A Certificate of Product Compliance will not be accepted for the replacement product. Delays in the Work caused by the CDCR rejecting products deemed not meeting Contract requirements are the
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responsibility of the Contractor and do not relieve the Contractor of meeting the approved construction schedule.
G. Submit three Certificates for each item. Each Certificate must bear an original signature of an authorized representative of the Contractor. All Certificates will be retained; none will be returned.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
CERTIFICATE OF PRODUCT COMPLIANCE CDCR-SDD 20150420 01 33 50 - 2 Backcheck#l - MARCH 27, 2017 A/E Firm Name Institution Name A/E Project Number Project Name Bid Package ## - If Applicable
SECTION 01 33 50 -ATTACHMENT A
CERTIFICATE OF PRODUCT COMPLIANCE
Submittal Number: ______
We hereby submit certification for the following specified material, product, thing, or service:
Section Paragraph Specified Item
We certify that the above identified material, product, thing, or service wi11 be furnished as specified and that all model numbers, references and descriptions are accurate and cmTent. We have read and understand the requirements of the Contract for submittals, substitutions and consequences to the Work. We understand that, by submitting this Certificate, neither the Department nor the CDCR Representative has declined review rights. This certification does not waive our responsibility to provide the material, product, thing or service in compliance with the Contract.
Submitted and Certified By:
CONTRACTOR:
Signature Date
Name (Print) Title
Firm Name
Address Phone
City, State, Zip FAX
Received:
CDCR Representative Date
END OF SECTION 01 33 50 -ATTACHMENT A
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SECTION 01 35 43
ENVIRONMENTAL PROCEDURES
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes: 1. Potential Pollutants. 2. Spill prevention and control. 3. Temporary containment removal. 4. Non-storm water management.
B. Related Sections: 1. Refer to requirements of Division 00. 2. Section 01 31 19 - Project Meetings. 3. Section 01 50 00 - Temporary Facilities and Controls. 4. Section 01 74 19 - Construction Waste Management and Disposal. 5. Other 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 SUB MITT ALS
A. Submit under provisions of Section 01 33 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.
1.4 PRECONSTRUCTION CONFERENCE
A. In accordance with Section 01 31 19.
B. Review delivery routes, storage areas, spill prevention and clean up procedures, and training procedures.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Keep an accurate, current inventory of materials containing potential pollutants, delivered and stored onsite.
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B. Use personnel trained in spill prevention and emergency spill cleanup procedures to unload and store materials containing potential pollutants.
C. Store construction raw materials containing potential pollutants off the ground in designated areas in secondary containment structures or surrounded by earth berms away from storm drain inlets, waterways, and drainage paths. Store chemicals in their original labelled containers. Cover the materials with plastic tarps when not in use. 1. Store hazardous waste and materials in sealed containers; protect from vandalism. Place in areas that will be paved and surround the areas with earth berms. 2. Store reactive, ignitable, or flammable liquids in accordance with fire codes. 3. Store materials in a covered area during wet weather. 4. Small amounts of material may be secondarily contained in "bus boy" trays or concrete mixing trays.
D. Remove and dispose of residual materials and contaminated soil after construction is complete.
PART 2 PRODUCTS- NOT USED
PART 3 EXECUTION
3.1 SPILL PREVENTION AND CONTROL
A. Use secondary containment devices such as drain pans or drop cloths at all areas when fueling, removing, or changing fluids.
B. Place a stockpile of spill cleanup materials where it will be readily accessible.
C. Use personnel trained in emergency spill clean-up procedures.
D. Clean up leaks and spills immediately, in accordance with waste management regulations.
E. Clean up spills on paved surfaces with minimal water usage. 1. Clean small spills with cloths and larger spills with absorbent material. 2. After use, immediately send hazardous cleanup cloth materials to a certified laundry, or immediately remove and dispose as hazardous waste, in accordance with waste management regulations.
F. Do not hose down or bury dry material spills.
3.2 TEMPORARY CONTAINMENT REMOVAL
A. Remove all temporary containment structures, devices and equipment when directed by CDCR Representative. Clean and repair damage caused by installation and use of temporary work.
3.3 NON-STORM WATER MANAGEMENT
A. Minimize the use of water sprayed for dust control and irrigation, to avoid causing runoff and erosion.
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B. Remove sediment from dewatering operations using sediment basins. Filter sediment from sediment basins with a sump pit and perforated standpipe, wrapped in filter fabric, or a floating suction hose.
C. Discharge water, used for flushing and disinfection, into onsite detention basins or temporary earthen basins.
END OF SECTION
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SECTION 0135 43 -ATTACHMENT APARTIAL LIST OF POTENTIAL POLLUTANTS
1.1 Contractor must identify the pollutants present during construction and take the necessary measures to restrict their entry into the natural drainage system, based on the National Pollutant Discharge Elimination System (NPDES) applicable laws, codes and regulations.
1.2 Potential pollutants that may be used at the site and that have the potential to enter the storm water drainage system are included in the list below. This is not intended to be a complete list of categories, products and pollutants.
1.3 CONSTRUCTION SITE POTENTIAL POLLUTANTS
CATEGORY PRODUCT, ACTIVITY POLLUTANTS Adhesives Adhesives, Glues Phenolics, Formaldehydes Resins, Epoxy Synthetics Phenolics, Formaldehydes Calks, Sealers, Putty, Sealing Agents Asbestos, Phenolics, Formaldehydes Coal Tars (Naptha, Pitch) Benzene, Phenols, Naphthalene
Cleaners Polishes, (Metal, Ceramic, Tile) Metals Etching Agents Metals Cleaners, Ammonia, Lye, Caustic Sodas Acidity/Alkalinity Bleaching Agents Acidity/Alkalinity Chromate Salts Chromium
Plumbing Solder (Lead, Tin), Flux (Zinc Chloride) Lead, Copper, Zinc, Tin Pipe Fitting (Cut Shavings) Copper Galvanized Metals Zinc
Electrical Wiring Copper, Lead
Painting Paint Thinner, Acetone, MEK, Stripper VOC's Paints, Lacquers, Varnish, Enamels Metals, Phenolics, Mineral Spirits Turpentine, Gum Spirit, Solvents VOC's Sanding, Stripping Metals Paints (Pigments), Dyes Metals
Woods Sawdust BOD Particle Board Dusts Formaldehyde Treated Woods Copper, Creosote Floors & Flashing Copper, Aluminum Walls Drywall Dusts Tile Cutting (Ceramic Dusts) Minerals
Remodeling & Insulation Asbestos Demolition Venting Systems Aluminum, Zinc
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CATEGORY PRODUCT, ACTIVITY POLLUTANTS Air Insulation Asbestos Conditioning Coolant Reservoirs Freon & Heating
YardO&M Vehicle and Machinery Maintenance Oils and grease, Coolants Gasoline, Oils, Additives Benzene & Derivatives, Oils & Marking Paints (Sprays) Grease Grading, Earth Moving Vinyl Chloride, Metals Portable Toilets Erosion (Sediments) Fire Hazard Control (Herbicides) BOD, Disinfectants (Spills) Wash Waters Sodium Arsenite, Dinitro Rodenticides, Insecticides, Herbicides, Concrete, Oils, Greases Landscaping Planting, Plant Maintenance Pesticides, Herbicides, Nutrients & Excavation, Tilling Erosion (Sediments) Earthmoving Solid Wastes (Trees, Shrubs) BOD Exposing Natural Lime or Other Mineral Acidity/Alkalinity, Metals Deposits Aluminum Sulfate, Sulfur Soils Additives Fertilizers Revegetation of Graded Areas
Materials Waste Storage (Used Oils, Solvents, Etc.) Spills, Leaks Storage Hazardous Waste Containment Spills, Leaks Raw Material Piles Dusts, Sediments
Note: VOC =Volatile Organic Compounds. BOD = Biochemical Oxygen Demand due to the use of oxygen by decomposing materials.
END OF SECTION 01 35 43 - ATTACHMENT A
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SECTION 01 35 53
SECURITY PROCEDURES
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes: 1. Definitions. 2. Application. 3. Work hours. 4. Personnel. 5. Personnel Identification. 6. Access to Project Work Site. 7. Materials and Equipment. 8. Clothing.
B. Related Sections: 1. Refer to requirements of Division 00. 2. Section 01 11 00 - Summary of Work.
1.2 DEFINITIONS
A. Construction Personnel: Any individual person, employed directly or indirectly by the Contractor to perform work or provide services in connection with the Work of this Contract.
B. Construction Vehicle: A pickup truck, service truck or other commercial vehicle, licensed to operate on public roadways, which is owned by the Contractor or commissioned by the contractor, and has exterior markings identifying it with the Contractor or one of his subcontractors.
C. Personal Vehicle: a vehicle operated by Construction Personnel which is not classified as a Construction Vehicle.
D. Security Escort: A uniformed, CDCR correctional officer who is assigned to the Project to maintain required security procedures on the Project Work Site.
E. State Holidays: The State holidays currently observed by CDCR are listed below. Each year's holiday schedule will be available no later than January 1st of that year. Contractor may request a schedule at that time.
New Year's Day Labor Day Martin Luther King Jr. Day Veterans Day Presidents' Day Thanksgiving Day Cesar Chavez Day Day after Thanksgiving Memorial Day Christmas Day Independence Day
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Holidays falling on Saturday are typically observed on the preceding Friday, and Sunday holidays are typically observed on the following Monday.
F. Normal Work Hours: The hours during which the Contractor may perform work on the Project Work Site without requesting special approval from the CDCR representative. These hours may be impacted by prison lockdowns or other special situations.
G. Secure Perimeter: The permanent or temporary, security fencing around the perimeter of areas that have been secured for occupancy by inmates above Level I. The Secure Perimeter fencing may consist of double chain link fences enclosing a lethal electrified fence, or it may consist of non-electrified double chain link fences topped with razor wire. The Secure Perimeter may incorporate guard towers, sallyports, and/or electronic surveillance into its configuration.
H. State Prison Property: The entire grounds of the prison, including the area within the Secure Perimeter and the buffer area extending outside of the Secure Perimeter to the outer line of the State Prison Property. The outer line of the State Prison Property is delineated by a single chain link or barbed wire fence posted with a State Prison property warning sign every 50 yards.
I. Sallyport: A gated area in the Secure Perimeter, manned by custody officers, which all personnel and/or vehicles must use to enter and exit areas within the Secure Perimeter.
J. Level I: A classification system based on and inmate's security requirements. Level I inmates require the least amount of security considerations.
K. Project Work Site: All areas impacted by this construction contract.
L. Laydown Area: An area designated and approved by the CDCR Representative for specific use by Contractor and other personnel assigned to the project. The area must be enclosed by temporary fencing as approved by the CDCR Representative. See Section 01 11 00.
M. Contractor Trailer Area: An area outside of the Secure Perimeter where the construction trailers for the Contractor and CDCR personnel are located.
1.3 APPLICATION
A. The Contractor must comply with all security procedures for performing Work on State Prison Property.
B. This Section identifies requirements for working on State Prison Property.
C. Work for this project will occur entirely within the Secure Perimeter.
1.4 WORK HOURS
A. The Normal Work Hours for this project are the 8-hour period 6:00 a.m. to 2:00 p.m. Monday through Friday, excluding State Holidays. Normal Work Hours include any time to access the Project Work Site.
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B. Perform Work only during Normal Work Hours, unless otherwise approved by the CDCR Representative.
C. Submit in writing to the CDCR Representative, a minimum of 72 hours in advance, requests to work on the Project Work Site at times other than Normal Work Hours.
D. All costs for construction work on the Project Work Site outside of the Normal Work Hours must be borne by the Contractor. These costs may include Security Escort overtime, plant operations staff overtime, or other costs incurred by the State. Costs for Security Escorts required outside of the Normal Working Hours will be a minimum of $58 per hour, per officer, payable to the State or credited to the Contract by Change Order.
1.5 PERSONNEL
A. Only Construction Personnel approved by CDCR will be permitted on State Prison Property.
B. All Construction Personnel working on the Project Work Site must be at least 18 years of age.
C. Submit a list to the CDCR Representative of all Construction Personnel who will be working on the Project Work Site. 1. Include in the list: a. Full name, including middle name. b. Name of issuing state and number of driver's license or non-driver's identification card. c. Social Security number. d. Date of birth. e. Dates for which clearance is requested. 2. Maintain this list up to date and notify the CDCR Representative of all changes as they occur. 3. The CDCR Representative will coordinate this list with the Custody Officers at the security checkpoint for Construction Personnel requiring access into the Secure Perimeter.
D. Furnish to the CDCR Representative, a directory of all supervisory Construction Personnel with their emergency contact telephone numbers.
1.6 PERSONNEL IDENTIFICATION
A. All Construction Personnel requiring access inside the Secure Perimeter must sign the Primary Laws, Rules and Regulations (Attachment A) and complete the Gate Clearance Request (Attachment B). Both forms must be submitted by the Contractor to the CDCR Representative. A signed transmittal from the Contractor acknowledging which individuals they are requesting clearances for is to be provided to the CDCR Representative.
B. After receipt of the Primary Laws, Rules and Regulations and the Gate Clearance Request, with subsequent review and approval by CDCR, identification cards may be furnished to approved Construction Personnel. 1. Submit Primary Laws, Rules and Regulations Gate Clearance Request to CDCR Representative for processing with as much lead time as is possible in advance of date personnel are needed on site. 2. Allow a minimum of 15 working days for processing security clearances.
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C. Identification cards will take the form of: 1. A temporary CDCR identification card, valid for up to two years or the duration of the project, for full-time CDCR consultants including Construction Management personnel, State construction inspectors, and the Contractor's full-time management personnel (e.g, Project Manager, Site Superintendent and Foreman). 2. A gate clearance, valid for up to one year, for part-time or intermittent construction personnel.
D. Construction Personnel entering the Secure Perimeter, or other inmate-occupied areas of the Project Work Site, must have in their possession the identification card issued by CDCR, and must display on request, a valid driver's license or other pictured identification approved by the CDCR Representative.
E. In the event that Construction Personnel lose or forget an identification card, the supervisor of that person must immediately notify the CDCR Representative.
F. Temporary CDCR identification cards and gate clearances must be returned to the CDCR Representative at the completion of the Project, termination of employment, upon expiration, or upon request of the CDCR Representative for cause.
1.7 ACCESS TO PROJECT WORK SITE
A. Contractor must enter onto State Prison Property through the Main Gate and proceed to the designated parking area and Contractor Trailer Area. During Normal Work Hours, the Main Gate will be open to allow access to and from the Contractor Trailer Area. If justified for security reasons, correctional officers may stop a vehicle and request identification and/or conduct a search of the vehicle or personnel.
B. All vehicles on State Prison Property must be locked at all times when unattended. Ignition keys must be removed from vehicles not in use.
C. The Contractor must not bring the following items onto State Prison Property: 1. Weapons, ammunition. 2. Hunting bows, arrows. 3. Personal knives with blades longer than 2-1/2 inches. 4. Explosives. 5. Black Powder. 6. Volatile substances, except those to be used in conjunction with operating construction equipment such as air compressors or generators. 7. Tear gas. 8. Flares. 9. Alcohol, drugs, controlled substances or other intoxicants. 10. Personal prescription medicines without the CDCR Representative's approval. 11. Tobacco or tobacco products must be secured in personal vehicles and are not permitted within Secure Perimeter. The use of tobacco products is strictly prohibited on CDCR property. 12. Personal cell phones and pagers. 13. Animals (pets). 14. Camouflage clothing or additional changes of clothing.
D. Work inside the Secure Perimeter:
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1. Security Escorts: a. Three correctional officers will be assigned to the project as Security Escorts for vehicles and Construction Personnel performing Work within the Secure Perimeter. b. Two additional correctional officers will be assigned to monitor material handling activities in the Small Management Yard Delivery Areas, and the road north of K Wing. c. Security Escorts will assist in processing Construction Personnel clearances, assist in coordinating entry to and from the Secure Perimeter and maintain general security requirements for the project. 2. Work conducted within the Secure Perimeter must be coordinated with the CDCR Representative a minimum of 48 hours in advance to allow for the coordination of Security Escorts. 3. Contractor must access areas inside the Secure Perimeter only through the Vehicle Sallyport. 4. Entry and exit through Sallyports or other security checkpoints. a. Allow a minimum of 30 minutes for security processing when entering the Secure Perimeter. b. Allow a minimum of 15 minutes for security processing when leaving the Secure Perimeter. c. Depending on the location of the Project Work Site within the Secure Perimeter and the point of access where security staff will process Construction Personnel and vehicles, the time may be increased or decreased. d. Costs for delays caused by security activities and procedures must be borne by the Contractor. 5. Construction Personnel: a. Contractor must fully cooperate with CDCR staff when entering and exiting the Secure Perimeter. b. Construction Personnel entering or leaving the Secure Perimeter will be checked by a correctional officer for proper identification. Construction Personnel without proper identification will be refused entry and may be detained until proper identification is verified. c. Minimize the movement of Construction Personnel into and out of the Secure Perimeter. Construction Personnel must remain at the Project Work Site, to the extent possible, for the entire duration of their scheduled work hours. 6. Construction Vehicles: a. Construction vehicles will not be allowed inside the Secure Perimeter without prior approval of the CDCR Representative. b. Up to 48 hours may be required for approval of construction vehicles that have not been previously approved by CDCR. c. Construction vehicles will not be allowed to remain within the Secure Perimeter during non-work hours unless approved by the CDCR representative. d. Construction vehicles entering into or leaving the Secure Perimeter are subject to search. e. Construction vehicles will not be permitted within the Secure Perimeter of the prison without a Security Escort. f. Delivery vehicles will be permitted access to the Contractor Trailer Area and other areas outside the Secure Perimeter. Access to the Project Work Site within the Secure Perimeter will be allowed with prior approval. 7. Personal Vehicles: a. Must not enter the Secure Perimeter.
SECURITY PROCEDURES CDCR-SDD 20160405 013553 - 5 Backcheck#l - MARCH 27, 2017 HY Architects CDCR Folsom State Prison 4722.000 Re-Roof Old Powerhouse Vocational Building Bid Package ##
b. Must be parked only in areas designated by the CDCR Representative. c. Must be driven only on roadways servicing parking areas designated by the CDCR Representative.
1.8 MATERIALS AND EQUIPMENT
A. Cell Phones, Cameras and Electronics: 1. Use of cell phones, radios, smart phones, tablets or computers will be allowed only for designated staff to perform and control field work and personnel. a. Designated staff approved for use must be performing operations essential to the project. b. Designated staff may include the Construction Manager and staff; State Inspector and staff; Contractor's Project Manager, Site Superintendent and Foreman; others as approved by the CDCR Representative. c. These devices must be disclosed and logged in with the CDCR representative prior to entering or exiting the Secure Perimeter. d. Wifi devices for approved equipment must be deactivated prior to entering State Prison property. e. Cellular air cards outside the Secure Perimeter may be approved for use on a case by-case basis. f. Non-CDCR owned and managed devices must not be connected to the CDCR network. 2. Cameras and video recorders: a. Use of equipment will only be authorized to fulfill requirements of the Contract. b. Prior approval must be obtained from the CDCR Representative before bringing this equipment onto State Prison Property. c. Cameras or video recorders constructed as integral parts of a cell phone, tablet or laptop will be allowed in accordance with Paragraph 1.8.A.1. d. CDCR Representative must approve photos or video before they are recorded by approved equipment. 3. The project Security Escort will designate the specific daily security protocols for use of this equipment.
B. Tool Storage and Debris Containers: 1. Provide a lockable metal tool storage or debris container in the Contractor Trailer Area and, if work occurs inside the Secure Perimeter, provide additional tool storage and/or debris container inside the Secure Perimeter. 2. Provide appropriate secure storage for hazardous or toxic materials in accordance with State regulatory requirements. 3. Tool Storage or Debris containers and their locations must be approved in advance by the CDCR Representative. 4. Tool Storage and Debris containers must be secured and locked with an approved, serial numbered, steel or nylon seal and lock to identify if the unit has been opened since the last observation by the designated Security Escort assigned to the project. 5. Provide contact person and telephone number, with 24-hour availability, for access to containers. 6. Removal of tool storage and debris containers must be approved and coordinated with the CDCR representative.
C. Tool Inventory:
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1. Keep the quantity of tools used inside the Secure Perimeter to a minimum and limit the tools to only those required to complete the Work. 2. All Construction Personnel must maintain an updated inventory for personal tools with them at all times when on State Prison Property. 3. Provide the tool inventory list to DVI Custody Staff upon entry to the inside through the Secure Perimeter. 4. Inventory for tool containers both inside and outside the Secure Perimeter will be inventoried during the construction phase of a project. 5. Pursuant to B.4 above, morning inventory of tool containers may be eliminated. 6. A re-inventory of tools may be requested by the CDCR Representative at any time. 7. Account for all equipment, materials, and tools each time Construction Personnel and Security Escorts depart the Secure Perimeter. 8. Contractor personnel will not be released until the tool count has been cleared by the project Escort Officer.
D. Lost Contractor Tool(s) or Equipment: 1. Notify the CDCR Representative immediately if a tool is lost or unaccounted for and assist CDCR in locating the tool. 2. Complete Lost Tool Report (Attachment C). 3. CDCR is not responsible for lost tools or stolen equipment.
E. Self-propelled construction equipment: 1. Equipment such as backhoes, forklifts, or other, may be stored outside the Secure Perimeter in the Contractor Trailer Area or approved Laydown Area. 2. Equipment may be stored inside the Secure Perimeter in a designated Laydown Area or other area, as approved by the CDCR Representative. 3. Equipment remaining inside the Secure Perimeter during non-working hours must be disabled in such a manner to prevent unauthorized operations. 4. Methods used to disable equipment must be approved by the CDCR Representative.
1.9 CLOTHING
A. Construction Personnel must be dressed in modest attire appropriate for working on State Prison Property.
B. Safety vests used by the construction personnel on the Prison Property shall be forest green comparable to 2 W International Model ICl lOGR (www.2wintl.com/IC110.html).
C. Construction Personnel are not to wear the following clothing on State Prison Property. 1. Blue pants. 2. Black denim pants. 3. Blue jackets or shirts. 4. Jumpsuits or coveralls, of red, orange, yellow, cream, or white color. 5. Camouflage clothing. 6. Any item bearing offensive or racist language, logos, pictures, or embroideries. 7. Safety vests in the colors of orange or yellow or lime-green or yellow-green.
D. Construction Personnel must not leave extra clothing unattended on the Project Work Site.
PART 2 PRODUCTS - NOT USED
SECURITY PROCEDURES CDCR-SDD 20160405 0135 53 - 7 Backcheck#l - MARCH 27, 2017 HY Architects CDCR Folsom State Prison 4722.000 Re-Roof Old Powerhouse Vocational Building Bid Package ##
PART 3 EXECUTION - NOT USED
END OF SECTION
SECURITY PROCEDURES CDCR-SDD 20160405 01 35 53 - 8 Backcheck#l - MARCH 27, 2017 STATE OF CALIFORNIA DEPARTMENT OF CORRECTIONS PRIMARY LAWS, RULES, AND REGULATIONS REGARDING CONDUCT AND ASSOCIATION WITH STATE PRISON INMATES Attachment A CDC 181 (Rev.5/98)
Individuals who are not employees of the California Department of Corrections (CDC), but who are working in and around inmates who are incarcerated within California's institutions/facilities or camps, are to be apprised of the laws, rules and regulations governing conduct in associating with prison inmates. The following is a summation of pertinent information when non-departmental employees come in contact with prison inmates.
1. Persons who are not employed by CDC, but are engaged in work at any institution/facility or camp must observe and abide by all laws, rules and regulations governing the conduct of their behavior in associating with prison inmates. Failure to comply with these guidelines may lead to expulsion from CDC institutions/facilities or camps.
SOURCE: California Penal Code (PC) Sections 5054 and 5058; California Code of Regulations (CCR), Title 15, Sections 3285 and 3415
2. CDC does not recognize hostages for bargaining purposes. CDC has a "NO HOSTAGE" policy and all prison inmates, visitors, and employees shall be made aware of this.
SOURCE: PC Sections 5054 and 5058; CCR, Title 15, Section 3304
3. All persons entering onto institution/facility or camp grounds consent to a search of their person, property or vehicle at any time. Refusal by individuals to submit to a search of their person, property or vehicle may be cause for denial of access to the premises.
SOURCE: PC Sections 2601, 5054 and 5058; CCR, Title 15, Sections 3173, 3177, and 3288
4. Persons normally permitted to enter an institution/facility or camp may be barred, for cause, by the CDC Director, Warden and /or Regional Parole Administrator.
SOURCE: PC Sections 5054 and 5058; CCR, Title 15, Section 3176 (a)
5. It is illegal for an individual who has been previously convicted of a felony offense to enter into CDC institutions/facilities or camps without the prior approval of the Warden. It is also illegal for an individual to enter onto these premises for unauthorized purposes or to refuse to leave said premises when requested to do so. Failure to comply with this provision could lead to prosecution.
SOURCE: PC Sections 602, 4570.5 and 4571; CCR, Title 15, Sections 3173 and 3289
6. Encouraging and/or assisting prison inmates to escape is a crime. It is illegal to bring firearms, deadly weapons, explosives, tear gas, drugs or drug paraphernalia on CDC institutions/facilities or camp premises. It is illegal to give prison inmates firearms, explosives, alcoholic beverages, narcotics, or any drug or drug paraphernalia, including cocaine or marijuana.
SOURCE: PC Sections 2772, 2790, 4533, 4535, 4550, 4573, 4573.5, 4573.6 and 457 4
7. It is illegal to give or take letters from prison inmates without the authorization of the Warden. It is also illegal to give or receive any type of gift and/or gratuities from prison inmates.
SOURCE: PC Sections 2540, 2541 and 4570; CCR, Title 15, Sections 3010, 3399, 3401, 3424 and 3425
8. In an emergency situation the visiting program and other program activities may be suspended.
SOURCE: PC Section 2601; CCR, Title 15, Section 3383
9. For security reasons, visitors must not wear clothing that in any way resembles state issued prison inmate clothing (blue denim shirts, blue denim pants).
SOURCE: CCR, Title 15, Section 3171 (b) (3)
10. Interviews with SPECIFIC INMATES are not permitted. Conspiring with an inmate to circumvent policy and/or regulations constitutes a rule violation that may result in appropriate legal action.
SOURCE: CCR, Title 15, Section 3261.5, 3315 (3) (W), and 3177.
I HEREBY CERTIFY AND ACKNOWLEDGE I HAVE READ THE ABOVE AND FULLY UNDERSTAND THE IMPLICATIONS REGARDING MY CONDUCT AND ASSOCIATION WITH PRISON INMATES. I ALSO UNDERSTAND VIOLATION OF ANY OF THE ABOVE COULD RESULT IN EXPULSION FROM A CDC INSTITUTION/FACILITY OR CAMP WITH THE POSSIBILITY OF CRIMINAL PROSECUTION.
VISITOR'S NAME AND TITLE (Print) VISITOR'S SIGNATURE DATE SIGNED Attachment B
Gate Clearance Request Date of Request: ______
In accordance with CDCR policy all individuals, except California Department of Corrections Employees, Governmer Law Enforcement Agents, Military Personnel, Elected Government Officials and other dignitaries will require a security clearance. Please provide the following information for each individual to the institution's designated representative with as much lead time as possible but no less than 5 working days prior to the expected visit: Last Name First Name Middle Initial I Female I Male I (circle) Date of Birth:
Social Security Number California or out-of-state (specify) Driver's License Number
Purpose of Visit
Last Name First Name Middle Initial I Female I Male I (circle) Date of Birth:
Social Security Number California or out-of-state (specify) Driver's License Number
Purpose of Visit
Please inform your visitor(s) of the following Department of Corrections security regulations and privacy act information: • PRIVACY STATEMENT - AGENCY RESPONSIBLE FOR MAINTENANCE: California Department of Corrections, Institution Division, P. 0. Box 942883, Sacramento, CA 94283. AUTHORITY: Department Operations Manual Section 34020 establishes the methods and procedures to administer the inmate visiting program. PURPOSE: The information you furnish will be used in a manner consistent with the need to maintain order, safety, security and required prison activities. ACCESS: Your completed pass becomes confidential information and the property of this department. It is kept and destroyed after a designated amount of time. • SECURITY REGULATION: Visitors cannot wear Denim clothing in any shade of black, grey, blue or brown; blue chambray shirts are also not allowed. It is unlawful to bring alcohol, drugs, weapons, explosives, tear gas or tear gas weapons onto prison property. By entering the prison grounds, one consents to the search of their person, property and vehicle. Service personnel are required to bring a complete written inventory of all tools brought into the institution. This inventory will be checked upon their arrival and departure.
(For Office Use Only) Approved Disapproved Reason:
PIO/AA Date of CLETS
Distribution: Receptionist Employee Sponsor Main Entrance Central Control Watch Commander CDW Lost Tool Report Facility Planning Construction Management FPCMForm Lost Tool Report Attachment C
Date:
Crew or Project#
Description: (Length, size, width, amount, trade name, ID mark, etc)
Name of Supervisor or Casual who checked out tools:
When was the tool last seen? ______When was stock issued? ------
Where:
By Whom:
List names and number of inmates assigned to work crew:
Time of call to Immediate Supervisor:
Time of call to Watch Commander:
Time of call to Tool Control Officer:
Time of call to Captain:
Comments:
Signature of Construction Manager or Supervisor
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SECTION 01 41 00
REGULATORY REQUIREMENTS
PART 1 GENERAL
I.I SUMMARY
A. Section Includes: 1. Submittals. 2. Quality Assurance. 3. Regulatory Requirements. 4. Field Quality Control.
B. Related Sections: 1. Refer to requirements of Division 00. 2. Section 00 3 I 00 - Available Project Information. 3. Section OI 35 43 - Environmental Procedures. 4. Section OI 33 00 - Submittal Procedures. 5. Section 01 33 23 - Shop Drawings, Product Data, and Samples.
1.2 REFERENCES
A. DCG Appendix D - CDCR Design Criteria Guidelines Manual, Appendix D, as specified in Section 00 31 00.
1.3 SUBMITTALS
A. Submit in accordance with Section 01 33 00 and 01 33 23.
B. Immediately following this Section is the Mined Products and Materials Certification Form, indicated as 01 41 00 - Attachment A. Once each month, submit the completed form.
C. Submit certification of inspection confirming approval by authority having jurisdiction when required by individual Section.
D. Submit the following directly to enforcing authorities when required by individual Section: 1. Shop drawings. 2. Product data. 3. Design data. 4. Test reports. 5. Certificates. 6. Manufacturer's instructions. 7. Manufacturer's field reports. 8. Operation and maintenance data. 9. Warranty. 10. Other items indicated.
1.4 QUALITY ASSURANCE
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A. Perform the Work in accordance with specific standards indicated. Maintain one copy of each document on site.
B. UL Assemblies: 1. UL Design Numbers are indicated for various fire-rated floor/ceiling, roof/ceiling, wall, and structural frame assemblies. 2. Where Contract Documents indicate UL Assemblies, the materials and installation must comply exactly with the particulars of the Design Number indicated. 3. Components may not be interchanged or substituted from different assemblies.
1.5 REGULATORY REQUIREMENTS
A. Conform to applicable codes, except conform to more stringent requirements of the Contract Documents.
B. Applicable codes include, but are not limited to: 1. The California Building Standards Code, also known as the California Code of Regulations (CCR), Title 24. a. 2013 California Building Standards Administrative Code (Part 1, Title 24, CCR). b. 2013 California Building Code (Part 2, Title 24, CCR). c. 2013 Electrical Code (Part 3, Title 24, CCR). d. 2013 California Mechanical Code (Part 4, Title 24, CCR). e. 2013 California Plumbing Code (Part 5, Title 24, CCR). f. 2013 California Energy Code (Part 6, Title 24, CCR). g. 2013 California Fire Code (Part 9, Title 24, CCR). h. 2013 California Green Building Standards (Part 11, Title 24, CCR). i. For copies of the California Building Standards Code contact International Code Council at 1-888-422-7233. 2. Federal Codes: a. Federal Clean Water Act Amendments - 1987. b. National Pollutant Discharge Elimination System (NPDES): General Permit for Storm Water Discharges Associated with Construction Activity. c. OSHA Hazard Communications Standard (HCS) 29 CFR 1910.1200 Safety Data Sheets (SDSs) (formerly MSDSs or Material Safety Data Sheets) in coordination with the Globally Harmonized System (GHS).
C. California Building Code (CBC)- Essential Services Buildings: 1. CDCR has defined specific buildings in the institution that the structural design must be designed as "state-owned or state-leased essential services buildings," comply with the "A" chapters of the current CBC Title 24, Part 2, Volume 2 of 2, and be assigned Risk Category IV. 2. Those buildings are defined in DCG Appendix D.
D. Surface Mining and Reclamation Act of 1975 (Public Resources Code Section 2710, et. seq.).
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
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END OF SECTION
REGULATORY REQUIREMENTS CDCR-SDD 20160209 01 41 00 - 3 Backcheck#l - MARCH 27, 2017 A/E Firm Name Institution Name A/E Project Number Project Name Bid Package ## - If Applicable SECTION 01 41 00 - ATTACHMENT A
MINED PRODUCTS AND MATERIALS CERTIFICATION FORM
Contractor Name Date: Address: Contract No.:
Project: Bid Package No.: Pay Period: Estimate No.:
In accordance with Specification Section 01060 and the provisions of Section I 0295 .5 of the Public Contract Code, no sand, gravel, aggregates, or other minerals produced from a surface mining operation subject to the Surface Mining and Reclamation Act (SMARA) of 1975 (Public Resources Code Section 2710, et. seq.,) must be purchased or utilized in the work of the contract, unless the operation is identified in the list published quarterly in the California Regulatory Notice Register pursuant to subdivision (b) of Section 2717 of the Public Resources Code.
Indicate the California Mine Identification Number of each site from which products or materials have been purchased.
DATE SMARA# MINE MATERIAL WEIGHT
If additional space is needed, attach additional page( s) to this page.
I hereby certify that no sand, gravel, aggregates, or other minerals produced from a surface mining operation subject to the Surface Mining and Reclamation Act of 1975 have been purchased or utilized in the work of the contract, which have come from sites not currently identified in the list published quarterly in the California Regulatory Notice Register pursuant to subdivision (b) of Section 2717 of the Public Resources Code.
I declare under penalty of perjury that the foregoing is true and correct under the laws of the State of California.
AUTHORIZING SIGNATURE DATE
This certification must be completed and returned with your pay estimate; failure to return with your pay estimate could result in delayed payment.
FALSE REPORTS ARE SUBJECT TO PENALTY UNDER THE CALIFORNIA FALSE CLAIMS ACT GOVERNMENT CODE § 12650 et. seq.
END OF SECTION 01 41 00 -ATTACHMENT A
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SECTION 01 42 00
REFERENCES
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes: 1. Industry standards. 2. Abbreviations and acronyms.
B. Related Sections: 1. Refer to requirements of Division 0.
1.2 INDUSTRY STANDARDS
A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference when specifically identified as a reference standard.
B. Publication Dates: Comply with the Referenced Standards as listed in the applicable Title 24 Code. If not listed in the applicable Code, comply with the standard in effect as of the date of the Contract Documents.
C. Copies of Standards: Copies of applicable standards are not bound with the Contract Documents. 1. Where copies of standards are needed to perform a required construction activity, obtain copies directly from publication source.
1.3 ABBREVIATIONS AND ACRONYMS
A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they mean the recognized name of the entities in the following list. Names and Web sites are subject to change and are believed to be accurate and up-to date as of the date of the Contract Documents. Where abbreviations and acronyms are used in Specifications or other Contract Documents and are not included in the following list, they mean the recognized name of the entities indicated in Thomson Gale's "Encyclopedia of Associations" or in Columbia Books' "National Trade & Professional Associations of the U.S." Note: This is a general reference list and not all references will be used in all projects.
AA Aluminum Association, Inc. (The) www.aluminum.org
AAMA American Architectural Manufacturers Association www.aamanet.org
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ACI American Concrete Institute www .concrete.org
AGC Associated General Contractors of America (The) www.agc.org
AHAM Association of Home Appliance Manufacturers www.aham.org
AHRI Air-Conditioning, Heating, and Refrigeration Institute www.ahrinet.org
AI Asphalt Institute www.asphaltinstitute.org
AIA American Institute of Architects (The) www.aia.org
AISC American Institute of Steel Construction www.aisc.org
AISI American Iron and Steel Institute www.steel.org
AITC American Institute of Timber Construction www .aitc-glulam.org
ALSC American Lumber Standard Committee, Incorporated www .alsc.org
AMCA Air Movement and Control Association International, Inc. www.amca.org
ANSI American National Standards Institute www.ansi.org
AOSA Association of Official Seed Analysts, Inc. www.aosaseed.com
APA Architectural Precast Association www.archprecast.org
APA APA - The Engineered Wood Association www.apawood.org
API American Petroleum Institute www.api.org
ARMA Asphalt Roofing Manufacturers Association www .asphaltroofing.org
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ASCE American Society of Civil Engineers www .asce.org
ASHRAE American Society of Heating, Refrigerating and Air Conditioning Engineers www.ashrae.org
ASME American Society of Mechanical Engineers - ASME International www.asme.org
ASSE American Society of Sanitary Engineering www .asse-plumbing.org
ASTM ASTM International www.astm.org
AWCI Association of the Wall and Ceiling Industry www.awci.org
AWI Architectural Woodwork Institute www.awinet.org
AWPA American Wood Protection Association www.awpa.com
AWS American Welding Society www.aws.org
AWWA American Water Works Association www.awwa.org
BHMA Builders Hardware Manufacturers Association www.buildershardware.com
BIA Brick Industry Association (The) www.bia.org or Building Industry Association www.bia.net
BICS I BICSI, Inc. www.bicsi.org
BIFMA Business and Institutional Furniture Manufacturer's Association (The) - BIFMA International www.bifma.com
BIS SC Baking Industry Sanitation Standards Committee
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www.bissc.org
CCC Carpet Cushion Council www .carpetcushion.org
CDA Copper Development Association www.copper.org
CEA Consumer Electronics Association www.ce.org
CFFA Chemical Fabrics & Film Association, Inc. www.chemicalfabricsandfilm.com
CGA Compressed Gas Association www.cganet.com
CIMA Cellulose Insulation Manufacturers Association www.ceilulose.org
CI SCA Ceilings & Interior Systems Construction Association www.cisca.org
CISPI Cast Iron Soil Pipe Institute www.cispi.org
CLFMI Chain Link Fence Manufacturers Institute www .chainlinkinfo.org
CPA Composite Panel Association www.pbmdf.com
CPPA Corrugated Polyethylene Drainage Pipe Association ( CPPA is a division of the PPI - Plastics Pipe Institute) plasticpipe.org/drainage/
CRI Carpet and Rug Institute (The) www.carpet-rug.org
CRRC Cool Roof Rating Council www.coolroofs.org
CRSI Concrete Reinforcing Steel Institute www.crsi.org
CSA CSA International www.csa-intemational.org
CSI Cast Stone Institute www.caststone.org
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CSI Construction Specifications Institute (The) www.csinet.org
CTI Cooling Technology Institute www.cti.org
DHI Door and Hardware Institute www.dhi.org
EIMA EIFS Industry Members Association www .eima.com
EJCDC Engineers Joint Contract Documents Committee www.ejcdc.org
EJMA Expansion Joint Manufacturers Association, Inc. www.ejma.org
ESD Electrostatic Discharge Association www.esda.org
FM Global FM Global www.fmglobal.com
FRSA Florida Roofing, Sheet Metal & Air Conditioning Contractors Association, Inc. www.floridaroof.com
FSA Fluid Sealing Association www.fluidsealing.com
GA Gypsum Association www.gypsum.org
GANA Glass Association of North America www .glasswebsite.com
GS Green Seal www.greenseal.org
GSI Geosynthetic Institute www.geosynthetic-institute.org
HI Hydraulic Institute www.pumps.org
HPVA Hardwood Plywood & Veneer Association www.hpva.org
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HPW H.P. White Laboratory, Inc. www .hpwhite.com
ICEA Insulated Cable Engineers Association, Inc. www .icea.net
ICRI International Concrete Repair Institute, Inc. www.icri.org
IEC International Electrotechnical Commission www.iec.ch
IEEE Institute of Electrical and Electronics Engineers, Inc. www.ieee.org
IE SNA Illuminating Engineering Society of North America www.iesna.org
IEST Institute of Environmental Sciences and Technology www.iest.org
IGCC Insulating Glass Certification Council www.igcc.org
IGMA Insulating Glass Manufacturers Alliance www.igmaonline.org
ILI Indiana Limestone Institute of America, Inc. www .iliai.com
ISFA International Surface Fabricators Association www.isfanow.org
ISO International Organization for Standardization www.iso.ch Available from ANSI www.ansi.org
KCMA Kitchen Cabinet Manufacturers Association www .kcma.org
LPI Lightning Protection Institute www.lightning.org
MBMA Metal Building Manufacturers Association www.mbma.com
MFMA Maple Flooring Manufacturers Association, Inc. www .maplefloor.org
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MFMA Metal Framing Manufacturers Association, Inc. www .metalframingmfg.org
MHIA Material Handling Industry of America www.mhia.org
MIA Marble Institute of America www.marble-institute.com
MPI Master Painters Institute (The) www.paintinfo.com
MPPA Moulding & Millwork Producers Association www.wmmpa.com
MSS Manufacturers Standardization Society of the Valve and Fittings Industry Inc. www.mss-hq.com
NAAMM National Association of Architectural Metal Manufacturers www.naamm.org
NACE National Association of Corrosion Engineers (The) - NACE International www.nace.org
NADCA National Air Duct Cleaners Association/The HVAC Inspection, Maintenance and Restoration Association www.nadca.com
NAIMA North American Insulation Manufacturers Association www .naima.org
NBGQA National Building Granite Quarries Association, Inc. www .nbgqa.com
NCAA National Collegiate Athletic Association www.ncaa.org
NCMA National Concrete Masonry Association www.ncma.org
NCPI National Clay Pipe Institute www.ncpi.org
NCTA National Cable & Telecommunications Association www.ncta.com
NEBB National Environmental Balancing Bureau
REFERENCES CDCR-SDD 20141218 0142 00 - 7 Backcheck#l - MARCH 27, 2017 HY Architects CDCR Folsom State Prison 4722.000 Re-Roof Old Powerhouse Vocational Building Bid Package##
www.nebb.org
NECA National Electrical Contractors Association www .necanet.org
NeLMA Northeastern Lumber Manufacturers Association www.nelma.org
NEMA National Electrical Manufacturers Association/The Association of Electrical and Medical Imaging Equipment Manufacturers www.nema.org
NETA InterNational Electrical Testing Association www .netaworld.org
NFHS National Federation of State High School Associations www.nfhs.org
NFPA National Fire Protection Association www.nfpa.org
NFRC National Fenestration Rating Council (The) www.nfrc.org
NGA National Glass Association www.glass.org
NHLA National Hardwood Lumber Association www .natlhardwood.org
NLGA National Lumber Grades Authority www.nlga.org
NOMMA National Ornamental & Miscellaneous Metals Association www.nomma.org
NRCA National Roofing Contractors Association www .nrca.net
NRMCA National Ready Mixed Concrete Association www.nrmca.org
NSF NSF International (National Sanitation Foundation International) www.nsf.org
NSSGA National Stone, Sand & Gravel Association www.nssga.org
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NTMA National Terrazzo & Mosaic Association, Inc. (The) www.ntma.com
NWFA National Wood Flooring Association www.nwfa.org
PCI Precast/Prestressed Concrete Institute www.pci.org
PDCA Painting & Decorating Contractors of America www.pdca.com
PDI Plumbing & Drainage Institute www.pdionline.org
PLANET Professional Landcare Network www .landcarenetwork.org
PTI Post-Tensioning Institute www. post-tensioning. org
RCSC Research Council on Structural Connections www.boltcouncil.org
RFCI Resilient Floor Covering Institute www.rfci.com
RIS Redwood Inspection Service www .redwoodinspection.com
SAE SAE International (Society of Automotive Engineers) www.sae.org
SDI Steel Deck Institute www.sdi.org
SDI Steel Door Institute www.steeldoor.org
SEFA Scientific Equipment and Furniture Association www.sefalabs.com
SGCC Safety Glazing Certification Council www.sgcc.org
SIA Security Industry Association www.siaonline.org
SJI Steel Joist Institute www.steeljoist.org
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SMA Screen Manufacturers Association www .smainfo.org
SMACNA Sheet Metal and Air Conditioning Contractors' National Association www.smacna.org
SPFA Spray Polyurethane Foam Alliance www.sprayfoam.org
SPIB Southern Pine Inspection Bureau www.spib.org
SPRI Single Ply Roofing Industry www.spri.org
SS INA Specialty Steel Industry of North America www.ssina.com
SSPC SSPC: The Society for Protective Coatings www.sspc.org
STI Steel Tank Institute/Steel Plate Fabricators Association www.steeltank.com
SWI Steel Window Institute www.steelwindows.com
SWRI Sealant, Waterproofing, & Restoration Institute www.swrionline.org
TCNA Tile Council of North America, Inc. www.tileusa.com
TIA Telecommunications Industry Association www.tiaonline.org
TMS The Masonry Society www.masonrysociety.org
TPI Truss Plate Institute, Inc. www.tpinst.org
TPI Turfgrass Producers International www.turfgrasssod.org
TRI Tile Roofing Institute www.tileroofing.org
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UL Underwriters Laboratories Inc. www.ul.com
UNI Uni-Bell PVC Pipe Association www.uni-bell.org
USGBC U.S. Green Building Council www.usgbc.org
WASTEC Waste Equipment Technology Association www.wastec.org
WCLIB West Coast Lumber Inspection Bureau www.wclib.org
WCMA Window Covering Manufacturers Association www.wcmanet.org
wcsc Window Covering Safety Council www.windowcoverings.org
WDMA Window & Door Manufacturers Association www.wdma.com
WI Woodwork Institute www.wicnet.org
WSRCA Western States Roofing Contractors Association www.wsrca.com
WWPA Western Wood Products Association www.wwpa.org
B. Code Agencies and Codes: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they mean the recognized name of the entities and/or codes in the following list. Names and Web sites are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents.
CBSC California Building Standards Commission www.bsc.ca.gov CBC California Building Code CEC California Electrical Code CESCC California Elevator Safety Construction Code CFC California Fire Code CGBSC California Green Building Standards Code CMC California Mechanical Code CPC California Plumbing Code
CCR California Code of Regulations www .calregs.com
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IAPMO International Association of Plumbing and Mechanical Officials www.iapmo.org
ICC International Code Council www.iccsafe.org
ICC-ES ICC Evaluation Service, Inc. www.icc-es.org
C. Federal Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they mean the recognized name of the entities in the following list. Names and Web sites are subject to change and are believed to be accurate and up-to date as of the date of the Contract Documents.
CE US Army Corps of Engineers www.usace.army.mil
CPSC Consumer Product Safety Commission www.cpsc.gov
DOC Department of Commerce www.commerce.gov
DOD Department of Defense www.defense.gov
DOE Department of Energy www.energy.gov
EPA Environmental Protection Agency www.epa.gov
FAA Federal Aviation Administration www.faa.gov
FCC Federal Communications Commission www.fcc.gov
FDA Food and Drug Administration www.fda.gov
GSA General Services Administration www.gsa.gov
HUD Department of Housing and Urban Development www.hud.gov
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LBL Lawrence Berkeley National Laboratory www.lbl.gov
NCHRP National Cooperative Highway Research Program (See TRB)
NIST National Institute of Standards and Technology www.nist.gov
ODPHP Office of Disease Prevention and Health Promotion odphp.osophs.dhhs.gov
OSHA Occupational Safety & Health Administration www.osha.gov
PBS Public Buildings Service (See GSA)
RUS Rural Utilities Service (See USDA)
SD State Department www.state.gov
TRB Transportation Research Board http://gulliver.trb.org
USDA Department of Agriculture www.usda.gov
USPS Postal Service www.usps.com
D. Federal and State Standards and Regulations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they mean the recognized name of the standards and regulations in the following list. Names and Web sites are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents.
ADAAG Americans with Disabilities Act (ADA) Architectural Barriers Act (ABA) Accessibility Guidelines for Buildings and Facilities Available from U.S. Access Board www .access-board.gov
CFR Code of Federal Regulations Available from Government Printing Office www.gpoaccess.govI cfr/index.html
FED-STD Federal Standard
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(See FS)
FS Federal Specification Available from Department of Defense Single Stock Point http://dodssp.daps.dla.mil
Available from Defense Standardization Program www.dsp.dla.mil Available from General Services Administration www.gsa.gov Available from National Institute of Building Sciences www.wbdg.org/ccb
FTMS Federal Test Method Standard (See FS)
UFAS Uniform Federal Accessibility Standards Available from Access Board www.access-board.gov
E. State Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they mean the recognized name of the entities in the following list. Names and Web sites are subject to change and are believed to be accurate and up-to date as of the date of the Contract Documents.
CDCR California Department of Corrections and Rehabilitation www.cdcr.ca.gov
OSMF State of California, Office of the State Fire Marshal http://osfm.fire.ca.gov/
F. State Department of Corrections Institutions: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they mean the recognized name of the entities in the following list. Names and Web sites are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents.
FSP Folsom State Prison www.cdcr.ca.gov/Facilities_ Locator/FSP.html
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
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END OF SECTION
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SECTION 01 43 39
MOCKUPS
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes 1. Schedule and description of Mockups.
B. Related Sections 1. Section 01 45 00 - Quality Control 2. Individual Sections specifying Mockup components. 3. Individual Sections requiring construction of Mockups.
1.2 DESCRIPTION
A. Mockup requirements are intended to establish general configuration and scope.
B. When Mockup is required, perform no installation or application until Mockup is approved.
c. Submit schedule for Mockup construction; show date and relationship to Approved Contract Schedule.
D. Construct Mockup for review by CDCR Representative for compliance to requirements of the Contract, approval of color, texture, finish quality and detail.
E. Construct Mockups on site, except as otherwise specified, at location indicated or otherwise approved by CDCR Representative.
F. Construct Mockups required by individual specifications Sections.
G. Assemble and erect Mockups as scheduled at the end of this Section. 1. Include required structural support and power, making necessary additions and modifications to the details as may be required to comply with performance requirements while maintaining the design concept.
H. Modify or replace Mockup until Mockup is approved.
I. Approved Mockup 1. Must remain until the remainder of the work of the Section requiring Mockup 1s complete. 2. Will be used as the standard of acceptable quality for the remainder of the project. 3. May be incorporated into the work at the discretion of the CDCR Representative, except as otherwise specified. 4. Must be removed at completion of the work of that Section when required by Section or when not incorporated into the work.
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1.3 SUB MITTALS
A. Mockup Approval Report 1. Submit report indicating status of compliance of approved Mockup with requirements of contract documents. 2. Indicate all deviations from requirements of contract documents. If there are no deviations, indicate that Mockup is in complete compliance. 3. Failure to indicate Mockup deviations may result in withdrawal of approval. 4. Change or Change Order, based on report, will be issued to include allowed deviations.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.1 INSTALLATION
A. Provide all required fastenings, bracing and supports.
B. Erect plumb and true to lines and levels, firmly erected and anchored to adjacent materials and substrate.
C. Install components under provisions of applicable Sections.
D. Notify CDCR Representative upon completion of Mockup construction, and make arrangements for review.
E. Modify the Mockup and construct new components as required by CDCR Representative to secure approval.
3.2 CLEANUP
A. Remove Mockups specified to be removed or not incorporated into the work when directed by CDCR Representative. Clear area after Mockup has been removed.
3.3 MOCKUP SCHEDULE
A. See specification sections.
END OF SECTION
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SECTION 01 45 00
QUALITY CONTROL
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes 1. Field Samples. 2. Manufacturers' Field Services and Reports. 3. Detention Equipment Specialist.
B. Related Sections 1. Section 01 25 00 - Substitution Procedures. 2. Section 01 33 00 - Submittals. 3. Section 01 65 00 - Product Delivery Requirements.
1.2 FIELD SAMPLES
A. When field sample is required, perform no installation or application until field sample is approved. Verify with the CDCR Representative.
B. Submit schedule for field sample construction; show date and relationship to Approved Contract Schedule.
C. Construct field samples required by individual Sections in location as approved by the CDCR Representative.
D. CDCR Representative will review field sample for conformance with the Contract Documents.
E. Modify or replace field sample until field sample is approved.
F. Approved Field Samples 1. Must remain until the remainder of the Work of the Section requiring field sample is complete. 2. Will be used as the standard of acceptable quality for the remainder of the Project. 3. May be incorporated into the Work at the discretion of the CDCR Representative. 4. Must be removed at completion of the Work of that Section when required by Section or when not incorporated into the Work.
1.3 MANUFACTURERS' FIELD SERVICES AND REPORTS
A. Observers' Qualifications 1. Submit qualifications of observer to the CDCR Representative 30 days in advance of required observations. 2. Observer subject to approval of the CDCR Representative.
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B. Observer to report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions.
C. Submit report in duplicate within 30 days of observation to the CDCR Representative for review.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
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SECTION 01 50 00
TEMPORARY FACILITIES AND CONTROLS
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes: 1. Dust Control. 2. Site Drainage. 3. Temporary Construction Fences. 4. Security. 5. Progress/Work Area Cleaning. 6. Project Signage. 7. Water Control/Dewatering. 8. Removal.
B. Related Sections: 1. Refer to requirements of Division 00. 2. Section 01 35 43 - Environmental Procedures. 3. Section 01 35 53 - Security Procedures. 4. Section 01 51 00 - Temporary Utilities.
1.2 DUST CONTROL
A. Control dust migration from the work and staging areas, including all unpaved roadways servicing the construction site. CDCR Representative reserves the right at its sole discretion to direct the Contractor to perform specific maintenance and/or dust control of its work and laydown areas at no additional cost to the CDCR.
1.3 PROGRESS/WORK AREA CLEANING
A. Maintain staging and work areas in a clean and orderly condition free from trash. "Trash" includes all: food scraps, office garbage, construction rubbish/debris, waste/excess materials, shipping/packing materials, and wind-blown trash. Trash must be collected and placed into containers daily at designated waste storage areas in locations approved by the CDCR Representative, and removed periodically for offsite disposal at Contractor's expense.
B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed spaces and remote spaces, prior to enclosing the space.
C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust.
1.4 TEMPORARY CONSTRUCTION FENCES
A. Contractor must, upon approval of configurations and locations by the CDCR Representative, install temporary fences, barricades, or other suitable means to protect property and prevent
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damage and injury. Such fences must not interfere with the work of other contractors working on this project or prison operations. 1. In addition to requirements in this Section, materials and installation must comply with requirements in Section 32 31 13 Chain Link Fences and Gates.
B. Temporary Security Fences and Construction Gates: 1. Locate where shown on Drawings or directed by CDCR Representative. 2. Install temporary fence in manner allowing maximum possible material reuse. 3. Temporary security fence must match other fences specified in this Section, unless otherwise specified herein. 4. Concrete grade beam is not required. 5. Set terminal posts, gate posts and every tenth line post (maximum 100 feet) in concrete sleeved footings. 6. Set other line posts in soil using backfill for stabilization. 7. Below Grade Barrier: 3-foot width of fence fabric with the bottom two feet set in soil and the top foot projecting above grade. a. Lap above grade portion of barrier over above grade fence fabric. b. Fasten barrier to fabric using hog rings at 12 inches on center longitudinally at grade and at top of barrier. Clinch hog ring so the ends pass.
C. Secure Perimeter Fencing and Temporary Secure Fencing: 1. Temporary fencing that is intended to temporarily replace or breach permanent secure perimeter fencing must comply with design requirements for permanent secure perimeter fencing. 2. Install and remove temporary secure perimeter fencing in a manner that will not disrupt or breach permanent secure perimeter fencing in any way for any period of time. If necessary, install temporary fencing before breaching or removing areas of permanent fencing.
1.5 SECURITY
A. Comply with CDCR Security requirements set forth in Section 01 35 53, Security Procedures.
B. If Contractor deems it necessary, Contractor may provide watchmen and security equipment to protect Contractor's site office, equipment, material, construction equipment, or other portions of the Work. 1. On-site security firms and their personnel are subject to approval by the CDCR Representative.
C. Contractors are responsible for ensuring that all site property gates are locked and secured when opened by their personnel.
1.6 PROJECT SIGNAGE
A. Provide [one ][two ][three] 4-foot by 4-foot project signs of exterior grade plywood and wood frame construction, painted, with lettering. Maintain signs in good repair for the duration of the Work.
B. Locate one sign at each access road to direct visitors to the Contractor's field office. Locate the one sign in the immediate vicinity of the Contractor's field office to identify the building.
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C. No other signs are allowed without approval of the CDCR Representative except those required by law.
1.7 REMOVAL
A. Remove all contractor-installed, temporary site facilities. 1. Removal includes temporary improvements, equipment, foundations or other items that are not a part of the final improvements as shown on the Project's original design or approved changes. 2. Complete removal prior to request for final inspection. 3. Exemption from removal and abandonment in-place, or as-is, may be approved by the CDCR Representative on a case-by-case basis and must have depth and location accurately indicated on as-built drawings.
B. Remove temporary facilities in accordance with the requirements of any associated permits.
C. Clean and repair damage caused by installation and use of temporary work. Areas affected by construction must be returned to the original conditions, or the design as set forth in the Contract Documents. Design grades or conditions must take priority over original conditions.
D. Except as noted below, dispose of all removed materials off-site.
E. Dewatering System: 1. Obtain written permission from the CDCR Representative before decommissioning and/or abandoning wells, well points, subsurface drain lines or other subsurface components of the dewatering system. 2. Fully grout all portions of abandoned dewatering wells approved to remain in-place. Perform work in accordance with California Department of Water Resources Bulletin No. 74-81 and 74-90. 3. Totally remove all horizontal piping installed as part of the dewatering system from the site unless in-place abandonment has been approved by the CDCR Representative. 4. Fully grout all portions of the dewatering system, other than dewatering wells, that are approved to remain be in place, or as directed by the CDCR Representative. 5. Perform all dewatering well abandonment work by persons possessing an active C-57 Contractor's License. 6. Maintain a minimum clear depth by cutting off, or otherwise removing, all components of dewatering wells or other dewatering system components that are within 3 feet of the finished grade. The CDCR Representative may modify the minimum clear depth as required. 7. Removal or abandonment of dewatering system components must not cause groundwater movement through the area where the dewatering component was located to be greater than what existed prior to construction. 8. Disposal of overflow water or other dewatering materials: a. Dispose of water from the Work in suitable manner without damaging adjacent property or causing a menace to public health. b. Do not drain water into adjacent Work. c. Dispose of all removed portions of the dewatering system in same fashion as other construction waste materials.
F. Removal of Temporary Fences and Gates:
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I. Temporary construction gates must be removed and the openings closed when directed by CDCR Representative. 2. Remove gate posts, end posts not required for completed fence and close openings in fence. 3. Install permanent fence to close openings using line posts and end posts as indicated. 4. Weave together fabric at splices. 5. Completed fence must not show evidence of temporary openings. 6. Remove temporary security fencing, except concrete, when directed by CDCR Representative. Salvage removed material, except expendables such as tie wires. 7. Disassemble salvageable materials in manner to avoid damage beyond normal wear and tear. Contractor will be assessed cost of replacement materials. 8. Return salvaged materials to the State at on-site location directed by CDCR Representative. 9. After removal of temporary fences and gates within the Secure Perimeter, conduct metal sweep in conformance with Section 02 31 23.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
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SECTION 01 65 00
PRODUCT DELIVERY REQUIREMENTS
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes: 1. Products. 2. Transportation and handling. 3. Product options. 4. Protection. 5. Repairs and replacements.
B. Related Sections: 1. Refer to requirements of Division 00. 2. Section 01 11 00- Summary of Work. 3. Section 01 25 00 - Substitution Procedures. 4. Section 01 33 00 Submittal Procedures. 5. Section 01 33 23 - Shop Drawing, Product Data, Samples. 6. Section 01 35 53 Security Procedures. 7. Section 01 41 00 - Regulatory Requirements.
1.2 PRODUCTS
A. Products do not include machinery and equipment used for preparation, fabrication, conveying and erection of the Work.
B. Products may also include existing materials or components required for reuse.
1.3 TRANSPORTATION AND HANDLING
A. Transport, handle, store, and protect Products in accordance with manufacturer's instructions; provide equipment and personnel to handle Products by methods to preserve quality, appearance, and suitability for the project.
B. Vendors delivering Products to the Institution must abide by all provisions set forth in Section 01 35 53, Security Procedures.
C. Deliver Products to job site in manufacturer's original container, with labels intact and legible. 1. Maintain packaged Products and materials with seals unbroken and labels intact until time of use in Project. 2. Include OSHA Hazard Communication Standard (HCS) Safety Data Sheets (SDSs) where applicable to products, and deliver along with the Products. Refer to Section 01 41 00 Regulatory Requirements.
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3. Promptly remove damaged Products, materials and unsuitable items from job site, and promptly replace with material meeting specified requirements, at no additional cost to the State. 4. CDCR Representative may reject as non-complying such material and Products that do not bear intact and clear identification satisfactory to CDCR as to manufacturer, grade, quality, and other pertinent information.
D. Contractor, or his designated representative, must receive Products delivered to project.
E. Deliver Products to designated areas that are adequately protected from weather and from unauthorized access.
1.4 PRODUCT OPTIONS
A. Products Specified by Reference Standards or by Description Only: Any Product meeting those standards or description.
B. Products Specified by Naming One or More Manufacturers: Products of manufacturers named and meeting specifications, or accepted substitutes.
1.5 PROTECTION
A. Protect all Product finished surfaces where Products and materials are handled, including jambs and soffits of openings used as passageways.
B. Provide protection for finished floor surfaces in traffic areas prior to allowing Products or materials to be moved over such surfaces.
C. Maintain finished surfaces clean, unmarred, and suitably protected until accepted by CDCR.
1.6 REPAIRS AND REPLACEMENTS
A. In the event of damage, promptly make replacements and repairs to the approval of CDCR and at no additional cost to the State.
B. Additional time required to secure replacements and to make repairs will not be considered by CDCR to justify an extension in Contract Time of Completion.
PART 2 PRODUCTS-NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
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SECTION 01 71 23
FIELD ENGINEERING
PART 1 GENERAL
I.I SUMMARY
A. Section Includes I. Field engineering to establish and implement coordinates for building horizontal control, points of connection, and site wide improvements.
B. Related Sections I. Section 0 I 33 00 - Submittal Procedures.
1.2 QUALITY ASSURANCE
A. Surveying Services: Under direct supervision of a person licensed to perform surveying in the State of California.
B. Provide the CDCR Representative unimpeded access for survey checking.
1.3 SUB MITT ALS
A. Submit in accordance with Section OI 33 00.
B. Prepare survey notes and records for staking and layout; submit copy of notes, drawings, and calculations.
C. Submit name, address, and telephone number of responsible surveyor or engineer.
1.4 SURVEY
A. CDCR will furnish boundary surveys and establish base lines and reference points for locating the Work together with bench mark( s) as shown.
1.5 REQUIREMENTS
A. Preserve monuments, reference points, control points, and bench mark(s) unless noted or otherwise directed.
B. Re-establish monuments, reference points, control points, and bench marks disrupted by construction operations.
C. Utilizing the points provided by CDCR, complete layout and staking so that specified grading and construction tolerances can be achieved.
1.6 COORDINATES FOR BUILDING HORIZONTAL CONTROL, POINTS OF CONNECTION AND SITEWIDE IMPROVEMENTS
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A. Contractor must refer to the Contract Documents for horizontal and vertical control information for building, utilities and site wide improvements. 1. Appendix A - Master Coordinate Listing: This Appendix includes a coordinate point number listing with northings and eastings for every coordinate point for the entire Project. This Appendix will be made available to the Contractor following award of the Contract. 2. Appendix B - Building Horizontal Control: This Appendix includes an outline of each building complete with horizontal control consisting of a traverse around the outside perimeter of the finished floor. Information includes bearings and distances for the building perimeter together with north and east coordinates for each angle point. 3. Appendix C - Utility Points of Connection: This Appendix identifies utility service size, type, coordinates, and elevations of utilities at the points of connection, and the sizes of stub-offs and stub-outs for all buildings.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
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SECTION 01 73 29
CUTTING AND PATCHING
PART 1 GENERAL
I.I SUMMARY
A. Section Includes I. Administrative and procedural requirements for cutting and patching.
B. Related Sections 1. Section 01 35 53 - Security Procedures.
1.2 QUALITY ASSURANCE
A. Requirements for Structural Work: Do not cut and patch structural elements in any manner that would reduce their load-carrying capacity.
B. Operational and Safety Limitations: Do not cut and patch operating element or safety related components in a manner that would result in reducing their capacity to perform as intended, or result in increased maintenance, or decreased operational life or safety.
C. Visual Requirements: Do not cut or patch construction in a manner that would, in the CDCR Representative's opinion, reduce the structure's aesthetic qualities, or result in evidence of cutting and patching. Work cut and patched in a visually unsatisfactory manner must be removed and replaced.
PART 2 PRODUCTS
2.1 MATERIALS
A. Unless specified otherwise, use materials that are identical to existing materials. If identical materials are not available or cannot be used where exposed surfaces are involved, use material that match existing adjacent surfaces to the fullest extent possible with regard to visual effects. Use materials whose installed performance will equal or surpass that of existing materials.
PART 3 EXECUTION
3.1 INSPECTION
A. Before cutting existing surfaces, examine surfaces to be cut and patched and conditions under which cutting and patching is to be performed. Take corrective action before proceeding if unsafe or unsatisfactory conditions are encountered.
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B. Before proceeding, meet at the site with parties involved in cutting and patching and CDCR Representative. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding.
3.2 PREPARATION
A. Temporary Support: Provide temporary support of Work to be cut.
B. Protection: 1. Protect existing construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of the Project that might be exposed during cutting and patching operations. 2. A void interference with use of adjoining areas or interruption of free passage to adjoining area. 3. Take all precautions necessary to avoid cutting existing pipe or conduit providing utility service to building site.
3.3 PERFORMANCE
A. Employ skilled workmen to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time and complete without delay.
B. Cut existing construction to provide for installation of the other components, or performance of other construction activities, and the subsequent fitting and patching required to restore surfaces to their original condition.
C. Cutting: 1. Cut existing construction using methods least likely to damage elements to be retained, or adjoining construction. 2. Comply with requirements of applicable Specification Sections of Division 31 where cutting and patching requires excavating and backfilling.
D. Patching: 1. Restore work which has been cut or removed; install new products to provide completed Work in accordance with the requirements of the Contract Documents. 2. Install patch products in compliance with tolerances as specified in applicable sections of the Contract Documents. 3. Refinish affected areas in a manner that will eliminate evidence of patching and refinishing.
3 .4 CLEANING
A. Thoroughly clean areas and spaces where cutting and patching is performed, by completely removing paint, oils, putty and other items of similar nature, before paint or other finish is applied.
END OF SECTION
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SECTION 01 74 19
CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
PART 1 GENERAL
I.I SUMMARY
A. Section includes 1. Administrative and procedural requirements for the following: a. Salvaging nonhazardous demolition and construction waste. b. Recycling nonhazardous demolition and construction waste. c. Disposing of nonhazardous demolition and construction waste.
B. Related Sections 1. Section 0 I 31 19 - Project Meetings. 2. Section 01 50 00 - Temporary Facilities and Controls. 3. Section 02 41 00 - Demolition.
1.2 REFERENCES
A. ASTM E1609-2010 - Standard Guide for Development and Implementation of a Pollution Prevention Program.
1.3 DEFINITIONS
A. Class III Landfill: A landfill that accepts non-hazardous waste such as household, commercial, and industrial waste, including construction, remodeling, repair, and demolition operations.
B. Chemical Waste: Includes petroleum products, bituminous materials, salts, acids, alkalis, herbicides, pesticides, organic chemicals and inorganic wastes, and other similar materials.
C. Clean: Untreated and unpainted; not contaminated with oils, solvents, caulk, or similar.
D. Construction Waste: Building and site improvement materials and other solid waste resulting from construction, remodeling, renovation, or repair operations. Construction waste includes packaging.
E. Debris: Includes both combustible and noncombustible wastes, such as leaves and tree trimmings that result from construction or maintenance and repair work, and other similar materials.
F. Deconstruction: The process of removing existing building materials from renovation and demolition projects for the purposes of reuse and recycling in as an efficient and safe manner as possible.
G. Demolition Waste: Building and site improvement materials resulting from demolition or selective demolition operations.
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H. Disposal: Removal off-site of demolition and construction waste and subsequent sale, recycling, reuse, or deposit in landfill or incinerator acceptable to authorities having jurisdiction.
I. Divert: Using material for any purpose other than disposal in a landfill.
J. Inert Fill: A permitted facility that accepts inert waste such as asphalt and concrete exclusively.
K. Recycle: Recovery of demolition or construction waste for subsequent processing m preparation for reuse.
L. Rubbish: Includes both combustible and noncombustible wastes, such as paper, boxes, glass, crockery, metal and lumber scrap, tin cans, bones, and other similar materials.
M. Salvage: Recovery of demolition or construction waste and subsequent sale or reuse m another facility.
N. Salvage and Reuse: Recovery of demolition or construction waste and subsequent incorporation into the Work.
0. Sanitary Wastes 1. Garbage: Refuse and scraps resulting from preparation, cooking, distribution, or consumption of food, or other similar materials. 2. Sewage: Domestic sanitary sewage.
1.4 PERFORMANCE REQUIREMENTS
A. General: Achieve end-of-Project rates for salvage/recycling of a minimum of 75 percent by weight of total non-hazardous solid waste generated by the Work. Practice efficient waste management in the use of materials in the course of the Work. Use all reasonable means to divert construction and demolition waste from landfills and incinerators. Facilitate recycling and salvage of materials, including the following: 1. Demolition Waste a. Plywood and oriented strand board. b. Roofing. c. Insulation (including fiberglass, rigid polystyrene but excluding polyisocyanurate). 2. Construction Waste a. Wood sheet materials (plywood, oriented strand board, and medium density fiberboard). b. Metals. c. Roofing. d. Insulation (including fiberglass, rigid polystyrene but excluding polyisocyanurate ). e. Packaging: Regardless of salvage/recycle goal indicated above, salvage or recycle 100 percent of the following uncontaminated packaging materials: 1) Paper. 2) Cardboard. 3) Boxes. 4) Plastic sheet and film. 5) Polystyrene packaging. 6) Wood crates and pallets.
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7) Plastic pails. 8) Beverage containers.
1.5 ACTION SUBMITTALS
A. Construction Waste Management Plan (CWMP): Submit 3 copies of plan within 10 calendar days of date established for the Notice of Award and prior to any waste removal. I. Update and submit 3 copies of plan quarterly thereafter.
1.6 INFORMATIONAL SUBMITTALS
A. Waste Reduction Progress Reports: Concurrent with each Application for Payment, submit three copies of report. Include the following information: I. Material category. 2. Generation point of waste. 3. Total quantity of waste in tons. 4. Quantity of waste salvaged, both estimated and actual in tons. 5. Quantity of waste recycled, both estimated and actual in tons. 6. Total quantity of waste recovered (salvaged plus recycled) in tons. 7. Total quantity of waste recovered (salvaged plus recycled) as a percentage of total waste. 8. A copy of monthly reports from recycler(s).
B. Waste Reduction Calculations: Before request for Substantial Completion, submit three copies of calculated end-of-Project rates for salvage, recycling, and disposal as a percentage of total waste generated by the Work.
C. Records of Donations: Indicate receipt and acceptance of salvageable waste donated to individuals and organizations. Indicate whether organization is tax exempt.
D. Records of Sales: Indicate receipt and acceptance of salvageable waste sold to individuals and organizations. Indicate whether organization is tax exempt.
E. Recycling and Processing Facility Records: Indicate receipt and acceptance of recyclable waste by recycling and processing facilities licensed to accept them. Include manifests, weight tickets, receipts, and invoices.
F. Landfill and Incinerator Disposal Records: Indicate receipt and acceptance of waste by landfills and incinerator facilities licensed to accept them. Include manifests, weight tickets, receipts, and invoices.
G. Qualification Data: For waste management coordinator.
1.7 QUALITY ASSURANCE
A. Experienced firm, with a record of successful waste management coordination of projects with similar requirements, that employs a LEED Accredited Professional, certified by USGBC, as waste management coordinator.
B. Regulatory Requirements: Comply with hauling and disposal regulations of authorities having jurisdiction.
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C. Waste Management Conference: Conduct conference at Project Site in accordance with Section 01 31 19"". Review methods and procedures related to waste management including, but not limited to, the following:
1. Review and discuss CWMP including responsibilities of waste management coordinator. 2. Review requirements for documenting quantities of each type of waste and its disposition. 3. Review and finalize procedures for materials separation and verify availability of containers and bins needed to avoid delays. 4. Review procedures for periodic waste collection and transportation to recycling and disposal facilities. 5. Review waste management requirements for each trade.
1.8 CONSTRUCTION WASTE MANAGEMENT PLAN (CWMP)
A. General: Develop a CWMP according to ASTM E1609 and requirements of this Section. Plan must consist of waste identification, waste reduction work plan, and cost/revenue analysis. Distinguish between demolition and construction waste. Indicate quantities by weight. Convert quantities measured in volume to equivalent weight using equivalency table accepted by the USGBC or the California Integrated Waste Management Board (CIWMB). Obtain prior acceptance of CIWMB tables from USGBC.
B. Waste Identification: Indicate anticipated types and quantities of demolition and construction waste generated by the Work. Use
C. Waste Reduction Work Plan: List each type of waste and whether it will be salvaged, recycled, or disposed of in landfill or incinerator. Use
D. Cost/Revenue Analysis: Indicate total cost of waste disposal as if there was no CWMP and net additional cost or net savings resulting from implementing CWMP. Include the following: 1. Total quantity of waste. 2. Estimated cost of disposal (cost per unit). Include hauling and tipping fees and cost of collection containers for each type of waste. 3. Total cost of disposal (with no CWMP). 4. Revenue from salvaged materials.
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5. Revenue from recycled materials. 6. Proposed rebate programs that will be captured. 7. Savings in hauling and tipping fees by donating materials. 8. Savings in hauling and tipping fees that are avoided. 9. Handling and transportation costs. Include cost of collection containers for each type of waste. 10. Net additional cost or net savings from waste management plan.
PART 2 PRODUCTS- NOT USED
PART 3 EXECUTION
3.1 PLAN IMPLEMENTATION
A. General: Implement the approved CWMP. Provide handling, containers, storage, signage, transportation, and other items as required to implement the CWMP during the entire duration of the Contract. 1. Comply with Section 01 50 00 "'' for operation, termination, and removal requirements.
B. Training: Train workers, subcontractors, and suppliers on proper waste management procedures as appropriate for the Work occurring at Project site. 1. Distribute the CWMP to everyone concerned within three days of submittal return. 2. Distribute the CWMP to entities when they first begin work on site. Review the CWMP procedures and locations established for salvage, recycling, and disposal. 3. Provide information and training updates throughout the construction process as needed to facilitate understanding and participation.
C. Site Access and Temporary Controls: Conduct waste management operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. 1. Designate and label specific areas on Project Site necessary for separating materials that are to be salvaged, recycled, reused, donated, and sold. 2. Comply with Section 01 50 00 "" for controlling dust and dirt, environmental protection, and noise control.
3.2 SALVAGING DEMOLITION WASTE
A. Salvaged Items for Reuse in the Work: Salvage items for reuse and handle as follows: 1. Clean salvaged items. 2. Pack or crate items after cleaning. Identify contents of containers. 3. Store items in a secure area until installation. 4. Protect items from damage during transport and storage. 5. Install salvaged items to comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make items functional for use indicated.
B. Salvaged Items for Sale and Donation: Not permitted on Project Site.
C. Salvaged Items for CDCR's Use:
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1. Clean salvaged items. 2. Pack or crate items after cleaning. Identify contents of containers. 3. Store items in a secure area until delivery to CDCR. 4. Transport items to CDCR's storage area designated by CDCR. 5. Protect items from damage during transport and storage.
3.3 RECYCLING DEMOLITION AND CONSTRUCTION WASTE, GENERAL
A. General: Recycle paper and beverage containers used by on-site workers.
B. Recycling Incentives: Revenues, savings, rebates, tax credits, and other incentives received for recycling waste materials must accrue to Contractor.
C. Preparation of Waste: Prepare and maintain recyclable waste materials according to recycling or reuse facility requirements. Maintain materials free of dirt, adhesives, solvents, petroleum contamination, and other substances deleterious to the recycling process.
D. Procedures: Separate recyclable waste from other waste materials, trash, and debris. Locate containers and/or bins in areas designated in the CWMP. Separate recyclable waste by type at Project site to the maximum extent practical according to the approved CWMP. 1. Provide appropriately marked containers or bins for controlling recyclable waste until they are removed from Project Site. Include list of acceptable and unacceptable materials at each container and bin. a. Inspect containers and bins for contamination and remove contaminated materials if found. 2. Stockpile processed materials on-site without intermixing with other materials. Place, grade, and shape stockpiles to drain surface water. Cover to prevent windblown dust. 3. Stockpile materials away from construction area. Do not store within drip line of remaining trees. 4. Store components off the ground and protect from the weather. 5. Remove recyclable waste off CDCR property and transport to recycling receiver or processor.
3.4 RECYCLING DEMOLITION WASTE
A. Wood Materials: Sort and stack members according to size, type, and length. Separate lumber, engineered wood products, panel products, and treated wood materials.
B. Metals: Separate metals by type. 1. Structural Steel: Stack members according to size, type of member, and length. 2. Remove and dispose of bolts, nuts, washers, and other rough hardware.
3.5 RECYCLING CONSTRUCTION WASTE
A. Packaging 1. Cardboard and Boxes: Break down packaging into flat sheets. Bundle and store in a dry location. 2. Polystyrene Packaging: Separate and bag materials. 3. Pallets: As much as possible, require deliveries using pallets to remove pallets from Project site. For pallets that remain on-site, break down pallets into component wood pieces and comply with requirements for recycling wood.
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4. Crates: Break down crates into component wood pieces and comply with requirements for recycling wood.
B. Wood Materials 1. Clean Cut-Offs of Lumber: Grind or chip into small pieces. 2. Clean Sawdust: Bag sawdust that does not contain painted or treated wood. a. Comply with requirements in Section 32 90 00 "" for use of clean sawdust as organic mulch.
3.6 DISPOSAL OF WASTE
A. General: Except for items or materials to be salvaged, recycled, or otherwise reused, remove waste materials from Project Site and legally dispose of them in a landfill or incinerator acceptable to authorities having jurisdiction. 1. Except as otherwise specified, do not allow waste materials that are to be disposed of accumulate on-site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.
B. Burning: Do not bum waste materials.
C. Disposal: Transport waste materials off CDCR property and legally dispose of them.
END OF SECTION
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SECTION 01 78 23
OPERATION AND MAINTENANCE DATA
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes 1. Operation and maintenance data.
1.2 FORMAT
A. Prepare operation and maintenance manual in the form of an instruction manual for use by operating and maintenance personnel. 1. Provide electronic Portable Document Format (PDF) files on CDs or DVDs that allow for text search. 2. Organize bookmarks for each subsection. 3. Provide paper copy manuals into binders of manageable size.
1.3 CONTENT
A. Include title page, table of contents, general information, and information on equipment, systems, and products specified in individual Sections including product data, written text, drawings and warranties.
B. Provide master index with page numbers. 1. Include references to manufacturers' printed data. 2. Include references to as-built drawings by sheet number, title, and date.
C. Organize manual into separate sections for each piece of equipment, system and material.
D. Architectural Products: Provide manufacturer's data and instructions on care and maintenance of architectural products.
E. Equipment and Systems: Provide the following for each piece of equipment, building operating system, electric system, and electronic system. 1. Identification of Building Number in which item of equipment is located. 2. Complete description of each unit and related component parts. 3. Manufacturer's information. a. Include name, address, and voice and fax phone numbers, and e-mail address (if applicable) of factory and local supplier; indicate names of contact persons. 4. Schematics and wiring diagram of operation. a. Include elementary and construction diagrams. 5. List of special tools required for operation and repair. 6. Maintenance procedures. 7. Trouble shooting procedures. 8. Operating procedures. 9. Servicing schedule.
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10. Equipment Maintenance Data Summary. a. Form to be used is bound into Specifications immediately following this Section as 01 78 23 - Attachment. b. Fields marked with an asterisk (*) must be verified by CDCR Representative. 11. Mechanical Products: Indicate danger warnings. a. Include warnings of danger of physical injury on rotating machinery; disconnect switches, unexpected start-up of automatic equipment, and other hazards as appropriate. 12. Electrical Products a. Provide separate manuals for electrical power, lighting equipment, and electronic systems. b. Include references to "life safety" and reminders of danger of electrocution, bums, and eye injury. c. Include riser and wiring diagrams using standard symbols indicated on the Drawings. Where symbols are required, but not used on the Drawings, use standard IEEE and ISA symbols. d. Include general explanations and data for replacement of solid-state boxes (such as programmable controllers).
1.4 SUBMITTALS
A. Provide preliminary copy of operation and maintenance data when each item of equipment is delivered to the work site. This copy may be used for preliminary submittal of operation and maintenance manual.
B. Preliminary Submittal: Upon completion of items requiring operation and maintenance data and not later than 45 days prior to scheduled final inspection, submit one CD or DVD copy of searchable PDF files and one paper copy in binder of operation and maintenance manual for review. 1. CDCR Representative will return one copy with comments within 20 days of receipt. 2. Make corrections and modifications to comply with comments.
C. Final Submittal: Submit Final copies of operation and maintenance manual no later than 15 days prior to final inspection. 1. Submittal must include four CD or DVD copies in searchable PDF format and three paper copies in binders.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
OPERATION AND MAINTENANCE DATA CDCR-SDD 20150420 01 78 23 - 2 Backcheck#l - MARCH 27, 2017 CSP - Project Name Bid Package ## - If Applicable
SECTION 017823-ATTACHMENT A
EQUIPMENT MAINTENANCE DATA SUMMARY
Item No. I I
Item Description Date Installed* Date Started Item Location Cost Est. Life Item Tag No. Shop Dwg Trans No.* Spec Section Item Mfr. Warranty Start Date* Warranty End Date* _ Mfr's Address Phone Local Vendor Vendor Address Phone MAINTENANCE REQUIREMENTS RUNTIME D w M 0 s A HOURS*
LUBRICATION INFORMATION
Type I Manufacturer Use Type2 Manufacturer Use Type 3 Manufacturer Use Type4 Manufacturer Use Type 5 Manufacturer Use RECOMMENDED SPARE PARTS ELECTRICAL NAMEPLATE DATA Part No. Part Name Ouantitv Equip. Make Serial No. ID No. Model No. Frame No. HP v Amp Hz_ PH RPM -- SF Duty _ Code Ins Cl -- Des Type _ NEMA Des - CAmb - Temp Rise __ Rating Misc.
MECHANICAL NAMEPLATE DATA Equip. Make Serial No. ID No. Model No. Frame No. HP RPM -- CAP Size_ TDH ImpSz _ Belt No. CFM _ PSI AssyNo _ Cast No. Misc.
END OF SECTION 01 78 23 - ATTACHMENT A
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SECTION 02 41 00
DEMOLITION
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes: 1. General requirements for utility/site demolition, utility disconnection, salvage/protection of existing utilities.
1.2 ENVIRONMENTAL REQUIREMENTS
A. Burning is not permitted.
1.3 SUBMITTALS
A. Submit in accordance with Section 01 33 00 and 01 33 23.
B. Submit plan for debris removal and disposal. An approved demolition procedure submittal must be prepared and available at least 14 days prior to the start of demolition. The procedures must provide for safe conduct of the Work, careful removal/abandonment/salvage and disposition of materials and equipment, protection of facilities which are to remain undisturbed, coordination with existing facilities to remain in service, and timely disconnection of utility services. The procedures must include a detailed description of the methods and equipment to be used for each part of the operation, and the sequence of operation.
C. The Contractor must provide written authorization from disposal site owner where material must be disposed.
D. Submit plan and certifications for hazardous materials abatement if required.
E. Submit safety plan.
1.4 DEMOLITION, SALVAGE, ABANDONMENT, AND REMOVAL COORDINATION
A. The Contractor must note that the Contract Documents used to indicate demolition are based on record information. Prior to the submittal of bids the Contractor must conduct a comprehensive survey of the facilities to verify the scope of the Work, the extent of the utilities, and the physical sequencing constraints.
B. The Contractor must carefully coordinate the extent of the demolition in areas where existing utilities must be reconnected to new facilities where existing facilities must remain operational, and where vegetation/plants/trees and curb/gutter must be restored.
C. The Contractor must erect and maintain fence, barricades, other devices, and warning signs around the construction perimeter throughout the construction period. The Contractor must remove all devices and structures at the completion of the Work.
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D. While the Work is being performed, the Contractor must provide adequate access to all CDCR Central California Women's Facility personnel, CDCR Representatives, other Contractors, and utility personnel for routine operation and maintenance.
E. The Contractor must coordinate all demolition, removal, abandonment, and salvage with the CDCR Representative.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.1 PREPARATION
A. Determine with the CDCR Representative utilities, structures, and elements to remain.
B. Protect existing buildings, fencing, utilities, roads, and improvements that are to remain. The Contractor must provide temporary chain link fencing within 10 feet of the limits of Work.
C. Before beginning any cutting or demolition work, the Contractor must carefully inspect the existing facilities and examine the Contract Documents to determine the extent of the Work. The Contractor must take all necessary precautions to prevent damage to existing facilities which are to remain in place and/or in operation. The Contractor must carefully coordinate the Work of this Section with all other work and must provide shoring, sheeting, bracing, and supports as required. The Contractor must ensure that structural elements are not overloaded and must be responsible for increasing structural supports or adding new supports as may be required as a result of any cutting, removal, or demolition work performed under any part of this Contract. The Contractor must remove all temporary protection when the Work is complete or when so authorized by the CDCR Representative.
D. The Contractor must carefully consider all bearing loads and capacities for placement of equipment and materials on site. In the event of any questions as to whether an area to be loaded has adequate bearing capacity, the Contractor must determine the case prior to the placement of such equipment or material.
3.2 DEMOLITION
A. Perform demolition work in accordance with the Site Preparation Plan and the Contract Documents. Disposal of all materials must be performed in compliance with all applicable Local, State, and Federal codes, regulations, and requirements. Demolish and remove designated items. Remove all underground utilities. Utility removal must extend at least 1 foot beyond the interior demolition limit line. All abandoned utilities beyond the removal area must be capped or plugged with concrete per the Contract Documents.
B. Dispose of designated items at an approved off-site location.
C. Clean up and prepare area as required.
3.3 BULK ASBESTOS & LEAD-BASED PAINT ROOF SURVEY
3.4 REPAIR TO DAMAGE
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A. Any damage to building elements to remain, and other existing facilities to remain as caused by the Contractor's operations must be repaired at the Contractor's expense.
B. Damaged items must be repaired or replaced with new materials as required to restore damaged items or surfaces, equal or better pre-construction condition, as approved by the CDCR Representative.
END OF SECTION
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SECTION 02 81 00
TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes: 1. Classification, testing, and handling of hazardous materials for removal and disposal.
B. Related Documents and Sections: 1. Hazardous Material Report by: SCA Environmental, Inc., dated Sept. 20, 2016
1.2 UNIT PRICES
A. This Work may involve removal of the following: 1. Asbestos-Containing Material (ACM) including the following: a. Black mastic with silver paint as patching on the exterior stone and stucco walls, totaling about 225 SF [SCA Sample I.D. FOLSOM- MASTIC-004-1 & 2, with 12% Chrysotile ]. b. Gray mastic patching on stone and stucco walls, totaling about 50 SF [SCA Sample I.D. FOLSOM-MASTIC-007-1 &2, with 15-20% Chrysotile]. c. Silver paint with black tar as patching on exterior stone and stucco walls, totaling about 150 SF [SCA Sample I.D. FOLSOM-PAINT-011-1, with 2% Chrysotile]. d. Beige mortar on exterior stone masonry walls, totaling about 1500 SF [SCA Sample I.D. FOLSOM-MORTAR-012-1, with 5% Chrysotile]. e. Tan stippled stucco on concrete walls at the corner towers, totaling about 1,800 SF [SCA Sample I.D. FOLSOM-STUCC0-008-1, with "trace" (<1%) Chrysotile]
B. The cost of sorting, handling, removal, and disposal of ACM and solid waste must be included in the Contractor's lump-sum base bid.
1.3 REFERENCES
A. 40 CFR 260 Hazardous Waste Management System: General.
B. 40 CFR 261 Identification and Listing of Hazardous Waste.
C. 40 CFR 263 Standards Applicable to Transporters of Hazardous Waste.
D. 40 CFR 268 Land Disposal Restrictions.
E. Resource Conservation and Recovery Act of 1976 (RCRA) and Amendments.
F. Occupational Exposure to Asbestos, Tremolite, Anthrophyllite, and Actinolite; Final Rules, Title 29, Part 1910, Section 1001 (29 CFR 1910.1001) and Part 1926, Section 58 (29 CFR 1910.58) of the Code of Federal Regulations (CFR).
G. 40 CFR 61 Part B pertaining to the National Emission Standard for Asbestos.
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H. California Health and Safety Code, Division 20, Hazardous Waste Control Act.
I. California Code of Regulations, Title 22, Division 4.5, Environmental Health Standards for the Management of Hazardous Waste.
J. California Code of Regulations, Title 8, Industrial Regulations.
K. 29 CFR 1910.120 Hazardous Waste Operations and Emergency Response.
L. State and Local Requirements governing handling, hauling and disposal of asbestos containing materials and hazardous waste.
M. Test Methods for Evaluating Solid Waste--Physical/Chemical Methods. U.S. EPA. 1986. SW846, 3rd Edition.
1.4 DEFINITIONS
A. Asbestos Containing Material (ACM): Naturally occurring asbestos or any manufactured material containing asbestos fiber.
B. Solid Waste: Debris, metal, organics and other waste that is not classified as ACM hazardous waste or inert material.
C. Hazardous Waste: A material that meets the requirements of 40 CFR 261 and/or the California Code of Regulations, Title 22, 66261.
D. Inert Material: Portland cement concrete rubble, asphaltic concrete rubble, and soil.
1.5 DESCRIPTION
A. Provide materials, services, labor, and equipment required for sorting, handling, removal, and disposal of asbestos containing materials and solid waste as specified herein.
B. Material contained in the piles must be identified by the Contractor as material that can either be handled and disposed as asbestos containing material in an appropriate landfill, or be handled and disposed as a solid waste.
C. Work must be done only under the full-time observation of the CDCR Representative.
1.6 GENERAL REQUIREMENTS
A. This Work includes the sorting, handling, removal and disposal of materials that may include asbestos containing material, solid waste, and hazardous waste. This Work may require the use of special equipment, procedures, and trained personnel to perform the work in accordance with Local, State, and Federal regulations.
B. It is the responsibility of the Contractor to be familiar with the appropriate regulations and to perform the Work in accordance with all Local, State, and Federal occupational safety and environmental regulations.
1. 7 SUB MITT ALS
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A. Submit under provisions of 01 33 00.
B. Submit an asbestos/hazardous waste removal, handling, transports, treatment, and disposal plan 15 working days prior to starting the Work. This plan must include: 1. Name of the Subcontractor(s). 2. Methods for determining debris classification. 3. Description of methods for handling or temporary storage, dust suppression (if needed), transporting, disposal, and landfill( s) name and location. 4. Submit notices required by Federal, State, and Local regulations together with proof of timely transmittal to agency requiring notice. 5. Submit copies of current valid permits required by State and Local regulations. 6. Submit copies of all state and local licenses and permits necessary to carry out the Work of this Contract.
C. Submit Characterization Sampling Report within three weeks of sampling completion.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.1 DEBRIS CLASSIFICATION
A. Material contained in the existing debris piles must be classified and sorted by the Contractor into one or more of the following classes: 1. ACM. 2. Solid waste.
3.2 DEBRIS HANDLING AND DISPOSAL
A. General handling and disposal requirements: 1. Segregation and temporary storage of materials must be performed in a manner to avoid contamination of other materials and to avoid mixing between material classifications. 2. ACM and hazardous waste must be hauled by manifest system. Five working days before the transport of contaminated soil, the Contractor must submit in writing to the CDCR Representative a request for a representative to be present on-site to sign manifests. 3. The Contractor must be responsible for health and safety in the Work area at all times. The Contractor must be prepared for encountering unknown substances that may be considered hazardous material. 4. Perform Work in accordance with all the referenced regulations and requirements.
B. Material classified as ACM must be handled, transported and disposed in accordance with all Federal, State, and Local regulations regarding this type of waste. 1. ACM must be disposed in an appropriate class landfill that is permitted to accept ACM. 2. All handling of asbestos-containing debris should be conducted in a manner to maintain non-friable conditions unless information indicates otherwise.
C. Material classified as solid waste must be handled, transported, and disposed in accordance with all Federal, State, and Local regulations pertaining to this type of waste.
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D. Material that is suspected to be hazardous waste must be brought to the attention of the CDCR Representative. 1. The CDCR Representative may do the following: a. Direct the Contractor to dispose as ACM. b. Direct the Contractor to dispose as solid waste. 2. Do not move a suspected hazardous material and avoid mixing contaminated material with uncontaminated material. Willful mixing of hazardous material with other material is in direct violation of state and federal environmental regulations. 3. Material that is classified as hazardous waste must be treated and disposed at a facility permitted to treat and accept such waste.
END OF SECTION
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SECTION 02 82 13
ASBESTOS & LEAD ABATEMENT
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes: 1. Asbestos abatement. 2. Stabilization of loose and peeling LBPs and LCPs prior to painted substrate demolition and disposal.
1.2 REFERENCES
A. American National Standards Institute (ANSI) 1. ANSI WK 4519 - Personal Protective Footwear. 2. ANSI Z9 .2 - Fundamentals Governing the Design and Operation of Local Exhaust and Ventilation Systems. 3. ANSI Z87.1 - Practice for Occupational and Educational Personal Eye and Face Protection Devices. 4. ANSI Z88.2 - Practices for Respiratory Protection. 5. ANSI Z88.6 - Respiratory Protection: Respiratory Use Physical Qualifications for Personnel. 6. ANSI Z89.1 - Industrial Head Protection.
B. American Society for Testing and Materials (ASTM) 1. ASTM D1331 - Test Methods for Surface and Interfacial Tension of Solutions of Surface-Active Agents. 2. ASTM E1494 - Practice for Encapsulants for Spray- or Trowel-Applied Friable Asbestos-Containing Building Materials.
C. Code of Federal Regulations (CFR) 1. 29 CFR 1926 - Safety and Health Regulations for Construction. 2. 29 CFR 1910 - Safety and Health Regulations for General Industry. 3. 29 CFR 1910.1020 - Access to Employee Exposure and Medical Records. 4. 29 CFR 1910.134 - Respiratory Protection. 5. 29 CFR 1910.145 - Specifications for Accident Prevention Signs and Tags. 6. 29 CFR 1910.1001 - Asbestos. 7. 29 CFR 1926.1101 - Safety and Health Regulations for Construction - Asbestos. 8. 29 CFR 1926.58. 9. 34 CFR 231 Appendix C - Procedures for Containing and Removing Building Materials Containing Asbestos. 10. 40 CFR 61 - Subpart A and Subpart M, USEPA, National Emission Standards for Hazardous Air Pollutants (NESHAPS).
D. Compressed Gas Association, Inc. 1. G-7 .1 - Commodity Specification for Air.
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E. National Fire Protection Association (NFP A) 1. NFP A 70 - National Electric Code.
F. Underwriters Laboratories, Inc. 1. UL 586 - Test Performance of High Efficiency Particulate Air Filter Units.
G. National Institute for Occupation Safety and Health (NIOSH) 1. Method 7400: Asbestos and Fibers by PCM - Manual of Analytical Methods, Volume 1.
H. Environmental Protection Agency Documents 1. EPA 530-SW-85-007 - Asbestos Waste Management Guidance. 2. EPA 560/5-85-024 - Fundamentals Governing the Design and Operation of Local Exhaust Systems Asbestos Waste Management Guidance. 3. EPA 560 OPTS-86.001 - Guide to Respiratory Protection for the Asbestos Abatement Industry.
I. California Code of Regulations (CCR) 1. Title 8, Section 1230 - Temperature, Illumination, Sanitation and Ventilation. 2. Title 8, Section 1529 - Asbestos. 3. Title 8, Section 5144 - Respiratory Protection. 4. Title 8, Section 1531 - Respiratory Protective Equipment. 5. Title 8, Section 3204 - Access to Employee Exposure and Medical Records. 6. Title 8, Section 5194 - Hazard Communication. 7. Title 8, Section 3203 - Injury and Illness Prevention Program. 8. Title 8, Article 2.5 - Registration Asbestos-Related Work Section 341.6 through 341.14. 9. Title 8, Section 5208 - Asbestos. 10. Title 22, Division 4.5 - Minimum Standards for Management of Hazardous and Extremely Hazardous Waste. 11. Title 22, Section 67740.
J. Local Air Pollution Control District Regulations 1. San Joaquin Valley Air Pollution Control District regulations.
K. Other Local Regulations 1. California Health and Safety Code, Sections 13121 and 13144.1. 2. California Health and Safety Code, Sections 25249-25249.13 and 25915-25919.7.
1.3 DEFINITIONS
A. Definitions specific to the Work of this Section: 1. Abatement: Procedures to control fiber release from asbestos containing building materials. Includes removal, repair, encapsulation, and enclosure. 2. Air Filtration Equipment: A portable air recirculation system equipped with High Efficiency Particulate Air (HEPA) filtration and used to cleanse air of particulate matter within an abatement area. Air filtration equipment is essentially the same as differential pressure equipment except it recirculates air instead of exhausting it. 3. Airlock: A system for pennitting ingress and egress with minimum air movement between a contaminated area and an uncontaminated area. 4. Air Monitoring: The process of measuring the fiber content of a specific volume of air in a stated period of time.
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5. Air Sampling Professional: The professional contracted or employed to conduct air monitoring and analysis schemes. This individual is also responsible for recognition of technical deficiencies in worker protection equipment and procedures during both planning and on-site phases of an abatement project. 6. Amended Water: Water to which a surfactant has been added. 7. Area Monitoring: Sampling of asbestos fiber concentrations within the asbestos Work Area and outside the asbestos Work Area that is representative of the airborne concentrations of asbestos fibers, which may reach the breathing zone. 8. Asbestos: The term asbestos includes chrysotile, amosite, crocidolite, tremolite, anthophyllite, and actinolite. 9. Asbestos-Containing Construction Material (ACCM): Any manufactured construction material that contains more than 1/10 of one (>0.1 %) percent asbestos by weight. 10. Asbestos-Containing Material (ACM): Any material containing more than 1 percent (> 1.0%) asbestos. 11. Asbestos Fibers: This expression refers to asbestos fibers longer than 5 micrometers with an aspect ratio of 3: 1 or larger under PCM analytical procedures. 12. Asbestos Structure: The type of asbestos morphology that is counted during an analysis. The four types of asbestos structures are: Fiber, Bundle, Matrix, and Cluster. 13. Authorized Visitor: The CDCR, CDCR Representative, or a person of any regulatory or other agency having jurisdiction over the project. 14. Category I Non-Friable Asbestos Containing Material: Asbestos-containing packings, gaskets, resilient floor coverings, mastics, and asphalt roofing products. 15. Category II Non-Friable Asbestos Containing Material: Asbestos-containing material, excluding Category I non-friable asbestos-containing material, that, when dry, and in its present form, cannot be crumbled, pulverized, or reduced to powder by hand pressure. These products include Transite™ board, pipe and asbestos cement products, plaster, stucco, and paint. 16. Ceiling Concentration: An exposure of airborne concentrations of asbestos fibers at any time in excess of 10 fibers per cubic centimeters of air. 17. Class I Asbestos Work: Activities involving the removal of thermal system insulation and surfacing asbestos-containing materials. 18. Class II Asbestos Work: Activities involving the removal of ACM, which is not thermal system insulation, or surfacing material. This includes, but is not limited to, the removal of asbestos-containing wallboard, floor tile and sheeting, roofing and siding shingles, and construction mastics. 19. Clean Room: An uncontaminated area or room, which is a part of the Worker decontamination enclosure with provisions for storage of Workers' street clothes and personal protective equipment. 20. Critical Barrier: A temporary air tight and impermeable barrier that separates an asbestos Work Area from an adjacent potentially occupied area. 21. Decontamination Enclosure System: A series of connected rooms with airlocks between any two adjacent rooms for the decontamination of workers, materials, and equipment. A decontamination enclosure system always contains at least one chamber. 22. Differential Pressure Equipment: A portable local exhaust system equipped with High Efficiency Particulate Air (HEP A) filtration and capable of maintaining constant, low velocity airflow into contaminated areas from adjacent uncontaminated areas. 23. Encapsulant (sealant): A liquid material which can be applied to asbestos containing material and which controls the possible release of asbestos fiber from the material
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either by creating a membrane over the surface (bridging encapsulant) or by penetrating into the material and binding its components together (penetrating encapsulant). 24. Encapsulation: Procedures necessary to apply an encapsulant to asbestos containing building materials to control the possible release of asbestos fibers into the ambient air. 25. Enclosure: Procedures necessary to enclose completely asbestos containing material behind airtight, impermeable, permanent barriers. 26. Equipment Room: A contaminated area or room, which is part of the worker decontamination enclosure with provisions for storage of contaminated clothing and equipment. 27. Equipment Decontamination Enclosure: That portion of a decontamination enclosure system designed for controlled transfer of materials and equipment typically consisting of an equipment room, a washroom, and a holding area. 28. Excursion Limit: A limit of 1.0 flee over a 30 minute sampling period to which employees may not be exposed in excess of, without appropriate respiratory protection. 29. Friable Asbestos-Containing Material: Material that contains more than one percent asbestos by weight and that can be crumbled, pulverized, or reduced to powder by hand pressure when dry. 30. Fixed Louver: A non-operable type louver equipped with a HEP A filter and mounted in the rigid doors or walls of a decontamination enclosure system. 31. Fixed Object: A unit of equipment or furniture in the Work Area, which cannot be removed from the Work Area. 32. HEPA Filter: A High Efficiency Particulate Air (HEPA) filter capable of trapping and retaining 99.97 percent of particles (asbestos fibers) greater than 0.3 micrometers in mass median aerodynamic equivalent diameter. 33. HEP A Vacuum Equipment: Vacuuming equipment with a HEP A (UL 586 labeled) filter system. 34. Holding Area: A chamber in the equipment decontamination enclosure located between the washroom and an uncontaminated area. The holding area includes an airlock. 35. Movable Object: A unit of equipment or furniture in the Work Area, which can be removed from the Work Area. 36. Non-Friable Asbestos-Containing Material: Material that contains asbestos in which the fibers have been locked in by a bonding agent, coating, binder, or other material so that the asbestos is well bound and will not release fibers in excess of the asbestos control limit during any appropriate use, handling, demolition, storage, transportation, processing or disposal. 3 7. Permissible Exposure Limit: An exposure of airborne concentrations of asbestos fibers in excess of 0.10 fibers per cubic centimeter of air as calculated over an eight-hour time weight average (TWA). 38. Personnel Monitoring: Sampling of airborne asbestos fiber concentrations within the breathing zone of an asbestos worker. 39. Plasticize: To cover building surfaces with plastic sheeting as herein specified. 40. Removal: Procedures necessary to remove asbestos-containing materials from designated areas and to dispose of these materials at an acceptable waste disposal site or treatment facility. 41. Rigid Doorway: A device to allow ingress or egress from one room to another while permitting minimal air movement between the rooms. A rigid doorway typically consists of a solid panel door, gasketed to prevent air leakage, attached by hinges to a rigid doorframe. A lockset is required to secure door in the closed position.
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42. Shower Room: A room between the clean room and the equipment room in the worker decontamination enclosure with hot and cold or warm running water and suitably arranged for complete showering during decontamination. The shower room includes an airlock between contaminated and clean areas. 43. Surfactant: A chemical wetting agent added to water to improve penetration and improve control of airborne fiber concentration. 44. Washroom: A room between the Work Area and the holding area in the equipment decontamination enclosure system. The washroom comprises an airlock. 45. Wet Cleaning: The process of eliminating asbestos contamination from building surfaces and objects by using cloths, mops, or other cleaning tools which have been dampened with water, and by afterwards disposing of these cleaning tools as asbestos-contaminated waste. 46. Work Area: Designated rooms, spaces, or areas of the project in which asbestos abatement actions are to be undertaken or which may become contaminated as a result of such abatement actions. A contained Work Area is a Work Area, which has been sealed and equipped with a decontamination enclosure system. A non-contained Work Area is an isolated or controlled-access Work Area, which has not been sealed nor equipped with a decontamination enclosure system. 47. Worker Decontamination Enclosure System: That portion of a decontamination enclosure system designed for controlled passage of workers, other personnel, and authorized visitors. It typically consisting of a clean room, a shower room, and an equipment room. 48. Work Shift: A crew or crews at a contiguous contained or contiguous demarcated work site performing work items for a continuous period of time excluding work breaks.
1.4 DESCRIPTION
A. The Work includes all Contract Documents and permits for the removal, transportation, storage, sampling, analytical analyses, and disposal of all asbestos containing/contaminated items, articles and building materials as specified, shown or reasonably implied on the Contract Documents or discovered during demolition and renovation activities.
B. Identification of Asbestos-Containing Materials (ACM) and Asbestos-Containing Construction Materials (ACCM) and impacted/contaminated items, articles and building materials. This applies to any previously identified asbestos containing/contaminated materials and those discovered during the project construction phase.
C. Contractor is responsible for reviewing all asbestos survey reports, Contract Documents, and details to determine if they impact potentially asbestos containing/contaminated materials.
1.5 SUB MITTALS
A. Submit in accordance with Section 01 33 00 and 01 33 23.
B. Product data must include manufacturer's product data, specifications, samples and application instructions and other pertinent information as necessary.
C. Quality Assurance Submittals: Refer to Article 1. 7.
1.6 QUALITY ASSURANCE
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A. Qualification: In accordance with the Contract Time set forth in Section 01 11 00. 1. Registration: A copy of the registration for Asbestos-Related Work from the Division of Occupational Safety and Health in accordance with Title 8, Article 2.5 of the California Code of Regulations. 2. Personnel Training for Superintendent and Foreman: A copy of cmTent certificates which verifies that each superintendent and foreman has successfully completed an EPA approved Asbestos Abatement Contractor/Supervisor Course. 3. Personnel Training for Workers: A copy of the asbestos abatement employee training program, and current certificates which verify that each employee has successfully completed an EPA approved Asbestos Abatement Worker Course. 4. Respirators: A written standard operating procedure governing selection, fit-testing, and use of respirators in accordance with 29 CFR 1910.134, 29 CFR 1926.1101, CGAI Standard G7.l, ANSI Z88.2, and Z88.6. Also submit manufacturer's certification that the respirators to be used in this project comply with these regulatory requirements. 5. Medical Examination: Proof that personnel who will be entering contaminated areas have had medical examinations, and furnish the results of said exams to the CDCR Representative and signed by the medical examiner. Comply with 29 CFR 1910.1020 for access to employee exposure and medical records, and make available to the CDCR Representative upon request. a. Before exposure to airborne asbestos, provide each employee with a comprehensive medical exam meeting the general definition outlined in Title 8 CCR Section 1529. b. Submit an employee roster to the CDCR Representative for each work shift and confirm in writing within 24 hours of commencement of shift. c. Submit a signed and notarized "Certificate of Worker's Acknowledgement", for each personnel entering contaminated Work Areas at any time for the duration of the Work. 6. A detailed plan of the work procedures for abatement of asbestos materials. (Attachment B - Asbestos Work Plan Outline)
B. Notifications, Communications and Postings: Notify the CDCR Representative at the same time each notification is issued; properly identify each notification for the CDCR Representative. 1. Submit copies of notifications to all appropriate government agencies, including the following: a. Division of Occupational Safety and Health 1) Occupational Carcinogen Control Unit 2) Notification must be in accordance with CCR, Title 8, Section 341.9. b. Asbestos NESHAPS Coordinator 1) Air Management Division, USEPA- Region 9 7 5 Hawthorne Street San Francisco, CA 94105 2) Contact the agency for the requirements of notification. c. Copies of government agency correspondence must be included in the submittals. d. Secure approval of Local police and fire departments having jurisdiction of the proposed security and safety plans for the Work prior to submittal to the CDCR Representative. Contact both departments for the requirements of the approval process. 2. Safety Compliance: In addition to detailed requirements of this specification, comply with laws, ordinances, rules, and regulations of Federal, State, Regional, and Local
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authorities regarding handling, storing, transporting, and disposing of asbestos waste materials. Comply with applicable requirements of 29 CFR 1910.1101, and 40 CFR 61, Subparts A, & M, 40 CFR 61.152, and CCR Title 8 Section 1529. Submit matters of interpretation of standards to the appropriate administrative agency for resolution before starting the Work. Where requirements of this specification and reference documents vary, the most stringent requirement must apply. 3. The Contractor must have, at his office and also at the jobsite, at least one copy each, of the following codes: 29 CFR 1910, Subpart I, 29 CFR.1910.1101; 40 CFR Part 61, Subparts A & M; and CCR, Title 8, Section 1529. 4. Before the commencement of any Work at the site, post in both English and Spanish, bilingual EPA and CAL/OSHA caution signs in and around the Work area to comply with EPA and OSHA regulations.
C. Field Air Sampling: Personnel monitoring and other monitoring which is required by law or considered necessary by the Contractor for worker protection must be the responsibility of the Contractor and performed by the Contractor's Air Sampling Professional. The Contractor must disclose any interest in the firm or laboratory performing the Field Air Sampling or analysis.
D. Certifications: 1. Equipment Certification: Submit manufacturer's certification that vacuums, differential pressure equipment filters, and other local exhaust ventilation equipment conform to ANSI Z9.2. 2. Rental Equipment: When rental equipment is to be used in removal areas or to transport waste materials, a copy of the written notification provided to the rental company informing them of the nature of use of the rented equipment must be submitted to the CDCR Construction Supervisor and signed by the rental company. 3. Land Disposal Restrictions: Submit a copy of the completed Notice and Certification with each Hazardous Waste Manifest for wastes intended for land disposal pursuant to CCR, Title 22, Section 67740, to the CDCR Representative and signed by the author. 4. For HEPA-filtration systems exhausting either internally or externally within 50 feet of the building's air intake or entry, submit the results of on-site DOP or Portacount testing of required efficiency.
PART 2 PRODUCTS
2.1 PROTECTIVE COVERING (PLASTIC)
A. Fire retardant polyethylene sheets 6-mil and 4-mil in sizes to minimize frequency of joints, approved and listed by the State Fire Marshal per Section 13121 and/or 13144.1 of the California Health and Safety Code.
2.2 TAPE, ADHESIVE, AND SEALANTS
A. Duct tape two inches or wider, or equal, capable of sealing joints of adjacent sheets of plastic sheets and for attachment of plastic sheet to finished or unfinished surfaces of dissimilar materials and capable of adhering under both dry and wet conditions, including use of amended water.
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B. Spray adhesive for sealing polyethylene to polyethylene must contain no methylene chloride compounds.
2.3 PROTECTIVE PACKAGING
A. Appropriately labeled 6-mil (or double 3-mil) sealable polyethylene bags as a minimum.
B. Appropriately labeled, closed, impermeable drum containers.
C. Bilingual labels (English and Spanish) on containment glove bags, waste packages, contaminated material packages and other containers must be in accordance with EPA or OSHA standards.
2.4 WARNING LABELS AND SIGNS
A. As required by CCR, Title 8, Section 1529, 29 CFR 1926.1101, and 29 CFR 1910.145.
2.5 SURFACTANT
A. Surfactant, or wetting agent, for amending water will be 50 percent polyoxyethylene ether and 50 percent polyoxyethylene ester, at a concentration of one ounce per five gallons of water.
2.6 ENCAPSULANTS
A. After removal use clear encapsulant as follows: 1. American Coatings Corporation; Cable Coating 22 P. 2. Better Working Environments; BWE 3000. 3. Mateson Chemical Corporation; Cover-Al. 4. Stinnes-Westem Chemical Corporation; W edco W edbestos Primer.
2.7 PERSONAL PROTECTIVE EQUIPMENT
A. Personal Protective Equipment must comply with the requirements of 29 CFR 1910, Subpart I, 8 CCR 1529 and CCR, Title 8, Division 1, Chapter 4.
B. Work clothes must consist of fire retardant, disposable, full-body coveralls, head covers, boots, rubber gloves, and sneakers or equivalent in accordance with 29 CFR 1926.1101, and ANSI WK 4519. Sleeves at wrists and cuffs at ankles must be secure.
C. Eye protection and hard hats must be available as required by applicable safety regulations and be in accordance with ANSI Z87.1 and Z89. l.
D. Provide authorized visitors with suitable protective clothing, headgear, eye protection, and footwear whenever they are required to enter Work Area.
2.8 RESPIRATORS
A. Provide all workers, foremen, superintendents, authorized visitors, and inspectors personally issued and marked respiratory equipment jointly approved by NIOSH/MSHA. When respirators with disposable filters are employed, provide sufficient filters for replacement as recommended by manufacturers or this Specification. Selection of respirators must be made
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according to the guidance of CCR, Title 8, Section 1529, 29 CFR 1926.1101; ANSI Z88.2; CGAI G7.1; EPA 560 OPTS-86.001; and Table I of this section.
B. The minimum respiratory protection required for this Project is as follows (See also Table I of this section): 1. Use either full-face or half-face negative pressured air purifying respirators for the following tasks: a. Pre-construction sealing of openings and penetrations to the Work Areas with plastic sheeting. b. Decontamination of removables. c. Loading asbestos-containing drums on truck for transportation and unloading bags at approved landfill. d. During final wipe down of workspace e. CDCR and/or their Industrial Hygiene Consultant will consider alternate respiratory protection systems proposed by the Contractor. The Contractor must provide documentation that asbestos levels during previous, comparable jobs were within the protection factors of the respirators to be used as outlined in Table I. The use of the following type of respirators is contingent upon approval by CDCR and/or their Industrial Hygiene Consultant.
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I Maximum Airborne Protection Fiber Concentration Minimum Acceptable Respirator** Factor Outside Respirator* Half-mask air purifying respirator, other than a disposable respirator, equipped with 0.1 fiber/cc 10 high efficiency filters
Full face piece air-purifying respirator 0.5 fibers/cc 50 equipped with high efficiency filters.
Any powered air-purifying respirator equipped with high efficiency filters or any 1. 0 fibers/ cc 100 supplied air respirator operated in continuous flow mode. Type "C" supplied air respirators, full face 10.0 fibers/cc 1,000 piece, pressure demand mode. Type "C" supplied air respirators, full face piece, pressure demand mode, equipped with Over 10. 0 fibers/ cc 1,000 an auxiliary positive pressure, self-contained breathing apparatus.
Disposable single use respirators are not to be worn for protection against asbestos. *Must demonstrate that the fiber levels will not exceed 0.01 flee inside the respirator based on quantitative mask fit testing for each individual using the respirator protection factor formula. **Greater respiratory protection is always acceptable regardless of asbestos concentrations.
2. Use high efficiency powered air-purifying respirators (P APR) for the following provided maximum airborne fiber concentration outside the respirator is at or below 1.0 fibers/cc: a. During use of glovebag technique. b. During limited use of glovebag technique and removal of piping with asbestos insulation intact.
PART 3 EXECUTION
3.1 PROJECT PROCEDURES:
A. Abatement Procedure Plans: Submit a detailed plan of the Work procedures for abatement of asbestos materials. At a minimum include the following and follow Attachment B - Asbestos Work Plan Outline: 1. Personnel monitoring procedures in accordance with 29 CFR 1926.1101 and CCR Title 8 Section 1529. 2. Phasing of abatement work indicating daily roster of workers for each phase. 3. Security system warning signs locations in accordance with 29 CFR 1926.58
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4. Detailed plans for decontamination facilities, toilets, and systems providing intraroom and Work Area to outside communication showing connections to existing building. 5. Standard procedures for protecting workers, visitors, and employees and protection of spaces outside Work Area from contamination. 6. Engineering systems exposure control indicating number, location, and capacity of supply and exhaust systems, the expected direction of flow, and the range of expected differential pressure in each area. 7. Number and location of view ports in accordance with BAAQMD requirements. Submit a shop drawing indicating locations.
B. Emergency Precautions and Procedures 1. Establish emergency and fire exits from the Work Area. Emergency exits must be equipped with two full sets of protective clothing and respirators. 2. Local medical emergency personnel, both ambulance crews and hospital emergency room staff, must be notified prior to commencement of abatement operations as to the possibility of having to handle contaminated or injured workers, and must be advised on safe decontamination. 3. The Contractor must be prepared to administer first aid to injured personnel after decontamination. Seriously injured personnel must be treated immediately or evacuated without delay for decontamination. When an injury occurs, the Contractor must stop Work and implement fiber reduction techniques (e.g., water spraying) until the injured person has been removed from the Work Area. 4. Before starting actual removal of asbestos material local police and fire departments must be notified as to the danger of entering the Work Area and they must be invited to attend an informal training program to be conducted by the Contractor which must provide information regarding abatement activities, decontamination practices, etc. The Contractor must make every effort to help these agencies form plans of action should their personnel need to enter the contaminated area.
C. Worker Protection Procedures (Bilingual: English and Spanish) -- To Be Posted in Clean Room. 1. Each worker and authorized visitor must, upon entering the job site: Remove street clothes in the clean-change room and put on a respirator and clean protective clothing before entering the equipment room or the Work Area. 2. Workers must, each time they leave the Work Area: Remove gross contamination from clothing before leaving the Work Area; proceed to the equipment room and remove clothing except respirators; still wearing the respirator, proceed naked to the showers; clean the outside of the respirator with soap and water while showering; remove the respirator; thoroughly shampoo and wash themselves. 3. Following showering and drying off, each worker must proceed directly to the clean change room and dress in clean clothes at the end of each day's work, or before eating, smoking, or drinking. Before re-entering the Work Area from the clean-change room, each worker and authorized visitor must put on a clean respirator and must dress in clean protective clothing. 4. Contaminated work footwear must be stored in the equipment room when not in use in the Work Area. Upon completion of asbestos abatement, dispose of footwear as contaminated waste. 5. Workers removing waste containers from the equipment decontamination enclosure must enter the holding area from outside wearing a respirator and dressed in clean
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disposable coveralls. No worker may use this system as a means to leave or enter the wash room or the Work Area. 6. Color of disposable clothing worn outside Work Area must be different in color or markings from disposable clothing work inside Work Area. 7. Workers must not eat, drink, smoke, or chew gum or tobacco while in the Work Area. 8. Workers and authorized visitors with beards must not enter the Work Area unless equipped with respirators approved for use with beards.
3.2 PREPARATION
A. Work Areas: 1. Shut down electric power. Provide temporary power and lighting and ensure safe installation of temporary power sources and equipment per applicable electrical code requirements and provide ground-fault interrupter circuits as power source for electrical equipment. 2. Shut down and isolate heating, cooling, ventilation air systems to prevent contamination and fiber dispersal to other areas of the structure. During the work, vents within the Work Area must be sealed with tape and plastic sheeting and as shown on plans. 3. Do not begin work until area is free of loose equipment. 4. Pre-clean fixed objects within the proposed Work Areas, using HEP A filtered vacuum equipment and/or wet cleaning methods as appropriate, and enclose with protective barriers of plywood covered with minimum 4 mil plastic sheeting sealed with tape. 5. Clean the proposed Work Areas using HEP A filtered vacuum equipment or wet cleaning methods as necessary to maintain fiber levels at or below 0.01 flee. Methods that raise dust, such as dry sweeping or vacuuming with equipment not equipped with HEP A filters must not be used. 6. Seal off openings, including but not limited to corridors, doorways, ducts, grills, diffusers, and any other penetrations of the Work Areas, with plastic sheeting sealed with tape. 7. Cover floor and wall surfaces with plastic sheeting sealed with tape. Use a minimum of two layers of 6-mil plastic on floors. Cover floors first so that plastic extends at least 12 inches up on walls, then cover walls with a minimum of 4 mil plastic sheeting to the floor level, thus overlapping the floor material by a minimum of 12 inches. The Contractor may use additional layers to assist in protection during the replacement of materials. 8. Install Decontamination Enclosure System or equivalent prefabricated portable decontamination units as approved. 9. Maintain emergency and fire exits from Work Areas. 10. Shut down steam in lines that are to be abated.
B. Decontamination Enclosure System (General): 1. Construct Decontamination Enclosure System with suitable framing for rigid doorways and walls. Walls and floor of Decontamination Enclosure System must be lined with two layers of six mil polyethylene sheeting sealed with duct tape. 2. Access between contaminated and uncontaminated rooms or areas must be through an airlock. Access between any two rooms within the Decontamination Enclosure Systems must be through a rigid doorway. Rigid doorways to shower room must be provided with an interlocking device to prevent the opening of both doors simultaneously.
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3. A fixed louver must be provided in all rigid panel doors of a Decontamination Enclosure System. Fixed louvers may be installed in rigid walls in lieu of installing them in rigid panel doors.
C. Worker Decontamination Enclosure System: Construct a Worker Decontamination Enclosure Systems contiguous to the Work Area consisting of three totally enclosed chambers as follows: 1. An equipment room with two rigid doorways, one to the Work Area and one to the shower room. 2. A shower room with two rigid doorways, one to the equipment room and one to the clean room. Shower room must contain at least one shower with hot and cold or warm water. Careful attention must be paid to the shower enclosure to ensure against leaking of any kind. Ensure a supply of soap at all times in the shower room. Shower water must be filtered to remove asbestos prior to being discharged to drain or barrel. 3. A clean room with one rigid doorway into the shower and one entrance or exit to non contaminated areas of the building. Clean room must have sufficient space for storage of worker's street clothes, towels, and other non-contaminated items. Clean room must also store fresh, non-contaminated protective clothing, respirators, and any other accessory to be used by workers in the Work Area.
D. Equipment Decontamination Enclosure System: 1. Provide or construct an Equipment Decontamination Enclosure System consisting of areas as follows: a. A wash room, constituting an airlock, with a rigid doorway to a designated wet sponge area, a rigid doorway to the holding area, and a rigid doorway to the shower area. b. A wet sponge area, with a rigid doorway to the equipment room and wash room. c. A holding area, constituting an airlock, with a rigid doorway to an uncontaminated clean room and rigid doorway each to wash room and loading ramp.
E. Separation of Work Areas from Occupied Areas. 1. Separate parts of the building required to remain in use from parts of the building that will undergo asbestos abatement by means of airtight barriers, constructed as follows: a. Build suitable wood or metal framing and apply 3/8-inch minimum thick sheathing on the Work side. b. Cover sheathing with minimum of two layers of 6-mil plastic sheet, sealed with duct tape as specified on Work Area side. c. Seal all penetration points to the Work Area by using minimum of two layers of 6- mil plastic sealed with duct tape.
F. Maintenance of Enclosure Systems: 1. Ensure that barriers and plastic linings are effectively sealed and taped. Repair damaged barriers and remedy defects immediately upon discovery. 2. Visually inspect enclosures at the beginning of each work period. 3. Use smoke methods to test effectiveness of barriers prior to implementing asbestos removal and when directed by the CDCR.
G. Asbestos abatement work must not commence until: 1. Arrangements have been made for disposal of waste at an acceptable site.
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2. Arrangements have been made for containing and disposal of waste water resulting from wet stripping. 3. Work Areas and Decontamination Enclosure Systems and parts of the building required to remain in use are effectively segregated. 4. Tools, equipment and material waste receptors are on hand. 5. Arrangements have been made for building security. 6. Preparatory steps have been taken and applicable notices posted and permits obtained. 7. Differential pressure systems are installed and operating. 8. The Contractor submittal for isolating non-asbestos Work Areas have been reviewed and approved by the CDCR.
3.3 ASBESTOS REMOVAL (GROSS REMOVAL TECHNIQUE)
A. Stabilize loose and peeling LBPs and LCPs prior to painted substrate demolition and dispose of loose and peeling paints as hazardous waste.
B. Spray asbestos material with amended water, using spray equipment capable of providing a "mist" application to reduce the release of fibers. Saturate material sufficiently to wet it to substrate without causing excess dripping or delaminating of the material. Spray asbestos material repeatedly during work process to maintain wet condition and to minimize asbestos fiber dispersion.
C. Remove saturated asbestos material in small sections. As it is removed, pack material in sealable plastic bags of 6-mil minimum thickness and place in labeled containers for transport. Material must not be allowed to dry out prior to insertion into container. Where asbestos material is applied to a gypsum or fiber substrate, both the substrate and the asbestos materials may be removed. Replacement of substrate, if removed, must be performed hereunder in accordance with applicable portions of other sections of these specifications.
D. Seal filled containers. Place caution labels on containers in accordance with OSHA regulation 29 CFR 1910.1101(g)(2) and 8 CCR 1529. Disposal procedure and clean up must be in accordance with 29 CFR 1926.110 I and 8 CCR 1529. Store filled containers in container area.
E. Clean external surfaces of containers thoroughly by wet sponging in the designated wet sponge area, which is part of the Decontamination Enclosure System. Move containers to wash room, wet clean each container thoroughly, and move to holding area pending removal to uncontaminated areas. Ensure that containers are removed from the holding area by workers who have entered from uncontaminated areas dressed in clean coveralls. Ensure that workers do not enter from uncontaminated areas into the wash room or the Work Area. Ensure the contaminated workers dispose of their contaminated coveralls in the wash room except respirators; after wet cleaning the containers and moving them to the holding area, still wearing the respirator, proceed naked to the showers; then follow the procedure of respirator washing, showering, drying off, and dressing in clean clothes as outlined under Article 3. 1 (C) Worker Protection Procedures (Bilingual), of this section.
F. After completion of stripping work, surfaces from which asbestos has been removed must be wire brushed and/or wet sponged or cleaned by an equivalent method to remove all visible material and residue. During this work the surfaces being cleaned must be kept wet.
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G. Notify the CDCR and the CDCR observation service in writing that Work Area is ready for visual inspection review. During visual inspection the CDCR observation service must verify that all surfaces in the Work Area are free from all visible material and residue. Otherwise, repeat wire brushing and/ or wet sponging and cleaning as above until the Work Area is in compliance.
3.4 DISPOSAL
A. Waste Transportation: Submit the method of transport of hazardous waste including name, address, EPA I.D. number and telephone number of transporter.
B. Hazardous Waste Site: Submit for approval the name, class, address, EPA I.D. number and telephone number of hazardous waste site( s) to be utilized for disposal.
C. Waste Manifest: Submit for approval at the Pre-Construction meeting a filled out Waste Manifest form. For Waste Manifest purposes the Generator is the facility of the subject work Obtain necessary information for this purpose from the CDCR construction supervisor. Give a copy of the Waste Manifest to the CDCR observation service for each required shipment.
D. Containers to be loaded for transportation from the holding area must be removed by workers who have entered from uncontaminated areas, dressed in clean overalls. Workers must not enter from the holding area into the wash room or the Work Area.
E. The sealed asbestos containers must be delivered to the Contractor's pre-designated approved Hazardous Waste Site for burial; in accordance with Title 22, CCR, EPA guidelines and 40 CFR 61.156 and local Air Pollution Control District Regulations.
F. Notify the CDCR 48 hours in advance of the time when contaminated materials are to be removed from the site.
G. The Contractor must be responsible for safe handling and transportation of hazardous waste generated by this contract to the designated Hazardous Waste Site.
H. The Contractor must hold the CDCR harmless for claims, damages, losses, and expenses against the CDCR, including attorney's fees arising out of or resulting from asbestos spills on the site or spills reroute to the disposal site.
3.5 DECONTAMINATION OF WORK AREA (GROSS REMOVAL TECHNIQUE)
A. After written notification to proceed from the CDCR observation service after visual inspection, encapsulate surfaces where asbestos material has been removed. 1. Surfaces from which asbestos have been removed must be sealed with a clear encapsulant after the surface is clean and dry. Apply encapsulant using airless spray equipment. 2. Prepare and apply encapsulant according to the manufacturer's specifications. Because application by spraying could cause dissemination of residual fibers, encapsulant must be applied with as much caution and at as low a nozzle pressure as possible. 3. Encapsulant must be applied in two coats. Encapsulant must be allowed to dry between coats, per manufacturer's recommendations.
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B. Upon completion of encapsulation work, notify the CDCR in writing that encapsulation surfaces are ready for review. The CDCR observation service and the Contractor must certify that a clearance fiber count is at or below 0.01 flee.
C. Upon proper notification, the CDCR and the CDCR observation service will review encapsulated surfaces for conformance with specifications. Non-conformance of work must be remedied until work is in compliance.
D. Upon successful compliance with review of the CDCR, and after written notification from the CDCR observation service, remove outer layer of plastic floors. Inner plastic layer and isolation barriers, vents, grilles, diffuser, etc. must remain in place.
E. Wet clean, or clean with a HEP A vacuum equipment, surfaces within Work Area. Equipment used in Work Area must be included in clean-up and must be removed from Work Area. Decontamination Enclosure System(s) must be removed during cleaning sequence.
F. After final cleaning operation or removal procedure specified under Article 3.5, notify the CDCR 24 hours in advance that Work Area is ready for review and "Clearance Testing". If "Clearance Testing" shows Work Area has not been decontaminated, repeat cleaning and/or application of encapsulant until Work Area is in compliance.
G. After written notification from the CDCR accepting decontamination of Work Area, including work specified under Article 3.5, remove inner plastic layer isolation barriers and proceed with any remaining repairs or refinish work and reestablishment of objects and systems as specified.
3.6 AIR MONITORING
A. Area Air Monitoring: 1. Throughout the abatement process area air monitoring may be conducted by the CDCR observation service to ensure work is done in conformance with fiber concentration limits of these specifications. 2. If area air monitoring outside the Work Area are in excess of 0.01 flee the Contractor must make changes in work procedures to assure compliance with minimum standards. Unsatisfactory results are fiber counts in excess of 0.01 fibers/cc by PCM Method outside the Work Area for area air monitoring. 3. The CDCR observation service will report area air monitoring results collected inside the Work Area to the Contractor and the CDCR Representative on the following day prior to start of Work.
B. The Contractor must submit written report to the CDCR observation service of the Contractor's personnel monitoring before the start of work on the following day. Personnel air monitoring must not exceed the levels recommended for the type of respiratory gear in use.
3.7 RE-ESTABLISHMENT OF OBJECTS AND SYSTEMS
A. When clean-up and installation of replacement finishes is complete: 1. Relocate objects moved to temporary locations in the course of work to their former positions. 2. Re-secure mounted objects removed in course of Work in their former positions.
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3. Re-establish HVAC, mechanical and electrical systems in proper working order. Install new filters and dispose of used filters as contaminated waste.
3.8 CLEANUP
A. Maintain a clean project site during and upon completion of work of this section. Cleaning must be in accordance with the General Requirements and Section 01 35 43.
END OF SECTION
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SECTION 02 82 13 - ATTACHMENT A ASBESTOS BULK SAMPLING SUMMARY
The following data is taken from SCA Environmental, Inc.' s pre-demolition hazardous materials survey of the Sierra Conservation Center Tuolemne Housing Units # 1 & 5 Roof Survey, dated August 25, 2016. Any suspected asbestos materials encountered during work that have not been identified as part of this survey should not be disturbed until such time proper sampling and analysis has been conducted by authorized personnel to determine appropriate handling procedures. The CDCR must be notified immediately upon encountering such materials. All material quantities reported herein are rough order of magnitude estimates and should not be used for bidding purposes. Contractor's bidding on the abatement portion of this project must be limited to those materials identified in Attachment A below.
F osom I p·rISOil OldPower h ouse V oca f mnaI B Ul·1d· lll2 .. MATERIAL ' A.MOUNT Black mastic with silver paint as patching on the exterior stone and stucco walls, classified as Category 1 non-friable About 225 SF asbestos waste [SCA Sample I.D. FOLSOM- MASTIC- 004-1 & 2, with 12% Chrysotile l Gray mastic patching on stone and stucco wall, classified as Category 1 non-friable asbestos waste [SCA Sample About 50 SF I.D. FOLSOM-MASTIC-007-1 &2, with 15-20% Chrysotile l Silver paint with black tar as patching on exterior stone and stucco walls, classified as Category 1 non-friable About 150 SF waste [SCA Sample I.D. FOLSOM-PAINT-011-1, with 2% Chrysotile l Beige mortar on exterior stone masonry walls, classified as Remove as necessary potential RACM [SCA Sample I.D. FOLSOM-MORTAR- totaling up to 1,500 SF 012-1, with 5% Chrysotile l Tan stippled stucco on concrete walls at the comer towers, classified as potential RACM [SCA Sample I.D. Remove as necessary FOLSOM-STUCC0-008-1, with "trace" (<1%) totaling up to 1,800 SF Chrysotile]
Non-asbestos materials identified by SCA include the following:
• White vinyl membrane with white caulking at seams, over tan insulation over gypsum board and wood substrate located throughout the roof field, totaling about 15100 SF [SCA Sample I.D. FOLSOM-RFMEM-001-1 & 2]. • White gypsum board under RFMEM-001 over wood substrate located throughout the roof field, totaling about 13000 SF [SCA Sample I.D. FOLSOM-GYP-002-1 & 2]. • Gray caulking at the end perimeter of the roof field, totaling about 550 LF [SCA Sample I.D. CAULK-003-1through3]. • White mastic at end perimeter sheet metal flashing-as caulking bead or filling a 6-inch wide gap ant the roof ends, totaling about 550 SF [SCA Sample I.D. FOLSOM-MASTIC-005-1 through 3]. END OF SECTION 02 82 13 - ATTACHMENT A
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• Black tar under RFMEM-001 at the North and South end walkways over stone substrate, totaling about 225 SF (This material is identical to MASTIC-004) [SCA Sample l.D. FOLSOM-RFTAR- 006-1]. • Green paint on metal gutters, downspouts, and window frames, and wood trim, totaling about 1000 SF [SCA Sample l.D. FOLSOM-PAINT-009-1]. • Tan lightweight concrete under RFMEM-001 at the North and South walkways and towers, totaling about 450 SF [SCA Sample l.D. FOLSOM-LTCONC-010-1].
Lead-based paints (LBP), as defined by U.S. Department of Housing and Urban Development (HUD), were identified in the building, including but not necessarily limited to the following:
• Green paints on the wood roof trim and window frames [SCA Sample l.D.BE-01-1 with 0.28% lead]; and
Lead-containing paints for the building includes:
• Green paints on the exterior metal downspouts and gutters [SCA Sample l.D. BE-02-1 with 0.014% lead]. • Silver paints with black patching tar on exterior stone and stucco walls [SCA Sample l.D. SI-03-1 with <0.01 % lead].
Demolition of painted substrates requires demolition dust controls and personal protective procedures in compliance with Cal/OSHA's Construction Lead Standard, 8 CCR 1532.1.
END OF SECTION 02 82 13 -ATTACHMENT A
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SECTION 02 82 13 - ATTACHMENT B ASBESTOS WORK PLAN OUTLINE
In accordance with Contract Documents, the Contractor is required to prepare a written (typed or word processed), site-specific Asbestos Work Plan, and submit to the CDCR Representative prior to start of Work. This plan is required for the Contractor to meet the requirements of OSHA and the Contract Documents, and must describe work procedures and control methods that will protect Administration Building #304 facilities and staff
The Contractor must prepare the Asbestos Work Plan to include, at a minimum, the following information:
I. Location of Work
The Work to be completed under this Asbestos Work Plan will be completed at: Tuolemne Housing Units #1 & 5, Sierra Conservation Center, 5100 Obymes Ferry Road, Jamestown, CA 95327
Previous hazardous materials inspections or surveys have found that asbestos-containing materials are present at the following locations:
• Black mastic with silver paint as patching on the exterior stone and stucco walls, totaling about 225 SF [SCA Sample I.D. FOLSOM- MASTIC-004-1 & 2, with 12% Chrysotile]. • Gray mastic patching on stone and stucco walls, totaling about 50 SF [SCA Sample I.D. FOLSOM-MASTIC-007-1 &2, with 15-20% Chrysotile]. • Silver paint with black tar as patching on exterior stone and stucco walls, totaling about 150 SF [SCA Sample I.D. FOLSOM-PAINT-011-1, with 2% Chrysotile]. • Beige mortar on exterior stone masonry walls, totaling about 1500 SF [SCA Sample I.D. FOLSOM-MORTAR-012-1, with 5% Chrysotile]. • Tan stippled stucco on concrete walls at the comer towers, totaling about 1,800 SF [SCA Sample l.D. FOLSOM-STUCC0-008-1, with "trace" (<1 %) Chrysotile].
The presence of asbestos represents a hazard to workers who may disturb these materials during the course of this Work.
II. Description of Work
Describe the anticipated work scope, including: A. Removal and disposal of black mastics and silver paints at patching as Category 1 non friab le asbestos waste. B. Removal and disposal of beige mortars and stippled stucco as necessary for flashing repairs with disposal as potential RACM.
III. Schedule
A. General Start Date: To be Determined Completion Date: To Be Determined; within 1 partial abatement shift
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The competent person will conduct worksite visual inspections on a daily basis, or more often as necessary. B. Phase Dates
Phase/Task Anticipated Date( s)
Mobilization Single Shift Setup of Work Area(s), containments, other _____ Single Shift Removal/repair/other abatement Multiple Shifts Final cleaning Single Shift Visual Inspection Single Shift Final clearance (visual only) Single Shift Teardown Single Shift Demobilization Single Shift
IV. Equipment and Materials
List all equipment and materials to be used, such as the following: List trade names or types where known.
HEP A-filtered vacuums Scrapers Other hand tools Disposable coveralls Respiratory protection
V. Crew
List all workers and supervisors, with emergency contact names and pagers.
Clearly identifY the supervisor and competent person who have authority for all safety and health.
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VI. Control Measures and Work Procedures
Describe, in a narrative format, specific work procedures, exposure/contamination controls, and engineering controls. This description should include, but not be limited to, the following types of information:
OSHA Class II Wet methods Respiratory Protection HEPA vacuums Other procedures (list)
VII. Respiratory Protection and Protective Clothing/Personal Protective Equipment
List all respiratory protection, including types and manufacturers, which are anticipated for this project. Identify the phases of the project for which respirators will be required or likely to be required.
List all personal protective equipment anticipated to be used on the project.
VIII. Decontamination/Hygiene Facilities
Identify the types and locations ofdecontamination or hygiene facilities to be used on this project. Specify use of disposable towels, soap, hot and cold water, and other supplies, all to be provided by the subcontractor.
Specify the required use of the facilities, including use of the facilities prior to eating, drinking, and smoking, and before leaving the project site.
Describe handling or treatment ofasbestos-contaminated solid waste and wastewater.
IX. Air Monitoring Data
Identify general worker air monitoring protocol to be followed on this project, including worker category classifications, frequency of monitoring, anticipated laboratory to be used for sample analysis, and how pumps are calibrated and worn by employees. Identify competent person who will oversee subcontractor's air monitoring.
X. Worker Training and Qualifications
Provide the subcontractor's worker documents as an attachment to the asbestos work plan. Include each worker's current AHERA training records, respiratory protection training and fit testing certification, and asbestos and respiratory protection medical clearances. XL Notification
Describe all arrangements made on multi-employer work sites to inform affected employers about the asbestos project. Attach copies of any notifications.
XII. Containment Diagram
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Include a diagram (either neatly and legibly hand-drawn, or generated on a word processor or CAD program) of the containment showing the containment perimeter in relation to surrounding areas, locations of negative air machines, direction of air flow, decontamination chamber, bag out area, exhaust points to exterior of building, etc.
XIII. Waste
Describe how all waste generated on this project will be packaged, labeled, stored, transported, manifested, and disposed of.
XIV. Preparation of Asbestos Work Plan
Date Prepared:
Prepared By (signature, name, and title)
END OF SECTION 02 82 13 -ATTACHMENT B
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SECTION 06 10 00
ROUGH CARPENTRY
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes: 1. Blocking, nailers, and shims.
1.2 REFERENCES
A. AITC - American Institute of Timber Construction.
B. ALSC - Softwood Lumber Standards PS 20.
C. ANSI/AF&PA NDS - National Design Specification for Wood Construction.
D. ASTM El 190 - Standard Test Methods for Strength of Power-Activated Fasteners Installed in Structural Members.
E. ASTM F 1667 - Driven Fasteners: Nails, Spikes, and Staples.
F. A WP A C 1 - Preservative Treatment by Pressure Process.
G. A WPA C20 - Structural Lumber Fire-Retardant Treatment by Pressure Process.
H. A WP A UI - User Specification for Treated Wood.
I. FSC STD-01-001 - Principles and Criteria for Forest Stewardship.
J. 40 CFR, Part 59, Subpart D - National Volatile Organic Compound Emission Standards for Architectural Coatings.
1.3 SUB MITTALS
A. Submit in accordance with Section 01 33 00 and 01 33 23.
B. Product Data: 1. Product data for products and materials indicated. 2. Manufacturer's technical bulletins and installation/application instructions. 3. Products: a. Wood preservatives. b. Proprietary connection devices.
1.4 DESIGN AND SECURITY REQUIREMENTS
A. The use of exposed wood and plastic materials is prohibited in Level II, III, IV, and Administrative Segregation housing units.
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1. Specifically approved exceptions: a. PIA benches. b. Floor officers' workstation. c. Control Rooms.
B. Exposed wood and plastic used in all other locations is subject to requirements of applicable codes, and the approval of the CDCR Representative and the State Fire Marshal.
1.5 COORDINATION
A. Coordinate the design, construction, and installation of rough carpentry with the requirements of the Work of other Sections.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Handle, stack, and store lumber off the ground in such a manner that it will be protected from damage and prevented from absorbing moisture. Protect with waterproof covering that provides adequate air circulation. Secure covering to prevent blow-off and prevent damage.
B. Do not store seasoned materials in wet or damp locations.
C. Protect fire-retardant materials against high humidity and moisture during storage and erection.
D. Deliver fasteners in bags or boxes, properly tagged for identification.
E. Store fasteners and attachment devices off the ground in a dry location, protected from dirt, damage, and the elements.
PART 2 PRODUCTS
2.1 MATERIALS
A. Forest Certification: Provide members produced from wood obtained from forests certified by an FSC-accredited certification body to comply with FSC STD-01-001.
B. Lumber: Douglas Fir; S4S; WCLIB grade marked or by an agency certified by WCLIB; each mill shipment must be accompanied by a WCLIB certificate of inspection; size must be in accordance with PS 20; free of boxed heart; maximum 19 percent moisture content at time of installation; of the following minimum grades. 1. Blocking: No. 2 Grade.
C. Each piece of fire retardant lumber must be labeled to show compliance with the UL requirement specified and must be grade stamped with the applicable A WP A quality mark indicating the preservative and retention.
2.2 FASTENERS
A. Provide all nails, screws, bolts, washers, lag screws, joist hangers, tie straps, clips, and similar items as required to the complete Work.
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B. Nails: Use types and sizes as indicated on Drawings, or where not indicated, in accordance with CBC Chapter 23 - Nailing Schedule.
C. Power-Actuated Fastening Systems: Use of power-actuated fastening systems (powder actuated, pneumatic, or other) is restricted and must be approved by the CDCR Representative prior to use. 1. Powder-Actuated: Any device that uses a cartridge with gunpowder, black powder or an explosive to propel a metal nail, spike, etc. is not permitted inside the secure perimeter. This type of device can be used outside the secure perimeter at the discretion and approval by the CDCR Representative. 2. Gas-Actuated: Any device that uses a removable gas cartridge, C02, propane, air, etc. to propel a metal nail, spike, etc. is not permitted inside the secure perimeter. This type of device can be used outside the secure perimeter at the discretion and approval by the CDCR Representative. 3. Compressor Driven: Any device that uses an air compressor, connected to a supply hose to propel a metal nail, spike, etc., is permitted for use inside the secure perimeter with prior authorization by the CDCR Representative. 4. Fastener system of type suitable for application indicated. 5. Must be fabricated from corrosion-resistant materials. 6. Request for approval to use power-actuated systems must be submitted to the CDCR Representative at least 10 days prior its planned use.
D. Anchors: 1. Concrete Wedge Anchors for anchorage to solid masonry or concrete. 2. Bolt, or ballistic fastener with approval by the CDCR Representative, for anchorages to steel.
E. Fastener Finishes: 1. Fasteners in contact with pressure treated products must be hot-dipped galvanized. 2. Fasteners exposed to moisture, high humidity, or to the exterior must be hot-dipped galvanized or cadmium-plated, unless otherwise indicated or specified. 3. Nails and screws must be corrosion resistant for exterior or damp areas. 4. Finish nails and screws must be bright finished for other interior Work. 5. Machine bolts and washers must be corrosion-resistant.
F. Adhesives: Epoxy for structural bonding rough carpentry. 1. Acceptable Manufacturers/Products, as listed below, and meeting the criteria and requirements specified herein, will be acceptable: a. BASF Construction Chemicals; "Sonneborn 400". b. OSI Pro-Series; SF-565 VOC Compliant Sub-Floor Adhesive.
2.3 WOOD TREATMENTS
A. Wood must be treated with appropriate fire retardant or preservative as necessary in accordance with exposure, wood species, and applicable codes.
B. VOC Content of Interior Paints and Coatings: Provide products that comply with the following limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPA Method 24):
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1. Fire-Retardant Coatings: VOC content for coating category for which coating is formulated. 2. Wood Preservatives: 350 g/L. 3. Flat Paints, Coatings, and Primers: VOC content of not more than 50 g/L. 4. Non-Flat Paints, Coatings, and Primers: VOC content of not more than 150 g/L. 5. Floor Coatings: VOC not more than 100 g/L. 6. Shellacs, Clear: VOC not more than 730 g/L. 7. Shellacs, Pigmented: VOC not more than 550 g/L. 8. Primers, Sealers, and Undercoaters: VOC content of not more than 200 g/L. 9. Clear Wood Finishes, Varnishes: VOC content of not more than 350 g/L. 10. Clear Wood Finishes, Lacquers: VOC not more than 550 g/L.5. 11. Stains: VOC not more than 250 g/L.
C. Chemical Components of Field-Applied Interior Paints and Coatings: Provide products that comply with the following chemical restrictions: 1. Aromatic Compounds: Paints and coatings must not contain more than 1.0 percent by weight of total aromatic compounds (hydrocarbon compounds containing one or more benzene rings). 2. Restricted Components: Paints and coatings must not contain any of the following: a. Acrolein. b. Acrylonitrile. c. Antimony. d. Benzene. e. Butyl benzyl phthalate. f. Cadmium. g. Di (2-ethylhexyl) phthalate. h. Di-n-butyl phthalate. 1. Di-n-octyl phthalate. j. 1,2-dichlorobenzene. k. Diethyl phthalate. 1. Dimethyl phthalate. m. Ethylbenzene. n. Formaldehyde. o. Hexavalent chromium. p. Isophorone. q. Lead. r. Mercury. s. Methyl ethyl ketone. t. Methyl isobutyl ketone. u. Methylene chloride. v. Naphthalene. w. Toluene (methylbenzene). x. 1, 1, I-trichloroethane. y. Vinyl chloride.
D. Where used for exposed locations, treatment materials must be types guaranteed to not adversely affect durability and appearance of applied finishes.
E. Treatment materials having a highly persistent, noticeable residual odor will not be permitted.
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F. After treatment, kiln or air dry lumber and plywood to a moisture content of 19 percent or less.
G. Preservative Treatment: 1. Items requiring preservative treatment: a. Wood used in conjunction with roofing, flashing, vapor barriers, and waterproofing. b. Wood in contact with masonry or concrete. c. Wood subject to insect attack. d. Wood in contact with ground or water. e. Additional locations required by codes, the CDCR Representative, or accepted standard construction practice. 2. Pressure treat items after fabrication where possible. Use surface applied treatment for items cut after pressure treatment. 3. Do not mill or trim pressure treated items beyond limits recommended by treatment manufacturer. 4. Surface-Applied Wood Preservative (Type A): a. Nonaqueous solution containing not less than 5 percent pentachlorophenol, commercially prepared and formulated to repel water and inhibit decay. b. Suitable for application by either brush or dip methods. c. Integral coloring to allow visual inspection of treated members. 5. Pressure-Treated Wood Preservative (Type B): a. Required for lumber and plywood where indicated or specified and not otherwise required to be fire-retardant pressure treated (Type C). b. Provide for lumber and plywood in contact with concrete, masonry, or grout. c. Concealed Locations: Any process acceptable in accordance with A WP A Standard C 1 and meeting specified requirements. d. Exposed Locations: Treated members must be milled smooth within limits permitted by process manufacturer.
H. Fire-Retardant Pressure Treatment (Type C): 1. Items requiring fire-retardant pressure treatment: a. Wood used in Type I and II buildings. b. Exposed wood. c. Wood used in fire-rated assemblies. d. Wood requiring reduced flame/fuel/smoke ratings. e. Communications backboards. f. Electrical mounting boards. g. Additional locations required by codes, the CDCR, or accepted standard construction practice. 2. Quality Standards: a. Processes must meet requirements of CBC Section 2303.2 Fire-retardant-treated wood, and requirements specified herein. b. UL listed and labeled in accordance with UL BMD Section "Lumber, Treated (BPVV)." c. Treated lumber must be UL classified FR-S.
PART 3 EXECUTION
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3.1 EXAMINATION
A. Verify that field conditions are acceptable and are ready for installation of rough carpentry. Notify the CDCR Representative, in writing, of any conditions requiring corrective action.
B. If unsatisfactory conditions exist, do not commence the installation until such conditions have been corrected. Beginning of installation means acceptance of existing conditions.
3.2 NAILING
A. Predrill undersize holes as necessary to prevent splitting.
B. Drive nails straight and free from bends.
C. At multiple or grouped nailing, set alternate nails at slightly different angles to improve strength.
D. For trim or similar members, side-stagger alternate nails to prevent warp and twist.
E. Where concealed, set nail heads flush to avoid interference with installation of materials to be applied next.
F. Where exposed, set nail heads recessed for proper putty stopping.
3.3 FRAMING
A. Construct and secure rough carpentry as indicated.
B. Construction details, connections, and fastenings not otherwise indicated must be in accordance with the requirements of CBC.
C. Provide solid backing and blocking as indicated and required.
D. Set members level and plumb, in correct position.
E. Place horizontal members with crown side up.
F. Cut and prepare ends and surfaces to effect full bearing, and as otherwise necessary for proper fit.
G. Cut notches without overcutting inside comers.
H. Plates and sills on concrete or masonry: Bed plates and sills of exterior walls in Portland cement mortar to obtain continuous level bearing; bolt down after mortar sets. Bed plates for interior partitions when indicated or necessary for level bearing.
I. Studs: Space as indicated; frame comers with not less than three studs. Set on single sole plate, cap with double top plate lapped at comers, lapped no less than 4 feet at splices.
J. Posts, Girders, and Beams: Frame to true end bearings; provide supports and anchors of such design to hold securely in position and prevent base deterioration. Splice girders and beams only over bearings.
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K. Curb Members: I. Curb roof openings, except where prefabricated curbs are provided. 2. Construct curb members of single pieces. 3. Form comers by alternating lapping side members. 4. Coordinate curb installation with other Sections whose Work affects or is affected by the Work of this Section.
3.4 BACKBOARDS
A. Install telephone and electrical panel backboards.
B. Size backboards as indicated; where not indicated, over-size the backboards by 12 inches on all sides.
C. Install backboard so fire-retardant-treated label is visible to inspectors. If label is not visible after installation, affix product fire-retardant-treated certificate to backboard with blue tape for SFM review and approval.
D. Do not paint over backboards.
3.5 FIELD-APPLIED WOOD TREATMENT
A. Surface Applied Preservative (Type A): 1. Treat members after cutting, shaping, and bolting. 2. Application: a. Apply in accordance with manufacturer's instructions. b. Dip members for 15 minutes, or saturate by brushing on two complete coats at 10 minute intervals. c. Air-dry two hours before setting treated members into place.
B. Fire-Retardant Pressure Treatment (Type C): 1. After cutting, shaping, and boring, retreat surfaces using materials and methods in accordance with manufacturer's instructions.
3.6 TESTING AND INSPECTION
A. Testing and inspection must be in accordance with CBC Chapter 17 and the Project's TIOP.
B. CDCR Representative will provide the following inspections: 1. Inspect wood structural elements and assemblies to ensure conformance with the Contract Documents. 2. Inspect timber connectors to ensure conformance with the Contract Documents.
3.7 DEFECTIVE WORK
A. When complete, rough carpentry must be free from unnecessary cuts, holes, and other damage and defects.
B. Rough carpentry not conforming to required lines, details, dimensions, tolerances, finishes, strength, or other specified requirements must be considered defective. Notify the CDCR Representative upon discovery of these conditions.
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C. Required repair or replacement of defective rough carpentry will be determined by the CDCR Representative.
D. Do not patch, fill, touch-up, repair, or replace rough carpentry except upon express direction of CDCR Representative for each individual area.
E. Defective rough carpentry must be repaired or replaced as recommended by the CDCR Representative at no additional expense to the CDCR.
3.8 PROTECTION
A. Protect rough carpentry from damage from subsequent construction operations.
END OF SECTION
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SECTION 06 16 00
SHEATHING
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes: 1. Wall and roof sheathing. 2. Telephone and electrical panel boards. 3. Preservative treatment of wood.
B. Related Sections: 1. Section 06 10 00 - Rough Carpentry.
1.2 REFERENCES
A. ANSI/AF&PA NDS - National Design Specification for Wood Construction.
B. ASTM C557 - Adhesives for Fastening Gypsum Wallboard to Wood Framing.
C. ASTM D3498 - Adhesives for Field-Gluing Plywood to Lumber Framing for Floor Systems.
D. ASTM F1667 - Driven Fasteners: Nails, Spikes, and Staples.
E. A WPA C9 - Plywood Preservative Treatment by Pressure Process.
F. A WPA C27 - Plywood Structural Lumber Fire-Retardant Treatment by Pressure Process.
G. AWPA UI - User Specification for Treated Wood.
H. DOC PS-1 - US Product Standard for Construction and Industrial Plywood.
I. FSC STD-01-001 - Principles and Criteria for Forest Stewardship.
J. 40 CFR, Part 59, Subpart D - National Volatile Organic Compound Emission Standards for Architectural Coatings.
1.3 SUBMITTALS
A. Submit in accordance with Section 01 33 00 and 01 33 23.
B. Product Data: 1. Product data for products and materials indicated. 2. Manufacturer's technical bulletins and installation/application instructions. 3. Products: a. Wood preservatives. b. Proprietary connection devices.
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1.4 DESIGN AND SECURITY REQUIREMENTS
A. The use of exposed wood is prohibited in Level II, III, IV, and Administrative Segregation housing units. 1. Specifically approved exceptions: a. PIA benches. b. Floor officers work station. c. Control rooms.
1.5 COORDINATION
A. Coordinate the design, construction, and installation of sheathing with the requirements of the Work of other Sections
1.6 DELIVERY, STORAGE, AND HANDLING
A. Handle, stack, and store sheathing off the ground in such a manner that it will be protected from damage and prevented from absorbing moisture. Protect with waterproof covering that provides adequate air circulation. Secure covering to prevent blow-off and prevent damage.
B. Do not store seasoned materials in wet or damp locations.
C. Protect fire-retardant materials against high humidity and moisture during storage and erection.
D. Protect sheathing against damage to edge, comer, and surfaces while unloading handling.
E. Store sheathing in an enclosed area or protect as specified for lumber.
F. Deliver fasteners in bags or boxes, properly tagged for identification.
G. Store attachment devices off the ground in a dry location, protected from dirt, damage, and the elements.
PART 2 PRODUCTS
2.1 MATERIALS
A. Plywood: Softwood plywood; DOC PS- I; grade stamped in accordance with AP A Guide to Plywood Grades or other approved testing agency, and with the requirements of PS I; 4 x 8- foot panel size unless otherwise indicated. L 2. Concealed Structural Components: Structural I CID - INT with exterior glue.
B. Each piece of fire-retardant sheathing must be labeled to show compliance with the UL requirement specified and must be grade stamped with the applicable A WPA quality mark indicating the preservative and retention.
2.2 FASTENERS
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A. Furnish all nails, screws, bolts, washers, lag screws, tie straps, clips, and similar items as required to complete Work.
B. Nails: Use types and sizes as indicated, and in accordance with CBC Chapter 23 - Nailing Schedule, except sizes must not be smaller than indicated.
C. Powder-Actuated Fasteners: 1. Types and Sizes: As indicated or appropriate for the Work required and materials involved. 2. Uses: Limited to those indicated, specified, or approved by the CDCR Representative.
D. Anchors: 1. Expansion shield and lag bolt type for anchorage to solid masonry or concrete. 2. For fastenings secured to hardened concrete or masonry, inserts and sleeves must be metal only. 3. Bolt or ballistic fastener for anchorages to steel.
E. Fastener Finishes: 1. Fasteners in contact with pressure treated products must be hot-dipped galvanized. 2. Fasteners exposed to moisture, high humidity or to the exterior must be hot-dipped galvanized or cadmium-plated, unless otherwise indicated or specified. 3. Nails and screws must be corrosion resistant for exterior or damp areas. 4. Finish nails and screws must be bright finished for other interior Work. 5. Machine bolts and washers must be corrosion resistant.
F. Adhesives: ASTM C557. 1. Epoxy for structural bonding rough carpentry. 2. Acceptable Manufacturers/Products, as listed below and meeting the criteria and requirements specified herein, will be acceptable: a. BASF Construction Chemicals; Sonneborn 400. b. OSI Pro-Series; SF-565 VOC Compliant Sub-Floor Adhesive.
2.3 WOOD TREATMENTS
A. Wood must be treated with appropriate fire retardant or preservative as necessary in accordance with exposure, wood species, and applicable codes.
B. VOC Content of Interior Paints and Coatings: Provide products that comply with the following limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPA Method 24): 1. Fire-Retardant Coatings: VOC content for coating category for which coating is formulated. 2. Wood Preservatives: 350 g/L. 3. Flat Paints, Coatings, and Primers: VOC content of not more than 50 g/L. 4. Non-Flat Paints, Coatings, and Primers: VOC content of not more than 150 g/L. 5. Floor Coatings: VOC not more than 100 g/L. 6. Shellacs, Clear: VOC not more than 730 g/L. 7. Shellacs, Pigmented: VOC not more than 550 g/L. 8. Primers, Sealers, and Undercoaters: VOC content of not more than 200 g/L. 9. Clear Wood Finishes, Varnishes: VOC content of not more than 350 g/L. 10. Clear Wood Finishes, Lacquers: VOC not more than 550 g/L.5.
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11. Stains: VOC not more than 250 g/L.
C. Chemical Components of Field-Applied Interior Paints and Coatings: Provide products that comply with the following chemical restrictions: 1. Aromatic Compounds: Paints and coatings must not contain more than 1.0 percent by weight of total aromatic compounds (hydrocarbon compounds containing one or more benzene rings). 2. Restricted Components: Paints and coatings must not contain any of the following: a. Acrolein. b. Acrylonitrile. c. Antimony. d. Benzene. e. Butyl benzyl phthalate. f. Cadmium. g. Di (2-ethylhexyl) phthalate. h. Di-n-butyl phthalate. i. Di-n-octyl phthalate. j. 1,2-dichlorobenzene. k. Diethyl phthalate. 1. Dimethyl phthalate. m. Ethylbenzene. n. Formaldehyde. o. Hexavalent chromium. p. Isophorone. q. Lead. r. Mercury. s. Methyl ethyl ketone. t. Methyl isobutyl ketone. u. Methylene chloride. v. Naphthalene. w. Toluene (methylbenzene). x. 1, 1, I-trichloroethane. y. Vinyl chloride.
D. Where used for exposed locations, treatment materials must be types guaranteed to not adversely affect durability and appearance of applied finishes.
E. Treatment materials having a highly persistent, noticeable residual odor will not be permitted.
F. After treatment, kiln or air dry lumber and plywood to a moisture content of 19 percent or less.
G. Pressure Treatment: AWPA C9. 1. Items requiring pressure treatment: a. Wood used in conjunction with roofing, flashing, vapor baniers, and waterproofing. b. Wood in contact with masonry or concrete. c. Wood subject to insect attack. d. Wood in contact with ground or water. e. Additional locations required by codes, the CDCR, or accepted standard construction practice.
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2. Pressure treat items after fabrication where possible. Use surface applied treatment for items cut after pressure treatment. 3. Do not mill or trim pressure treated items beyond limits recommended by treatment manufacturer. 4. Surface-Applied Wood Preservative (Type A): a. Nonaqueous solution containing not less than 5 percent pentachlorophenol, commercially prepared and formulated to repel water and inhibit decay. b. Suitable for application by either brush or dip methods. c. Integral coloring to allow visual inspection of treated members. 5. Pressure-Treated Wood Preservative (Type B): a. Required for sheathing where indicated or specified and not otherwise required to be fire-retardant treated-wood (FRTW) (Type C). b. Provide for sheathing in contact with concrete, masonry, or grout. c. Concealed Locations: Any process acceptable in accordance with A WP A Standard C 1 and meeting specified requirements. d. Exposed Locations: Treated sheathing must be milled smooth within limits permitted by process manufacturer.
H. Fire-retardant Treated Wood (FRTW): AWPA C27. 1. Items requiring Fire-retardant treatment: a. Sheathing used in Type I and II buildings. b. Exposed sheathing. c. Sheathing used in fire-rated assemblies. d. Sheathing requiring reduced flame/fuel/smoke ratings. e. Communications Backboards. f. Electrical mounting boards. g. Additional locations required by codes, the CDCR, or accepted standard construction practice. 2. Fire-Retardant Pressure Treatment (Type C): a. Processes must meet requirements of CBC Part 2, Section 207 and UBC Standard 23-5, definition entitled "Fire-Retardant-Treated Wood," and requirements specified herein. b. Treated sheathing must be listed and labeled in accordance with UL BMD Section "Treated Plywood (BUGV)." 3. Treated sheathing must be UL Classified FR-S or must have equivalent flame-spread and smoke-developed values.
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify that field conditions are acceptable and are ready for installation of sheathing. Notify the CDCR Representative, in writing, of any conditions requiring corrective action.
B. If unsatisfactory conditions exist, do not commence the installation until such conditions have been corrected. Beginning of installation means acceptance of existing conditions.
C. Drive nails straight and free from bends.
3.2 INSTALLATION
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A. Construct and secure sheathing as indicated.
B. Make provision for erection loads, and for sufficient temporary bracing to maintain structure safe, plumb, and in true alignment until completion of erection and installation of permanent bracing.
C. Construction details, connections, and fastenings not otherwise indicated must be in accordance with the requirements of CBC.
D. Drive nails straight and free from bends. Do not overdrive.
E. Provide solid backing and blocking as indicated and required.
F. Cut notches without overcutting inside comers.
G. Install sheathing perpendicular to framing members, with ends staggered, over firm bearing.
H. Allow expansion space at edges and ends.
I. Attach sheathing with nails as indicated on the drawings.
J. Use sheathing clips at unsupported edges of sheathing between supporting framing members.
3.3 FIELD-APPLIED WOOD TREATMENT
A. Surface Applied Preservative (Type A): 1. Treat members after cutting, shaping, and bolting. 2. Application: a. Apply in accordance with manufacturer's instructions. b. Dip members for 15 minutes, or saturate by brushing on two complete coats at 10 minute intervals. c. Air-dry two hours before setting treated members into place.
B. Fire-Retardant Treated-Wood (FRTW) (Type C): 1. After cutting, shaping, and boring, retreat surfaces using materials aud methods m accordance with manufacturer's instructions.
3.4 TOLERANCES
A. Surface Flatness of Sheathing Without Load: 114 inch in 10 feet maximum, and 1/2 inch maximum in 30 feet.
3.5 TESTING AND INSPECTION
A. Testing and inspection must be in accordance with CBC Section 1704A.6.
B. CDCR Representative will provide the following inspections: 1. Inspect sheathing and assemblies to ensure conformance with the Drawings and Specifications. 2. Inspect sheathing connectors to ensure conformance with the Drawings and Specifications.
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3.6 DEFECTIVE WORK
A. When complete, sheathing must be free from unnecessary cuts, holes, and other damage and defects.
B. Sheathing not conforming to required lines, details, dimensions, tolerances, finishes, strength, or other specified requirements must be considered defective. Notify the CDCR Representative upon discovery of these conditions.
C. Required repair or replacement of defective sheathing will be determined by the CDCR Representative.
D. Do not patch, fill, touch-up, repair, or replace sheathing except upon express direction of the CDCR Representative for each individual area.
E. Defective sheathing must be repaired or replaced as recommended by the CDCR Representative at no additional expense to the CDCR.
3.7 PROTECTION
A. Protect sheathing from damage from subsequent construction operations.
END OF SECTION
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SECTION 07 22 00
ROOF AND DECK INSULATION
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes: 1. Insulation materials.
B. Related Sections: 1. Section 07 54 19 - Polyvinyl-Chloride Roofing.
1.2 REFERENCES
A. ASTM C1280 - Application of Gypsum Sheathing Board.
B. ASTM C578 - Rigid, Cellular Polystyrene Thermal Insulation.
C. UL - Underwriters Laboratories: Fire Hazard Classifications; Fire Resistance Directory; Assemblies.
1.3 SYSTEM DESCRIPTION
A. Roof Insulation System: Rigid board system consisting of gypsum sheathing, vapor barrier, and insulation; approved by roofing manufacturer, meeting requirements of CCR Title 24, specified requirements, and Reference Standards.
1.4 SUBMITTALS
A. Submit under provisions of Section 01 33 00 and 01 33 23.
B. Product Data: Provide data on product characteristics, performance criteria, limitations.
C. Manufacturer's Installation Instructions: 1. Indicate special environmental conditions required for installation. 2. Indicate adhesive recommendations. 3. Indicate fastener recommendations and attachment rate. 4. Indicate installation techniques.
D. Manufacturer's Certificate: 1. Certify that products meet or exceed specified requirements. 2. Certify that insulation is approved by manufacturer for use with specified roofing membrane materials.
1.5 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing the products specified in this section with 10 years documented experience.
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B. Applicator: Company specializing in performing the work of this section with 10 years documented experience and approved by manufacturer.
1.6 REGULATORY REQUIREMENTS
A. Conform to CCR Title 24 for roof assembly fire hazard requirements.
B. Underwriters Laboratories, Inc. (UL): Conform to requirements of indicated UL Assembly.
1.7 MOCK-UP
A. Provide mock-up of materials of this Section and roofing materials of Section 07 54 19 in accordance with Section 01 45 00
B. Location and Size of Mock-Up: As directed by the CDCR Representative.
C. Mock-up may remain as part of the Work.
1.8 PRE-INSTALLATION CONFERENCE
A. Convene one week prior to commencing work of this Section 01 31 13 - Project Coordination.
B. Review installation procedures and coordination required with related Work.
1.9 DELIVERY, STORAGE, AND HANDLING
A. Deliver, store, protect and handle products to site under provisions of Section 01 65 00.
B. Deliver products in manufacturer's original containers, dry, undamaged, seals and labels intact.
C. Do not deliver foam-plastic insulation materials to Project site before installation time.
D. Store products in weather protected environment, clear of ground and moisture.
E. Protect against ignition at all times.
F. Do not expose to sunlight, except to extent necessary for period of installation and concealment.
G. Complete installation and concealment of plastic materials as rapidly as possible in each area of construction.
1.10 PROJECT CONDITIONS
A. Do not install adhesives when temperature or weather conditions are detrimental to successful installation, or are not in compliance with manufacturers' recommendations.
PART 2 PRODUCTS
2.1 INSULATION MATERIALS
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A. General: Flame-spread rating must not exceed 25 and smoke density must not exceed 450, in conformance with CBC requirements.
B. Insulation: ASTM C578 Type IV; Polystyrene, extruded cellular type, conforming to the following: 1. Thermal Resistance: K of 0.20 at 75 degrees F, aged value. 2. Thickness: Thickness required to achieve R-30 value, 6" minimum. 3. Layers: Two, minimum. 4. Board Size: Manufacturer's standard board size. 5. Density: Maximum 2.5 pounds per cubic foot. 6. Compressive Strength: Minimum 25 psi. 7. Water Absorption: 0.3 percent by volume maximum. 8. Edges: Square edges.
C. Tapered Insulation: ASTM C578, Type IV; factory tapered extruded polystyrene; conforming to the following: 1. Thermal Resistance: K of 0.20 at 75 degrees F, aged value. 2. Thickness: Maximum 7 inches per layer. 3. Board Size: Manufacturer's standard board size, tapered at specified slope. 4. Density: Maximum 2.5 pounds per cubic foot. 5. Compressive Strength: Minimum 25 psi. 6. Water Absorption: 0.3 percent by volume maximum.
2.2 MANUFACTURERS
A. Sika, Sarnafil
B. Dow Chemical
C. Owens-Corning
D. Tremco
2.3 FASTENERS, ASPHALT GLAZE COAT, AND/OR ADHESIVES
A. Appropriate for each component, purpose intended, and approved by UL, FM, and m accordance with manufacturer's installation instructions.
1. Fasteners: Factory-coated steel fasteners and metal plates complying with corrosion resistance provisions in FM Approvals 4470, designed for fastening membrane to substrate, and acceptable to membrane roofing system manufacturer.
2. Adhesives: Non-penetrating, odor free, low VOC, two-component, low-rise polyurethane foam adhesive designed for adhering multiple insulation layers.
PART 3 EXECUTION
3.1 INSTALLATION
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A. Installation of materials specified in this Section is specified in Section 07 54 19, "Polyvinyl Chloride Roofing."
END OF SECTION
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SECTION 07 54 19
POLYVINYL - CHLORIDE (PVC) ROOFING
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes: 1. Roofing membrane and assembly components. 2. Base flashings. 3. PVC laminated flashings. 4. Accessory products.
B. Related Sections: 1. Section 06 10 00 - Rough Carpentry. 2. Section 06 16 00 - Sheathing. 3. Section 07 60 00 - Flashing and Sheet Metal. 4. Section 07 90 00 - Joint Protection.
1.2 REFERENCES
A. American Society for Testing and Materials (ASTM): 1. ASTM D570 - Test Method for Water Absorption of Plastics. 2. ASTM D75 l - Test Methods for Coated Fabrics. 3. ASTM D1079 - Terminology Relating to Roofing, Waterproofing, and Bituminous Materials. 4. ASTM D 1203 - Test Methods for Volatile Loss from Plastics using Activated Carbon Methods. 5. ASTM D1204 - Test Method for Linear Dimensional Changes. 6. ASTM D2136 - Test Method for Coated Fabrics - Low Temperature Bend Test. 7. ASTM D2565 - Operating Xenon Arc-Type Light-Exposure Apparatus. 8. ASTM D3045 - Practice for Heat Aging of Plastics without Load. 9. ASTM D4263 - Test Method for Indicating Moisture in Concrete by the Plastic Sheet Method. 10. ASTM D4434/D4434M - Polyvinyl Chloride Sheet Roofing. 11. ASTM E96/E96M - Water Vapor Transmission of Materials. 12. ASTM E108 - Test Methods for Fire Tests of Roof Coverings. 13. ASTM El 19 - Test Method for Fire Tests of Building Construction and Materials. 14. ASTM E 1980 - Standard Practice for Calculating Solar Reflectance Index of Horizontal and Low-Sloped Opaque Surfaces.
B. CCR - California Code of Regulations.
C. FMG - Factory Mutual Global and Factory Mutual Engineering Corporation: Roof Assembly Classifications.
D. NRCA - National Roofing Contractors Association: Roofing and Waterproofing Manual.
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E. SPRI - Single Ply Roofing Institute:
F. SPRI IA-1 - Standard Field Test Procedure for Determining the Mechanical Uplift Resistance of Insulation Adhesives over Various Substrate.
G. SPRI RP-4-02 - Wind Design Standard for Ballasted Single-Ply Roofing Systems.
H. SPRI/ANSI/ES-1-03 - Wind Design Standard for Edge Systems Used with Low Slope Roofing Systems.
I. UL - Underwriters Laboratories: Fire Hazard Classifications; Fire Resistance Directory; Assemblies.
1.3 SYSTEM DESCRIPTION
A. Adhered thermoplastic sheet roofing system: I. PVC membrane. 2. Protection (cover) board. 3. Vapor retarder for roof sections subject to risk of vapor flow or accumulation of condensation. (Locations as indicated on Drawings.)
1.4 SYSTEM REQUIREMENTS
A. General: I. Provide installed roofing membrane and base flashings that remain watertight; do not permit the passage of water; and resist specified uplift pressures, thermally induced movement, and exposure to weather without failure. 2. Comply with manufacturer details for PVC Single Ply Membrane, following basic NRCA recommended details, as approved by membrane manufacturer. 3. External Fire Resistance: UL Class A. 4. Wind Uplift: FM I-90. 5. Comer Uplift Pressure: 120 lbf/sq. ft. factored 6. Perimeter Uplift Pressure: 90 lbf/sq. ft. factored 7. Field-of-Roof Uplift Pressure: 60 lbf/sq. ft. factored 8. Completed installation must comply with indicated CBC Design Number, where occurs. 9. Completed roof surfaces must not pond water. 10. Roofing materials to be compatible with one another under conditions of service and application required, as demonstrated by roofing membrane manufacturer based on testing and field experience.
B. Installation and materials approved by roofing manufacturer, meeting requirements of CCR Title 24, specified requirements, and Reference Standards.
C. FMG Listing: 1. Provide roofing membrane, base flashings, and component materials that comply with requirements in FMG 4450 and FMG 4470 as part of a membrane roofing system and that are listed in FMG's "Approval Guide" for Class 1 or noncombustible construction, as applicable. 2. Identify materials with FMG markings. 3. Wind uplift: FM Class I-120, FM Class I-90, FM Class I-60.
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D. Conform to CCR Title 24 for roof assembly fire hazard requirements.
E. Underwriters Laboratories, Inc. (UL): Conform to requirements of indicated UL Assembly.
F. Energy Star Listing: Roofing system shall be listed on the DOE's ENERGY STAR "Roof Products Qualified Product List" for low-slope roof products.
G. Fire-Test-Response Characteristics: 1. Provide membrane roofing materials with the fire-test-response characteristics indicated as determined by testing identical products per test method below by UL, FMG, or another testing and inspecting agency acceptable to authorities having jurisdiction. 2. Materials must be identified with appropriate markings of applicable testing and inspecting agency. 3. Exterior Fire-Test Exposure: Class A; ASTM El08, for application and roof slopes indicated.
H. Energy Performance: Provide roofing system with Solar Reflectance Index not less than 78 when calculated in accordance with ASTM E 1980 based on testing identical products by a qualified testing agency.
I. Fire-Resistance Ratings: Comply with fire-resistance-rated assembly designs indicated. Identify products with appropriate markings of applicable testing agency.
1.5 SUB MITT ALS
A. Product Data: Provide data on product characteristics, performance criteria, limitations. 1. For adhesives and sealants, include printed statement of VOC content. 2. For roof materials, documentation indicating that roof materials comply with Solar Reflectance Index requirement. 3. For adhesives and sealants used inside the weatherproofing system, documentation indicating that products comply with the testing and product requirements of the California Department of Public Health's (formerly, the California Department of Health Services') "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers."
B. Manufacturer's Installation Instructions: 1. Indicate special environmental conditions required for installation. 2. Indicate adhesive recommendations. 3. Shop Drawings. a. Indicate fastener patterns and attachment rate meeting FM I-90 requirements. b. Provide calculations signed by a licensed structural engineer confirming the type of fasteners and spacing. c. Include plans, elevations, sections, details, and attachments to other Work. d. Base flashings and membrane terminations. 4. Indicate installation techniques.
C. Manufacturer's Certificate: 1. Certify that products meet or exceed specified requirements. 2. Certify that the roof membrane system has been installed in accordance with the manufacturer's directions.
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3. Certify that insulation is approved by manufacturer for use with specified roofing membrane materials. 4. Certify that material thickness for the supplied material is within 2 mils of ASTM designation. 5. Signed by roofing manufacturer certifying that roofing system complies with requirements specified in "System Description" article above. 6. Submit evidence of meeting design requirements.
D. System Performance: Provide documentation that the roofing components submitted meet or exceed the system performance requirements as an assembly.
E. Maintenance Data: Provide documentation for maintenance of roofing system to be included in maintenance manuals.
F. Inspection Report: Provide copy of roofing system manufacturer's inspection report of completed roofing installation.
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G. Submittal Schedule:
~
~ R=Required r/'1 0.. i~ 0 ...... , r/'1 ~ :.:3 ~ r/'1 1. Roofing Membrane and Flashing Sheets (reinforced and non-reinforced) R R R 2. Walkway Protection (each type) R R R 3. Adhesive - Membrane R R 4. Fastener(s) - Preclad Metal R R 5. Securement I Termination Bar R 6. PVC cord R 7. Sealant (and primer) R R 8. Pipe Supports R 9. Tape Separator R R 10. Manufacturer sample warranty R 11. Manufacturer approved annlicator letter R 12. Manufacturer confirmation of specification review and acceptance, and R intent to warrant 13. Intended Roof Membrane Layout (Plan) R 14. Intended Rigid Roof Insulation Layout (Plan) R 15. Rigid Rooflnsulation (all types) R R 16. FM Global Approval Listing R 17. UL Approval Listing R 18. Adhesion Test Results R
1.6 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing the products specified in this section with three years documented experience and has FMG approval for membrane roofing system identical to that used for this project.
B. Applicator: Company specializing in performing the work of this section with three years documented experience and approved by manufacturer.
1.7 QUALITY ASSURANCE
A. Source Limitations: Obtain components for membrane roofing system from or approved by roofing membrane manufacturer.
B. Preliminary Roofing Conference: 1. Before starting roof deck construction and/or one week prior to commencing work of this Section, conduct conference at Project site. 2. Prepare an agenda, preside over the conference, and record minutes, and distribute copies within two days after the conference to participants, with two copies to the CDCR Representative. 3. Meet with the CDCR Representative, Subcontractor, testing and inspecting agency representative, roofing installer, roofing system manufacturer's representative, deck
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installer, and installers whose work interfaces with or affects roofing including installers of roof accessories and roof-mounted equipment. 4. Review methods and procedures related to roof deck construction and roofing system including. 5. Review methods and procedures related to roofing installation, including manufacturer's written instructions, approved submittals, and Contract Documents. 6. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays. 7. Examine deck substrate conditions and finishes for compliance with requirements, including flatness and fastening. 8. Review structural loading limitations of roof deck during and after roofing. 9. Review base flashings, special roofing details, roof drainage, roof penetrations, equipment curbs, and condition of other construction that will affect roofing system. 10. Review governing regulations and requirements for insurance and certificates if applicable. 11. Review temporary protection requirements for roofing system during and after installation. 12. Review roof observation and repair procedures after roofing installation.
1.8 DELIVERY, STORAGE, AND HANDLING
A. Deliver roofing materials to Project site in original containers with seals unbroken and labeled with manufacturer's name, product brand name and type, date of manufacture, and directions for storing and mixing with other components.
B. Store liquid materials in their original undamaged containers in a clean, dry, protected location and within the temperature range required by roofing system manufacturer. 1. Protect stored liquid material from direct sunlight. 2. Discard and legally dispose of liquid material that cannot be applied within its stated shelf life.
C. Roof Insulation: 1. Protect roof insulation materials from physical damage and from deterioration by sunlight, moisture, soiling, and other sources. 2. Store in a dry location. 3. Comply with insulation manufacturer's written instructions for handling, storing, and protecting during installation.
D. Handle and store roofing materials and place equipment in a manner to avoid permanent deflection of deck.
1.9 ENVIRONMENTAL REQUIREMENTS
A. Do not install materials when existing or forecasted temperature or weather conditions are detrimental to successful installation, or are not in compliance with manufacturers' recommendations, written instructions or warranty requirements.
1.10 WARRANTY
A. Comply with all warranty procedures required by manufacturer, including notifications, scheduling, and inspections.
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B. Manufacturer's Special Warranty: 1. Manufacturer agrees to repair or replace components of roofing system that fail in materials or workmanship within specified warranty period. 2. Special warranty includes membrane roofing, base flashings, walkway products, roof insulation, fasteners, cover boards, roofing accessories, and other components of roofing system. 3. Warranty must be Non-Prorated and provide No Dollar Limit (NDL). 4. Warranty Period: 20 years.
PART 2 PRODUCTS
2.1 BASE PRODUCTS
A. Products name or identified by make or model number, or other designation and described below are base products. Base products establish the standards of type, function, dimension, in-service performance, physical properties, appearance, warranty, cost, and other characteristics required by the Project.
B. Products of manufacturers not listed may be proposed for substitution subject to the requirements of Section 01 25 00 Substitution Procedures.
2.2 PRODUCTS
A. PVC Roofing Membrane with Backing: 1. Manufacturers/Products: a. Sika Samafil; G410 FB Adhered Feltback Single Ply Roofing Membrane 1) PVC Sheet: ASTM D4434, Type III, fabric reinforced. 2) Thickness: 80 mils. 3) Backing: Factory applied felt backing. 4) Exposed Face Color: White. b. Approved equal by CDCR Representative
2. Membrane: ASTM D4434, Type III, Grade 1; reinforced Polyvinyl Chloride sheet; 0.080 inch thick, 72 inch nominal roll width; conforming to the following criteria:
Properties Test Min. Results Tearing Strength, lbf (N) ASTM D 1004 45 lbfmin. Weight Change After Immersion in Water ASTM D570 3.0 % max. Seam Strength, min., (%of breaking strength) ASTM D751 75% Retention of Properties After Heat Aging ASTM D3045 Tensile Strength, min.,(% of original) ASTM D751 90% Elongation min. (% of original) ASTM D751 90% Low Temperature Ben, -40 deg. F (-40 degrees C) ASTM D2136 Pass Accelerated Weathering Test ASTM G 154 Cracking (7x magnification) None Discoloration (by observation) Negligible Crazing (7x magnification) None Static Puncture Resistance, 33 lbf ASTM D5602 Pass Dynamic Puncture Resistance, 14.7 ft-lbf ASTM D5635 Pass
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Breaking Strength (lbf/in.) ASTMD751 200 lbf/in Elongation at break of fabric, min. ASTM D751 15% Tear Resistance, min. (lbf) ASTM D1004 10 lbf Linear Dimensional Change (shrinkage) % ASTM D1204 0.5% typical Solar Reflectance: ASTM C1549 0.70 min. Thermal Emissivity: ASTM E903 0.75 min. Solar Reflective Index: ASTME1980 78 min. for<2: 12 29 min. for>2:12 Energy Smart Color: White.
B. PVC Roofing Membrane: 1. Manufacturers/Products: a. Sika Samafil; 0410 FB Adhered Feltback Single Ply Roofing Membrane 1) PVC Sheet: ASTM D4434, Type II, fabric reinforced. 2) Thickness: 80 mils. 3) Backing: None. 4) Exposed Face Color: White. b. Approved equal by CDCR Representative
2. Membrane: ASTM D4434, Type II; reinforced Polyvinyl Chloride sheet; 0.080 inch thick, 72 inch nominal roll width; conforming to the following criteria:
Properties Test Min. Results Tearing Strength, lbf (N) ASTM D1004 45 lbfmin. Weight Change After Immersion in Water ASTM D570 3.0 % max. Seam Strength, min., (% of breaking strength) ASTM D751 75% Retention of Properties After Heat Aging ASTM D3045 Tensile Strength, min.,(% of original) ASTM D751 90% Elongation min. (% of original) ASTM D751 90% Low Temperature Ben, -40 deg. F (-40 degrees C) ASTM D2136 Pass Accelerated Weathering Test ASTM 0154 Cracking (7x magnification) None Discoloration (by observation) Negligible Crazing (7x magnification) None Static Puncture Resistance, 33 lbf ASTM D5602 Pass Dynamic Puncture Resistance, 14.7 ft-lbf ASTM D5635 Pass Breaking Strength (lbf/in.) ASTM D751 200 lbf/in Elongation at break of fabric, min. ASTM D751 15% Tear Resistance, min. (lbt) ASTM Dl004 10 lbf Linear Dimensional Change (shrinkage) % ASTM D1204 0.5 typical Solar Reflectance: ASTM Cl549 0.70 min. Thermal Emissivity: ASTM E903 0.75 min. Solar Reflective Index: ASTM E1980 78 min. for<2: 12 29 min. for>2: 12 Energy Smart Color: White.
c. Sheet Membrane Flashing: Manufacturer's standard sheet flashing of same material, type, reinforcement, and color as PVC sheet membrane.
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D. PVC-Coated Sheet Metal Flashing: 25 gauge G90 galvanized steel sheet laminated to 20 mil non-reinforced membrane in soft white color used for flashing and edge metal detailing.
E. Protection (Cover) Board: 1. Protection board: ASTM C 1177 must be 1/2 inch thick siliconized gypsum sheathing board with fiberglass facer mat. 2. Approved Manufacturers: a. Georgia Pacific; DensDeck Prime. b. USG; Securock Gypsum Fiber Board. c. Approved equal by CDCR Representative
F. Vapor Retarder: Fire Resistant Sheet Vapor Retarder: 1. Conform to UL and FM requirements for the product and the roof assembly. 2. Permeability rating to be 0.03 perms maximum.
G. Chemically compatible with roof system components. Adhesives: 1. Manufacturer's recommended bonding adhesives for fully adhered membrane. 2. Adhesives and sealants that are used inside the weatherproofing system must comply with the following limits for VOC content when calculated in accordance with 40 CFR 59, Subpart D (EPA Method 24): a. Plastic Foam Adhesives: 50 g/L. b. Gypsum Board and Panel Adhesives: 50 g/L. c. Multipurpose Construction Adhesives: 70 g/L. d. Fiberglass Adhesives: 80 g/L. e. Contact Adhesives: 80 g/L. f. Plastic Cement Welding Compounds: 350 g/L. g. PVC Welding Compounds: 510 g/L. h. Other Adhesives: 250 g/L. 1. Single-Ply Roof Membrane Sealants: 450 g/L. J. Non-membrane Roof Sealants: 300 g/L. k. Sealant Primers for Nonporous Substrates: 250 g/L. 1. Sealant Primers for Porous Substrates: 775 g/L. n.
H. Sealants: Manufacturer's recommended sealants for fully adhered membrane.
I. Walkway Protection: 1. Gridded PVC Roof Walkway: A rolled-out walkway protection mat used to protect roofing membrane from mechanical abuse. Walkway must be 36 inches wide minimum. a. Manufacturers/Products: 1. Sika Sarnafil; Crossgrip XTRA. 2. Weldable membrane with embossed surface: A rolled-out walkway used to protect roofing membrane from mechanical abuse. Walkway must be 36 inches wide minimum; 72 inches wide minimum at mechanical unit access panels and at locations of routine maintenance. a. Manufacturers/Products: 1. Sika Sarnafil; SarnaTred.
J. Miscellaneous Accessories: Provide pourable sealers, preformed cone and vent sheet flashings, preformed inside and outside corner sheet flashings, T-joint covers, termination
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reglets, cover strips, neoprene washers at fastener penetrations, and other accessories for complete weather tight installation.
K. Equipment: 1. Screw guns: Depth, and torque sensitive. 2. Generator. 3. Membrane heat welder.
PART 3 EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, for compliance with the following requirements and other conditions affecting performance of roofing system: 1. Verify that roof openings and penetrations are in place and set and braced and that roof drains are securely clamped in place. 2. Verify that minimum concrete drying period recommended by roofing system manufacturer has passed. 3. Verify that concrete substrate is visibly dry and free of moisture. Test for capillary moisture by the plastic sheet method in accordance with ASTM D4263. 4. Verify that concrete curing compounds that will impair adhesion of roofing components to roof deck have been removed. 5. If unsatisfactory conditions exist, do not commence application until such conditions have been con-ected. Beginning application means acceptance of existing conditions.
3.2 PREPARATION
A. Clean substrate of dust, debris, moisture, and other substances detrimental to roofing installation in accordance with roofing system manufacturer's written instructions. Remove sharp projections.
B. Prevent materials from entering and clogging roof drains and conductors and from spilling or migrating onto surfaces of other construction. Remove roof-drain plugs when no work is taking place or when rain is forecast.
C. Complete terminations and base flashings and provide temporary seals to prevent water from entering completed sections of roofing system at the end of the workday or when rain is forecast. Remove and discard temporary seals before beginning work on adjoining roofing.
3.3 VAPOR RETARDER APPLICATION
A. Apply vapor retarder to deck surface in accordance with manufacturer's instructions.
B. Extend vapor retarder under blocking to deck edge.
3.4 PROTECTION BOARD APPLICATION
A. Install one layer protection board over thermal insulation in accordance with roof membrane manufacturer's recommendations and approved shop drawings.
B. Butt joints to ensure gaps less than 114 inches wide.
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3.5 ADHERED ROOFING MEMBRANE INSTALLATION
A. Install roofing membrane over area to receive roofing in accordance with membrane roofing system manufacturer's written instructions and approved shop drawings. 1. Unroll roofing membrane and allow it to relax before installing.
B. Start installation of roofing membrane in presence of membrane roofing system manufacturer's technical personnel.
C. Accurately align roofing membrane and maintain uniform side and end laps of minimum dimensions required by manufacturer. Stagger end laps.
D. Bonding Adhesive: 1. Apply bonding adhesive to substrate and underside of roofing membrane at rate required by manufacturer and allow to partially dry before installing roofing membrane. 2. Do not apply bonding adhesive to splice area of roofing membrane.
E. Mechanically or adhesively fasten roofing membrane securely at terminations, penetrations, and perimeter of roofing.
F. Apply roofing membrane with side laps shingled with slope of roof deck where possible.
G. Seams: 1. Clean seam areas, overlap roofing membrane and hot-air weld side and end laps of roofing membrane in accordance with manufacturer's written instructions to ensure a watertight seam installation. 2. Test lap edges with probe to verify seam weld continuity. Apply lap sealant to seal cut edges of roofing membrane. 3. Verify field strength of seams a minimum of twice daily and repair seam sample areas. 4. Repair tears, voids, and lapped seams in roofing membrane that does not meet requirements.
H. Spread sealant or mastic bed over deck drain flange at deck drains and securely seal roofing membrane in place with clamping ring.
3.6 BASE FLASHING INSTALLATION
A. Install sheet flashings and preformed flashing accessories and adhere to substrates in accordance with membrane roofing system manufacturer's written instructions and approved shop drawings.
B. Apply bonding adhesive to substrate and underside of sheet flashing at required rate and allow to partially dry. Do not apply bonding adhesive to seam area of flashing.
C. Flash penetrations and field-formed inside and outside comers with sheet flashing.
D. Clean seam areas and overlap and firmly roll sheet flashings into the adhesive. Weld side and end laps to ensure a watertight seam installation.
E. Terminate and seal top of sheet flashings and mechanically anchor to substrate through termination bars.
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F. Where membrane terminates at sheet metal flashing, provide two piece flashings to accommodate future reroofing.
3.7 WALKWAY INSTALLATION
A. Gridded PVC Roof Walkway: Walkway must be secured to the roofing membrane with loops of the roofing membrane welded to the field sheet. Do not adhere walkway directly to roofing membrane. Consult manufacturer's Product Data Sheet for additional information.
B. Weldable membrane with embossed surface: Apply continuous coat of adhesive to roofing membrane and back of walkway material in accordance with roofing manufacturer's written instructions. Apply uniform pressure with roller. Weld entire perimeter of walkway to roofing membrane.
3.8 MANUFACTURER'S FIELD SERVICES
A. Before start, during, and upon completion of installation, membrane manufacturer's technical representative must conduct inspections to ensure that roofing system is installed m accordance with membrane manufacturer's recommended specifications and details.
B. A minimum of three site visits must be made by manufacturer's technical representative.
C. Notify the CDCR Representative 48 hours in advance of date and time of each site visit.
D. Final Roof Inspection: 1. At least one of the manufacturer's site visits must be after completion of the installation. 2. Submit written report after Final Roof Inspection to the CDCR Representative.
E. Provide certification in accordance with above paragraph 1.5 - Submittals.
3.9 FIELD QUALITY CONTROL
A. Perform field testing under provisions of Section 01 45 00.
B. Testing Agency: 1. Contractor must engage an independent qualified testing agency to perfonn the following tasks: a. Inspect substrate conditions, surface preparation, membrane application, flashings, protection, and drainage components. b. Provide all inspections listed herein and as required by CDCR. c. Perform EFVM testing as required and described below. d. Inspect for water intrusion after all tests described below. e. Prepare written reports after each inspection and submit - reports to CDCR Representative.
C. Water and EFVM Testing: Provide the following tests: 1. All tests as required by roofing manufacturer and to obtain manufacturer's warranty as specified herein. 2. Temporarily plug all roof drains and flood area with enough water to completely cover clamping ring and area surrounding drains to achieve a minimum of two inches of water head at drain. Use dams ifrequired. Leave water in place for 48 hours.
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3. Water test scuppers similar to roof drains as required by roofing inspector or CDCR. 4. Monitor weather conditions to prevent damage to building caused by accumulation of water during a rain event. 5. Arrange for testing agency to inspect for water intrusion. 6. On the same day, after inspection, remove drain plugs and, wet entire roof membrane, flashings and roof accessories by means of soaker hose at the rate of not less than one inch per hour rain equivalent for a duration of not less than two hours. 7. Arrange for testing agency to inspect for water intrusion in these areas. 8. Where solar panels or overburden, such as ballast, pavers, green roofs and similar, occur on roofs, perform Electronic Field Vector Mapping (EFVM) tests by testing agency over the completed waterproof roof membrane to test for capillary defects and/or breaches in the roof membrane. EVFM testing must be performed 24 hours or more after water tests and prior to installation of solar panels and/or overburden. 9. Arrange for roofing manufacturer's representative to perform inspections as required to achieve specified warranty(ies). 10. Locate and correct all identified leaks, defects and irregularities. 11. Repeat tests until no water intrusion is found. 12. Remove temporary plugs and dams and restore roofs at conclusion of tests.
D. Repair or remove and replace components of membrane roofing system where test results or inspections indicate that they do not comply with specified requirements. Contractor is solely responsible for all repairs or replacement of roofing assembly and all other items damaged by water intrusion.
E. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements.
3.10 PROTECTING AND CLEANING
A. Waterstops: 1. Install temporary cutoffs around incomplete edges of the roofing assembly at the end of each workday and when work must be postponed because of inclement weather. 2. Straighten the insulation line using pieces of insulation loosely laid, and seal the roofing systems sheet membrane to the deck or existing membrane. 3. Use a heavy application of roof cement at least 6 inches in width, overlaid with an embedded reinforcement. 4. Remove the temporary seals completely when work resumes, cutting out the contaminated membrane. 5. Remove all sealant, contaminated membrane, insulation fillers, etc. from the work area and properly dispose off-site.
B. Protect membrane roofing system from damage and wear during remainder of construction period. When remaining construction will not affect or endanger roofing, inspect roofing for deterioration and damage, describing its nature and extent in a written report, with copies to the CDCR Representative.
C. Correct deficiencies to or remove membrane roofing system that does not comply with requirements, repair substrates, and repair or reinstall membrane roofing system to a condition free of damage and deterioration at time of Substantial Completion and in accordance with warranty requirements.
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END OF SECTION
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SECTION 07 60 00
FLASHING AND SHEET METAL
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes: 1. Galvanized sheet metal. 2. Fasteners. 3. Fabrications. 4. Finish.
B. Related Sections: 1. Section 06 10 00 - Rough Carpentry: Wood blocking, nailers, and grounds. 2. Section 07 90 00 - Joint Protection. 3. Section 09 90 00 - Painting and Coatings.
1.2 REFERENCES
A. AA (Aluminum Association) - Aluminum Construction Manual: Aluminum Sheet Metal Work and Building Construction.
B. AISI (American Iron and Steel Institute) - Stainless Steel - Uses in Architecture.
C. ASTM Al 67 - Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet and Strip.
D. ASTM A240/A240M - Specification for Chromium and Chromium-Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels and for General Applications.
E. ASTM A653/A653M - Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.
F. ANSI/ASTM B32 - Solder Metal.
G. FS O-F-506 - Flux, Soldering, Paste and Liquid.
H. NRCA - National Roofing Contractors Association: Roofing Manual.
I. SMACNA - Architectural Sheet Metal Manual.
1.3 QUALITY ASSURANCE
A. Applicator: Company specializing in sheet metal flashing work with minimum three years experience.
B. Pre-installation Conference: 1. Convene pre-installation conference in accordance with Section 01 31 19 - Project Meetings.
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2. Attend conference with roofing installer, roofing manufacturer's representative, General Contractor and the CDCR Representative.
1.4 SUB MITTALS
A. Shop Drawings: Indicate overall layout of sheet metal work; type, thickness, and details of sheet metal components; joints, expansion joints, attachment and anchoring of sheet metal components.
B. Warranties: Sample of special warranties.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Deliver flashing and sheet metal wrapped for protection and marked to facilitate identification.
B. Stack preformed and prefinished material to prevent twisting, bending, or abrasion, and to provide ventilation.
C. Prevent contact with materials during storage which may cause discoloration, staining, or damage.
D. Store and handle in protective wrapping until ready for use.
1.6 PROJECT CONDITIONS
A. Field Measurements: Before fabricating sheet metal, verify shapes and dimensions of surfaces to be covered.
1.7 SEQUENCING AND SCHEDULING
A. Coordinate Work of this Section with work of other Sections whose work affects or is affected by the Work of this Section.
1.8 WARRANTY
A. Special Warranty on Finishes: Manufacturer's standard fonn in which manufacturer agrees to repair finish or replace sheet metal flashing and trim that shows evidence of deterioration of factory-applied finishes within specified warranty period. 1. Exposed Panel Finish: Deterioration includes, but is not limited to, the following: a. Color fading more than 5 Hunter units when tested according to ASTM D 2244. b. Chalking in excess of a No. 8 rating when tested according to ASTM D 4214. 2. Cracking, checking, peeling, or failure of paint to adhere to bare metal. Warranty Period: 10 years from date of Project completion.
PART 2 PRODUCTS
2.1 MATERIALS
A. Sheet Metal:
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1. Other sheet metal, unless otherwise specified or indicated, must be 22 gauge zinc-Coated (Galvanized) Steel Sheet conforming to ASTM A653/A653M, G90 (Z275) coating designation; structural quality, mill phosphatized for field painting. 2. Provide associated trim, corner plates, clips, joint covers, and similar items, as required for a complete and watertight installation.
B. Fasteners: 1. Material: a. Non-corrosive or hot-dipped galvanized compatible with flashing and sheet metal material. 2. Type and Size: a. Nails, rivets, sheet metal screws as indicated and as required to hold flashing and sheet metal securely in place. b. Where sheet metal is installed over other sheet metal, fasten through I-inch diameter tinned discs. 3. Spacing: 3-inches on center, unless otherwise indicated.
C. Solder: ASTM B32, Alloy Grade 50A.
D. Flux: FS O-F-506.
E. Sealant: Type specified in Section 07 90 00.
F. Reglets: 1. Standard or surface mounting types, as indicated; of either galvanized steel or plastic, unless otherwise indicated. 2. For embedded types, provide with strippable tape covers or with channel prefilled with sealant. 3. Manufacturers a. Fry Reglet Corp; Springlock Flashing System Type 'CO' b. MM Systems Corp. c. C&J Metal Products
G. Adhesive Cold Applied Membrane Under Parapet Cap and at Through Wall Scuppers: 1. High performance, cold applied, flexible, performed waterproof membrane manufactured with cross-laminated, HDPE carrier film with self adhesive bitumen compound. 2. Manufacturers: a. Grace Bituthene 3000/30000HC or equal
2.2 FABRICATION
A. Field-fabricate only those items that cannot be fabricated in the shop.
B. Fabricate products in accordance with the reviewed approved Shop Drawings and the SMACNA Architectural Sheet Metal Manual referenced standard, and NRCA Roofing Manual.
C. Form sections true to shape, accurate in size, square, and free from distortion or defects.
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D. Form pieces in longest practical lengths.
E. Form flashing and sheet metal to fit snugly and without sharp edges.
F. Form seams neatly, and make straight.
G. Hem exposed edges on underside 1/2 inch; miter and seam comers.
H. Fabricate comers from one piece with minimum 18 inch long legs; seam for rigidity, seal with sealant.
I. Fabricate flashings vertical faces with bottom edge formed outward 1/4 inch and hemmed to form drip.
J. Joints 1. Make joints watertight and allow for expansion. 2. Reinforce sheet metal comers as required. 3. Conceal reinforcement within finished assembly.
K. Fastenings: Use concealed hook strips and fasteners. Exposed hook strips and fasteners not acceptable.
2.3 FINISH
A. Galvanized Items: Mill phosphatized for painted finish in accordance with Section 09 90 00.
B. Back paint concealed metal surfaces with one coat protective backing paint.
C. Coat contacting dissimilar metals with protective compound.
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify that conditions are satisfactory for the installation of flashing and sheet metal.
B. Verify roof openings, curbs, pipes, sleeves, ducts, and vents through roof are solidly set, cant strips and reglets are in place, and nailing strips located.
C. Verify roofing membrane termination and base flashings are in place, sealed, and secure.
D. If unsatisfactory conditions exist, do not commence installation until such conditions have been corrected. Beginning installation means acceptance of existing conditions.
3.2 PREPARATION
A. Remove dirt, foreign objects, and foreign materials from surfaces to receive flashing and sheet metal.
B. Surfaces must be clean, smooth, even, and free from defects prior to installation.
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3.3 INSTALLATION
A. Soldering: 1. Clean contact surfaces before soldering. 2. Perfonn soldering so as to thoroughly heat sheet metal and completely sweat solder through full seam width to produce joint of flowed solder I-inch wide. 3. Sweat lock seams full of solder flat and straight; clean with acid flux after soldering, and wash thoroughly.
B. Mechanical Fastening: 1. Join parts with concealed rivets or sheet metal screws, type and spacing in accordance with manufacturer installation instructions, NRCA Roofing Manual and approved shop drawings. 2. Place sheets together before drilling.
C. Lap Joints: 1. Where lap joints are used, lap sheets at least 4 inches. 2. Provide bead of sealant across lapped joints, placed 1 inch from exposed edge of joint.
D. Butt Joints: 1. Where butt joints are used, provide concealed backing alignment plates or sleeves fitted to one side of joint.
E. Perform cutting, fitting, drilling, and similar work as required to accommodate the Work of other Sections.
F. Parapet Caps: 1. Fabricate of 22 gauge galvanized steel unless otherwise indicated. 2. Provide prefabricated mitered internal and external comers. 3. Leave joints open 1/4 inch between sections, back with formed back-up plates lapping each section and a minimum of 3 inches. 4. Seal laps with butyl sealer.
G. Expansion Joints: 1. Fabricate of 22 gauge galvanized steel unless otherwise indicated. 2. Fabricate in accordance with SMACNA Plate No. 76.
H. Hanging Gutters: 1. Fabricate of 24 gauge galvanized steel, unless otherwise indicated. 2. Lap joints between sections 1-1/2 inches, rivet and solder. 3. Provide loose locked expansion joints midway between outlet tubes to provide for 1-1/2 inches movement in both directions. 4. Provide expansion joints with cover strips in a manner to provide free movement and watertight connection. 5. Form outlet tubes of same material and thickness as gutter and lock and solder the longitudinal seam. 6. Flange the upper end of tubes and rivet and solder to the lining. 7. Extend tubes into downspouts at Support Gutters with 20 gauge strap hangers and install spreaders at midpoint between hangers.
I. Downspouts:
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1. Fabricate downspouts of 4" O.D., extra strong, galvanized pipe unless otherwise indicated. 2. Telescope end joints 1-1/2 inches and lock longitudinal joints. 3. Hold downspouts in position 2" inch clear of the wall with 2-1/2 inch by 16 gauge stainless steel, two piece downspout supports spaced not more than 7 feet on center maximum and securely fasten to the wall with 1/2 inch stainless steel, threaded rod wedge expansion anchors.
J. Reglets and Counter flashings: 1. Install reglets and counter flashings in accordance with the manufacturer's printed installation drawings and instructions as indicated, and approved shop drawings.
K. Completed installation must be weather tight.
3.4 CLEANING
A. Following installation, clean exposed surfaces of flashing and sheet metal of excess solder and dirt; remove grease and oil with appropriate solvent; wipe surfaces with clean rags, and leave in condition suitable for the application of paint.
END OF SECTION
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SECTION 07 90 00
JOINT PROTECTION
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes: 1. Preparing sealant substrate surfaces. 2. Non-firestop sealant and backing.
B. Related Sections: 1. Sealants used in conjunction with Building Components as indicated in all divisions.
1.2 REFERENCES
A. ASTM C732, 2012 - Aging Effects of Artificial Weathering on Latex Sealing Compounds.
B. ASTM C834, 2014 - Latex Sealing Compounds.
C. ASTM C881, 2014 - Epoxy-Resin Base Bonding Systems for Concrete.
D. ASTM C882, 2013 - Test Method for Bond Strength of Epoxy - Resin Systems Used with Concrete by Slant Shear.
E. ASTM C920, 2014 - Elastomeric Joint Sealants.
F. ASTM D695, 2015 - Compressive Properties of Rigid Plastics.
G. ASTM D2240, 2010 - Test Method for Rubber Property-Durometer Hardness.
1.3 SUB MITT ALS
A. Product Data 1. For sealants and sealant primers used inside the weatherproofing system, including printed statement ofVOC content.
B. Samples: Submit showing the standard colors available for each sealant material intended for installation in an exposed location.
C. Certificates: Submit certificate that materials specified and proposed for use are suitable for intended application.
D. Manufacturer's installation instructions.
E. Warranties: Sample of special warranties.
1.4 QUALITY ASSURANCE
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A. Applicator: Company with minimum 5 years' experience in the application of materials of the type specified in this Section.
B. Regulatory Requirements: Joint Sealers shall meet all current limits set by regulatory agencies regarding Volatile Organic Compounds (VOC).
1.5 FIELD SAMPLES
A. Provide field samples in accordance with Section 01 45 00.
B. Construct field sample panel of size reviewed by the CDCR Representative, illustrating sealant types, colors, and tooled surfaces.
C. Locate as directed.
D. Accepted sample may remain as part of the Work.
1.6 MOCK-UPS
A. Provide sealant and related accessories for mock-ups in accordance with Section 01 45 00.
1.7 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials in the unopened, original containers or unopened packages with manufacturer's name, labels, product identification, and lot numbers where appropriate.
B. Store materials in the original, unopened containers or packages, and under conditions recommended by manufacturer.
1.8 WARRANTY
A. Special Manufacturer's Warranty: Manufacturer's standard form in which joint-sealant manufacturer agrees to furnish joint sealants to repair or replace those that do not comply with performance and other requirements specified in this Section within specified warranty period. 1. Failures include but are not limited to the following: a. Loss of adhesion or cohesion. b. Failure to cure. 2. Warranty Period: Five years from date of Project Completion.
B. Special warranties specified in this article exclude deterioration or failure of joint sealants from the following: I. Movement of the structure caused by structural settlement or errors attributable to design or construction resulting in stresses on the sealant exceeding sealant manufacturer's written specifications for sealant elongation and compression. 2. Disintegration of joint substrates from natural causes exceeding design specifications. 3. Mechanical damage caused by individuals, tools, or other outside agents. 4. Changes in sealant appearance caused by accumulation of dirt or other atmospheric contaminants.
PART 2 PRODUCTS
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2.1 GENERAL
A. VOC Content of Interior Sealants: Provide sealants and sealant primers for use inside the weatherproofing system that comply with the following limits for voe content when calculated according to 40 CFR 59, Subpart D (EPA Method 24): I. Architectural Sealants: Not more than 250 g/L. 2. Nonmembrane Roof Sealants: 300 g/L. 3. Single-Ply Roof Membrane Sealants: 450 g/L. 4. Sealant Primers for Nonporous Substrates: Not more than 250 g/L. 5. Sealant Primers for Porous Substrates: Not more than 775 g/L. 6. Modified Bituminous Sealant Primers: 500 g/L.
2.2 SEALANTS
A. Type F Sealant - Silicone: I. Acceptable Manufacturers/Products, as listed below and meeting the criteria and requirements specified herein, will be acceptable: a. Dow Coming Corp.; No. 795. b. General Electric Co.; Silpruf. c. Pecora Corp.; 864. d. Sonneborn Building Products; Omniseal. e. Tremco, Spectrem I. f. For manufacturers/products not listed, comply with substitution requirements in Section 01 25 00. 2. Low-modulus silicone sealant in accordance with ASTM C920, Type S, Grade NS, Class 50.
2.3 MISCELLANEOUS MATERIALS
A. Backer Rod: I. Material: Closed-cell foam, nonstaining, nongassing, resilient material such as neoprene, butyl, or polyurethane, compatible with sealant to be used. 2. Sized and shaped to control depth of sealant and to provide 20 percent to 50 percent compression upon insertion.
B. Joint Cleaner: I. For metal and glass: Xylol, xylene, toluol, or toluene. 2. For removing lacquer coatings: Lacquer thinner.
C. Primer: As recommended by sealant manufacturer for use intended.
D. Masking Tape: Pressure-sensitive adhesive paper type.
E. Bond Breaker: Pressure-sensitive adhesive polyethylene tape.
2.4 SEALANT COLORS
A. Sealant color for use in exposed locations shall be as selected by the CDCR Representative from manufacturer's standard colors.
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B. Wherever sealants are not exposed to view, provide manufacturer's standard color which has the best overall performance characteristics for the application indicated.
PART 3 EXECUTION
3.1 EXAMINATION
A. Inspect joints to be sealed to determine if conditions are satisfactory for the proper installation of joint sealants.
B. If unsatisfactory conditions exist, do not commence Work until such conditions have been corrected. Beginning of installation means acceptance of existing conditions.
3.2 GENERAL
A. Provide sealant wherever necessary to: 1. Prevent light leakage. 2. Prevent moisture leakage. 3. Facilitate cleaning and sanitation. 4. Seal exposed joints around door and window frames, signs, display boards, casework, fire extinguisher cabinets, fire alarm boxes, plumbing fixtures, electrical device cover plates, light fixtures, and other items indicated to be set in sealant.
3.3 PREPARATION
A. Cleaning: Clean joint surfaces, using joint cleaner as necessary, of dust, dirt, oil, grease, rust, lacquers, laitance, release agents, moisture, and other matter which could adversely affect adhesion of sealants.
B. Masking: Mask areas adjacent to joints.
C. Priming: Apply primer, ifrequired, in accordance with manufacturer's printed instructions.
D. Joints shall enclose sealant on three sides. 1. Where adequate joints for sealants have not been provided, suitable joints shall be cleaned out to the depth required, or as indicated, and ground to a minimum width of 1/4 inch without damage to the adjoining Work, unless otherwise specified or indicated. 2. No grinding shall be performed on metal surfaces.
3.4 APPLICATION
A. Install sealant and backing materials in accordance with manufacturer's instructions.
B. Apply in accordance with manufacturer's instructions regarding ambient temperature for application and curing.
C. Install backing materials in joints using blunt instrument to avoid puncturing. 1. Do not twist backing while installing. 2. Install backing so that joint depth is 50 percent of joint width, minimum 1/4 inch deep.
D. Apply sealants in joints using pressure gun with nozzle cut to fit joint width.
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E. Place sealants in uniform, continuous beads without gaps or air pockets.
F. Tool joints to required configuration within 10 minutes of sealant application.
G. If masking materials are used, remove immediately after tooling.
H. Seal joints adjacent to painted Work before the final coat of final paint coat is applied.
I. Verify adhesion of sealants to substrates.
3.5 CLEANING
A. Remove spilled and excess materials adjacent to joints without damaging adjacent surfaces.
B. Leave finished Work in neat, clean condition with no evidence of spillovers or damage to adjacent surfaces.
3.6 SCHEDULE
A. Type F - Silicone: 1. Exterior and interior joints in contact with organically-coated aluminum. 2. Exterior and interior vertical joints in concrete, except as otherwise specified. 3. Exterior joints in masonry and portland cement plaster. 4. Around metal door, window and louver frames penetrating exterior concrete, masonry and portland cement plaster surfaces, except as otherwise specified.
B. Conflicts: 1. In the event of conflict between the above Schedule and sealant type indicated on Drawings, notify the CDCR Representative. 2. The CDCR Representative will determine sealant type to be installed at locations in question. 3. Install sealant type directed by the CDCR Representative, complete with all necessary joint preparation and accessories.
END OF SECTION
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SECTION 09 90 00
PAINTING AND COATING
PART 1 GENERAL
I.I SUMMARY
A. Section Includes: 1. Paint materials. 2. Surface preparation. 3. Exterior painting and finishing schedule.
B. Related Sections: 1. Section 07 60 00 - Flashing and Sheet Metal
1.2 REFERENCES
A. ASTM Dl6 - Definitions of Terms Relating to Paint, Varnish, Lacquer, and Related Products.
1.3 DEFINITIONS
A. Paint: Paint system materials, including primers, emulsions, enamels, stains, sealers and fillers, and other applied materials whether used as prime, intermediate, or finish coats.
B. Exposed: Visible in the completed Work.
C. Unexposed: Concealed in the completed Work.
1.4 SYSTEM DESCRIPTION
A. Surface preparation and finish painting of interior and exterior surfaces and miscellaneous components.
1.5 SUB MITT ALS
A. Submit in accordance with Section 01 33 00. In addition to the number of copies required by Section 01 33 00, submit two extra copies for review by CDCR's air pollution control consultant. The submittals must include the initial and subsequent submittals.
B. Samples: 1. Samples of manufacturer's standard colors for color selection. 2. Samples of Selected Colors and Finishes: a. Three sets of samples, using materials accepted for the Project, of each color and paint finish selected by the CDCR Representative. b. Prepare on 8 inch by 10 inch hardboard panels in a stair step manner so all required coats show. c. Label and identify each sample as to location and application. 3. Resubmit samples as required until required sheen, color, and texture are achieved.
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4. Acceptance of samples for color, gloss, and texture must in no way waive material quality requirements.
C. Product Data: For each type of product indicated. 1. For paints include printed statement ofVOC content and chemical components.
D. For consideration of products of manufacturers other than those named, in addition to the information required to be submitted for substitutions under the provisions of Division 0, for each product submit current (within the last 6 months) test data from a recognized independent testing laboratory, accompanied by a letter stating that the proposed products are equal to or better than those specified.
E. Manufacturer's application instructions.
1.6 EXTRA STOCK MATERIALS
A. Paint Left-Overs: Furnish all paint greater than 1/4 gallon that is left over after work is completed in neat, clean, properly sealed, paint containers with clearly marked labels indicating paint brand, type of paint, finish, and manufacturer's color name and number.
B. Deliver extra stock materials to location directed by CDCR Representative.
1.7 QUALITY ASSURANCE
A. Paint materials not otherwise specified must be products of one manufacturer regularly producing materials of types specified.
1.8 FIELD SAMPLES
A. Provide field samples in accordance with Section 01 45 00.
B. Construct field sample for each type of finish on each substrate.
C. Paint a sample panel for each color selected.
D. Large Surface Areas, More than 40 sf: Apply to entire surface in one plane, terminating only at comers.
E. Small surface Areas, 40 sf or Less: Apply to minimum 4 sf.
F. Construct field sample using surface preparation method, material, and application of material as specified.
G. Review: 1. Request in writing the CDCR Representative's review after permanent lighting is in operation where field sample has been constructed. 2. At the option of the CDCR Representative, temporary lighting providing illumination of the same intensity, color, and character may be utilized for review of field samples. 3. The CDCR Representative will review field sample no later than four days following receipt of request.
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1.9 DELIVERY, STORAGE, AND HANDLING
A. Deliver paints and stains ready mixed in labeled, tightly covered containers to the Project site.
B. Store materials on pallets or skids in clean, dry, well-ventilated areas, away from heat, sparks, flame, and direct rays of sunshine; maintain storage areas free from fire hazard.
C. Remove used rags and hazardous waste materials at end of work each day, unless properly stored in metal containers with tightly-fitting metal covers.
D. Frequently remove accumulated waste materials.
1.10 PROJECT CONDITIONS
A. Comply with manufacturer's recommendations for environmental conditions under which paint and paint systems must be applied.
B. Ensure adequate ventilation during interior painting.
C. Do not apply exterior paint in rain, snow, fog or mist, when temperature is below 45 degrees F, or when relative humidity is above 50 percent.
1.11 WARRANTY
A. Provide warranty under provisions of Section 01 78 00.
B. Colors of surfaces painted as part of the work of this Section must, at the end of five years, have remained free from serious fading or discoloration, including free from inconsistency in visual appearance or texture.
C. Paint must have its original adherence at the end of five years and there must be no evidence of cracking, blisters, running, peeling, scaling, chalking, streaks, or stains at the end of this period.
D. Washing with alkali-free soap and water must remove surface dirt from painted surfaces without producing deteriorating effects for five years.
PART 2 PRODUCTS
2.1 ACCEPTABLE MANUFACTURERS
A. Manufacturers and Products: Acceptable manufacturers, as listed below and meeting the criteria and requirements specified herein, will be acceptable. Products listed in this Section, unless otherwise indicated, are basis-of-design products manufactured by Dunn Edwards Paint Co.: 1. Dunn-Edwards Paint Co. 2. Frazee/Sherwin Williams. 3. Vista Paint Co. 4. For manufacturers and products not listed, comply with substitution requirements in Section 01 25 00.
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2.2 MATERIALS - GENERAL DESCRIPTION
A. General Purpose Filler: Standard spackling compound or gypsum wallboard joint compound or latex patching compound; for patching plaster, gypsum wallboard, and wood surfaces to receive opaque paint finishes.
B. Thinner: As recommended by each manufacturer for his respective product.
C. Equipment: Provide scaffolding, staging, drop cloths, covers, brushes, rollers, and spraying and other equipment of the type, grade, and size required for proper execution of the Work.
2.3 MISCELLANEOUS SURFACE PREPARATION MATERIALS
A. Galvanized Metal Chemical/Acid Etch: Acceptable products and manufacturers as listed below and meeting the criteria and requirements specified herein, will be acceptable: 1. Dunn-Edwards; Glava-Etch Etching Liquid, GE 123. 2. Rustoleum Krud Kutter 3. Sherwin Williams Clean 'n Etch
2.4 PAINT MATERIALS
A. Chemical Components of Field-Applied Interior Paints and Coatings: Provide topcoat paints and anti-corrosive and anti-rust paints applied to ferrous metals that comply with the following chemical restrictions, or as specified in Section 01 81 13, whichever is more restrictive. These requirements do not apply to paints and coatings that are applied in a fabrication or finishing shop. 1. Aromatic Compounds: Paints and coatings must not contain more than 1.0 percent by weight of total aromatic compounds (hydrocarbon compounds containing one or more benzene rings). 2. Restricted Components: Paints and coatings must not contain any of the following: a. Acrolein. b. Acrylonitrile. c. Antimony. d. Benzene. e. Butyl benzyl phthalate. f. Cadmium. g. Di (2-ethylhexyl) phthalate. h. Di-n-butyl phthalate. i. Di-n-octyl phthalate. J. 1,2-dichlorobenzene. k. Diethyl phthalate. 1. Ethylbenzene. m. Formaldehyde. n. Hexavalent chromium. o. Isophorone. p. Lead. q. Mercury. r. Methyl ethyl ketone. s. Methyl isobutyl ketone. t. Methylene chloride.
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u. Naphthalene. v. Toluene (methylbenzene). w. 1, 1, I-trichloroethane. x. Vinyl chloride.
B. Primer for interior and exterior non-ferrous metal must contain or have properties which are equivalent to the following: 1. Alkyd Option: a. Vehicle: Alkyd resins, thinners and additives. b. Pigments: Titanium dioxide and reinforcing pigments. c. Solids by Volume: 44 percent minimum. d. Solvent Type: Paint thinner. e. Resin Type: Waterborne. 2. Acrylic Option: a. Vehicle: Acrylic resins, water and additives. b. Pigments: Titanium dioxide, reinforcing, and corrosion inhibiting pigments. c. Solids by Volume: 38 percent minimum. d. Solvent Type: Waterborne. e. Resin Type: 100 percent acrylic.
C. Primer for interior and exterior ferrous metal must contain or have properties which are equivalent to the following: 1. Vehicle: Waterborne alkyd resins and additives. 2. Pigments: Titanium dioxide, rust inhibitive and reinforcing pigments. 3. Solids by Volume: 41.2 percent minimum. 4. Solvent type: Waterborne. 5. Resin Type: Waterborne alkyd.
D. Gloss paint for interior and exterior ferrous and non-ferrous metals must be formulated for interior and exterior applications and must contain or have properties which are equivalent to the following: 1. Vehicle: Acrylic resins, water and additives. 2. Pigments: Titanium dioxide. 3. Solids by Volume: 38 percent minimum. 4. Solvent Type: Waterborne. 5. Resin Type: 100 percent acrylic.
E. Semi-gloss paint for interior and exterior ferrous and non-ferrous metals, and interior wall and ceiling surfaces where indicated, must be formulated for interior and exterior applications and must contain or have properties which are equivalent to the following: I. Vehicle: Acrylic resins, water and additives. 2. Pigments: Titanium dioxide. 3. Solids by Volume: 36 +or - 2percent minimum. 4. Solvent Type: Waterborne. 5. Resin Type: 100 percent acrylic.
F. Eggshell paint for interior ferrous and non-ferrous metals, and interior wall and ceiling surfaces where indicated, must be formulated for interior and exterior applications and must contain or have properties which are equivalent to the following: I. Vehicle: Acrylic resins, water and additives.
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2. Pigments: Titanium dioxide and reinforcing pigments. 3. Solids by Volume: 35 percent minimum. 4. Solvent Type: Waterborne. 5. Resin Type: 100 percent acrylic.
G. Additional surface preparation and paint materials required by other Sections and not listed herein must be manufacturer's best quality for the intended purpose.
2.5 PAINT MATERIALS FOR EXTERIOR USE
A. Primers and Undercoats: Dunn-Edwards Product Product I Number Acrylic Multi-Purpose Primer M-P Prime W 713 Galvanized/Aluminum Primer Galv-Alum QD 43-7 White Alkyd Corrosion Inhibitive Primer Corrobar 43-5
B. Paint Finish Coats: Dunn-Edwards Product Product I Number 100 percent Acrylic Gloss Paint (Int./Ext.) Permagloss W 960 100 percent Acrylic Low Sheen Paint (Exterior) Enduracryl W 705 100 percent Acrylic Semi-Gloss Paint (Int./Ext.) Permasheen W 901
2.6 COLORS
A. The CDCR Representative will select the finish colors and textures and determine the basic colors of surfaces to be painted or stained.
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify that conditions are satisfactory for the application of paint and stain finishes.
B. Before commencing paint applications, have an authorized representative of paint manufacturer inspect work areas and report his findings.
C. If unsatisfactory conditions exist, do not commence the application until such conditions have been corrected.
D. Application of first coat of finish constitutes acceptance of surface conditions and responsibility for ultimate finish.
3.2 PREPARATION
A. Rooms and spaces must be broom-clean before commencement of paint application.
B. Surfaces to be finished must be dry, clean, smooth, and free from rust, scale, oil, grease, grit, frost, sap, and other foreign matter. Shellac and seal marks which might bleed through surface finish.
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C. Protect nameplates, switch plates, instruments, gauges, stainless steel, aluminum, and other surfaces which are not to be painted by masking or other means.
D. Hardware, hardware accessories, lighting fixtures, and similar items in place must be sufficiently protected or removed prior to painting, and replaced upon completion of painting of each space.
E. Disconnect heating and other equipment adjacent to walls, and move to permit wall surfaces to be painted. Following completion of painting, replace and reconnect equipment.
F. Locate and install scaffolding and staging to avoid interference with the Work of other Sections.
G. Metals: 1. Remove mill scale, rust, corrosion, and other foreign matter by wire brushing, scraping, sandblasting, or solvent, as required to produce a clean, smooth surface. 2. Clean oil, grease, and dust from surfaces using mineral spirits. 3. Touch up chipped or abraded areas in shop primer using primer compatible with existing. 4. Pretreat galvanized metal with phosphoric acid etch or vinyl wash. Apply primer within four hours of acid etching.
3.3 APPLICATION
A. Do not apply initial coating until moisture content of surface, as tested with a moisture meter, is within limitations recommended by the coating manufacturer.
B. Apply coatings in accordance with manufacturer's printed instructions.
C. Methods of Application: Brush (B), Roller (R) or Spray (S) application must be used in accordance with the following schedule: Surface 1st Coat 2nd Coat 3rd Coat Ferrous Metal Primed B,R,S B,R,S Unprimed B, S B,R,S B,R,S Non-Ferrous Metal* Primed B,R,S B,R,S Unprimed B, S B,R,S B,R,S
* Does not apply to farge wall surfaces. Use sheepskin daubers to reach surfaces which are inaccessible to brushes. ** Back-roll first coat when using a spray application.
D. Coats: 1. Apply coats and undercoats in accordance with the manufacturer's recommendations. A uniform and opaque painted finish utilizing at least three coats is the minimum requirement. More coats of paint may be required to obtain a finish acceptable to the CDCR Representative. 2. Tint pigmented undercoats to approximately the same shade as the final coat. Perceptibly increase the depth of shade in successive coats.
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3. Allow each coat to thoroughly dry before application of succeeding coat; comply with manufacturer's recommendations for drying time between coats. 4. Sand and dust between each coat to remove defects visible from a distance of 5 feet. 5. Finish coats must be smooth, even and free from brush marks, streaks, laps and pile-up of paints, and skipped and missed areas. 6. Finish mill and shop primed items with materials compatible with prime coat. 7. Paint surfaces of galvanized steel drip moldings, reveal joints and trim, and casing beads that will be exposed in the finished Work.
E. Leave parts of moldings and ornaments clean and true to details with no undue amount of paint in comers and depressions.
F. Edges of paint adjoining other materials and colors must be clean and sharp with no overlapping.
G. Refinish whole surfaces where portion of finish is not acceptable.
H. Pretreatment of Existing Surfaces: Unless specified first coat is suitable for materials and conditions encountered, apply one additional coat of surface conditioner as recommended by paint manufacturer.
I. Priming: I. Metals: a. Prime surfaces of miscellaneous iron and steel not embedded in concrete, and surfaces of non-galvanized, unprimed sheet steel. b. Time lapse between priming and application of second coat must be as short as possible to provide for proper bonding to prime coat.
J. Spraying: 1. Spray only with airless sprayer. 2. Apply in fine, even spray without addition of thinner. If thinning is recommended or required, obtain CDCR approval and follow manufacturer's recommendations. 3. When necessary, follow by brushing to ensure uniform coverage and to elirninate wrinkling, blistering, and air holes. 4. If spraying becomes detrimental to equipment or objectionable to personnel, brush painting will be required.
K. Steel Framing: 1. Where structural and miscellaneous steel framing will remain concealed in completed Work, provide field-applied second prime coat. 2. Use material compatible with shop-primer material. 3. Apply after completion of steel erection, before being enclosed. 4. Omit where steel is to be encased in concrete or to receive cementitious fireproofing.
L. Miscellaneous Painting: Perform as indicated or required and as directed to coordinate appearance and/or color of incidental items or surfaces with adjacent surfaces.
M. Touch-up and restore finish where damaged.
N. When complete, painted surfaces must be clean, uniform in appearance, and free from holidays, skips, runs, bubbles, streaks, scratches, and other damage and defects.
PAINTING AND COATING CDCR-SDD 20160408 09 90 00 - 8 Backcheck#l - MARCH 27, 2017 HY Architects CDCR Folsom State Prison 4722.000 Re-Roof Old Powerhouse Vocational Building Bid Package ##
3.4 PROTECTION
A. Provide barriers and post signs as necessary to protect newly applied finishes.
3.5 CLEANING
A. Clean up spilled and spattered paint daily.
B. Remove spilled and spattered paint, taking care not to mar surface finish of item being cleaned.
C. Leave the Project site in a clean and orderly condition.
3.6 PAINT SYSTEMS
A. Paint all exterior and interior surfaces not specifically excluded.
B. Only major areas are scheduled, but all miscellaneous items and areas within the room or space must be painted.
C. The number of coats specified is the minimum number acceptable. If full coverage is not obtained with the specified number of coats, apply additional coats as necessary to produce the required finish, at no increase in Contract Price.
D. Acceptance of Final Colors: Final coat of paint for both exterior and interior must not be applied until the colors have been accepted by the CDCR Representative.
3.7 SCHEDULE- ITEMS NOT TO BE PAINTED
A. Do Not Paint the Following Items: 1. Products having factory finish (products which are shop or factory primed only must be painted). 2. Copper, stainless steel, aluminum, brass, bronze and chromium-plated surfaces. 3. Elastomeric materials. 4. Roofing finishing materials. 5. UL Labels, fusible links, sprinkler heads. 6. Gauges, thermometers and other recording devices. 7. Moving parts of mechanical equipment such as shafts and valve stems. 8. Other items specifically indicated not to be painted.
3.8 SCHEDULE - EXTERIOR PAINT SYSTEMS
A. Ferrous metal surfaces - gloss finish (exposed exterior surfaces and items which are generally not visible from the ground): 1. First Application: White alkyd corrosion inhibitive primer. 2. Second Application: White alkyd corrosion inhibitive primer, half tinted. 3. Third Application: Interior/exterior 100 percent acrylic gloss paint.
B. Ferrous metal surfaces - semi-gloss finish (exposed exterior surfaces and items which are generally visible from the ground): 1. First Application: White alkyd corrosion inhibitive primer. 2. Second Application: White alkyd corrosion inhibitive primer, half tinted.
PAINTING AND COATING CDCR-SDD 20160408 09 90 00 - 9 Backcheck#l - MARCH 27, 2017 HY Architects CDCR Folsom State Prison 4722.000 Re-Roof Old Powerhouse Vocational Building Bid Package ##
3. Third Application: Interior/exterior 100 percent acrylic semi-gloss paint.
C. Non-ferrous or galvanized metal surfaces - gloss finish (exposed exterior surfaces and items which are generally not visible from the ground): 1. First Application: Galvanized/aluminum primer or acrylic multi-purpose primer. 2. Second Application: Interior/exterior 100 percent acrylic gloss paint. 3. Third Application: Interior/exterior 100 percent acrylic gloss paint.
D. Non-ferrous or galvanized metal surfaces - semi-gloss finish (exposed exterior surfaces and items which are generally visible from the ground): 1. First Application: Galvanized/aluminum primer or acrylic multi-purpose primer. 2. Second Application: Interior/exterior 100 percent acrylic semi-gloss paint. 3. Third Application: Interior/exterior 100 percent acrylic semi-gloss paint.
END OF SECTION
PAINTING AND COATING CDCR-SDD 20160408 09 90 00 -10 Backcheck#l - MARCH 27, 2017