Staff Report - Contract Fairbairn Water Treatment Plant (FWTP) Laboratory Repairs (Z14140600) — Sacramento City Council, September 20, 2022 (part 1 of 2)

City of Sacramento
City Council Report
915 I Street, 1st Floor
Sacramento, CA 95814
www.cityofsacramento.org
File ID: 2022-01580 9/20/2022 Consent Item 07.

Contract: Fairbairn Water Treatment Plant (FWTP) Laboratory Repairs (Z14140600) [Two- Thirds Vote Required]
File ID: 2022-01580
Location: 7501 College Town Drive, District 6
Recommendation: 1) Pass a Motion by two-thirds vote waiving the requirement for 10-day posting of agreements over $1 million under City Code section 4.04.020(C) and Council Rules of Procedure Chapter 7, Section E.2.d; and 2) adopt a Resolution: a) authorizing the City Manager or the City Manager’s designee to: transfer $640,627 from the Water (Fund 6005) available fund balance, $700,000 from Water Base CIP Contingency (Z14000700, Fund 6005), and $1,494,000 from the FWTP Rehab Program (Z14130200, Fund 6005), for a total transfer of $2,834,627 to the Department of Utilities (DOU) Facilities Rehabilitation Program (Z14140600, Fund 6005); b) awarding a construction contract to DPR Construction, Inc. in an amount not to exceed $2,172,953 for the FWTP Laboratory Repairs project (Z14140600, Fund 6005); and c) authorizing the City Manager or the City Manager’s designee to execute the contract specified above.

Contact: Mark C. Brown, Supervising Engineer, (916) 808-7118, [email protected]; James Christensen, Facilities Manager, (916) 808-5863, [email protected], Department of Public Works
Presenter: None
Attachments:
1-Description/Analysis
2-Contract DPR Construction, Inc.
3-Resolution
Description/Analysis
Issue Detail: The Fairbairn Water Treatment Plant (FWTP) Laboratory Building, located at 7501 College Town Drive, is one of two water treatment plant facilities for the City of Sacramento that tests the safety and potability of the City’s drinking water. The lab building was constructed in the early 1990s and has served in this capacity since that time. Over the years following, it had been noted City of Sacramento Page 1 of 3
File ID: 2022-01580 9/20/2022 Consent Item 07.
that during rainfall events water was entering the building through the exterior walls, causing the destruction of ceiling tiles, carpet, and other interior finishes. These repeated incidents caused some staff to be temporarily relocated while repairs were conducted. This has resulted in operational inefficiencies and occupant inconvenience. It also revealed to Facilities Maintenance staff that an inherent water intrusion problem was present within the lab building’s exterior construction.

Over the past three years, several water intrusions studies and reports have been conducted, internally and through third-party consultants, resulting in the conclusion that the building has systemic deficiencies due to its original design detailing that has led to repeated water intrusion. The recommendations in each case were to redesign and make exterior improvements to the building exterior finish and detailing. This project addresses that task and will end any further water intrusion and resultant building degradation. Also, the design approach in solving this problem allows the facility to be fully occupied during construction with little or no disruption of critical lab operations.

On September 2, 2021, the Department of Public Works issued invitation to bid B21014541009 for the FWTP Laboratory Building Exterior Improvements. On October 20, 2021, staff received no bids for the project. As a result, the Department of Public Works directly engaged a General Contractor, DPR Construction, and negotiated a bid for the work. City Staff has reviewed this proposal and supports awarding the Fairbairn Water Treatment Plant Laboratory Building Exterior Improvements construction contract to DPR Construction for an amount not to exceed $2,172,953.

Policy Considerations: The recommendation in this report is in accordance with City Code Section

3.60 and City Code Section 4.04.020.

The Sacramento City Code Section 4.04.020 and the City Council Rules of Procedure (Chapter 7, Section E.2.d) mandate that unless waived by a 2/3 vote of the City Council, all labor agreements, and all agreements greater than $1,000,000 shall be made available to the public at least ten (10) days prior to City Council action.

Economic Impacts: The recommended contract is expected to create 16.08 jobs (10.21 direct jobs and 5.87 jobs through indirect and induced activities) and create $2,121,936 in total economic output ($1,360,216 of direct output and another $761,720 of output in indirect and induced activities).

The indicated economic impacts are estimates calculated using a calculation tool developed by the Center for Strategic Economic Research (CSER). CSER utilized the IMPLAN input-output model (2009 coefficients) to quantify the economic impacts of a hypothetical $1 million of spending in various construction categories within the City of Sacramento in an average one-year period. Actual impacts could differ significantly from the estimates and neither the City of Sacramento nor CSER shall be held responsible for consequences resulting from such differences.

City of Sacramento Page 2 of 3
File ID: 2022-01580 9/20/2022 Consent Item 07.

Environmental Considerations:

California Environmental Quality Act (CEQA): The action is exempt from review under the California Environmental Quality Act (CEQA) pursuant to CEQA Guidelines, Section 15301.

The action involves the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing public or private structures, facilities, or mechanical equipment, involving negligible or no expansion of use beyond that existing at the time of the lead agency's determination. The exemption covers interior or exterior alterations involving such things as interior partitions, plumbing, and electrical conveyances; and similar facilities; restoration or rehabilitation of deteriorated or damaged structures, facilities, or mechanical equipment to meet current standards of public health and safety, unless it is determined that the damage was substantial and resulted from an environmental hazard such as earthquake, landslide, or flood. The project qualifies for a Categorical Exemption under Article 19 of CEQA Guidelines Section 15301, existing facilities.

Sustainability: Not applicable.

Commission/Committee Action: Not applicable.

Rationale for Recommendation: The purpose of this project is to permanently stop any further water intrusion into this critical City facility. Award of this contract to DPR Construction will accomplish this goal and provide the Department of Utilities with a viable facility for many years in the future. On March 18, 2022, the Department of Public Works received a proposal for the construction of the FWTP Laboratory Building Exterior Improvements in the amount not to exceed $2,172,953.

Staff has reviewed this proposal and supports awarding the FWTP Laboratory Building Exterior Improvements contract to DPR Construction.

Financial Considerations: The total estimated cost for the project is $3,094,627. To provide sufficient funding for this project, the following transfers are needed: $640,627 from the Water (Fund 6005) available fund balance, $700,000 from Water Base CIP Contingency (Z14000700, Fund 6005), and $1,494,000 from the FWTP Rehab Program (Z14130200, Fund 6005) for a total transfer of $2,834,627 to the DOU Facilities Rehabilitation Program (Z14140600, Fund 6005) for the FWTP Lab Repairs project. This will provide adequate funding to award the contract and cover staff and other costs.

There are no General Funds planned or allocated for this project.

Local Business Enterprise (LBE): DPR Construction is an LBE.

City of Sacramento Page 3 of 3

CONTRACT

ROUTING SHEET
Contract Cover/Routing Form: Must Accompany ALL Contracts; however, it is NOT part of the contract.

General Information (Required)
Original Contract # (supplements only): ________ Supplement/Addendum #: ___________________ Assessor’s Parcel Number(s): ________________________________________________________________ Contract Effective Date: _________ Contract Expiration Date (if applicable): _________ $ Amount (Not to Exceed): ______________________ Adjusted $ Amount (+/-): _____________________ Other Party: ______________________________________________________________________________ Project Title: _____________________________________________________________________________ Project #: ____________________________________ Bid/RFQ/RFP #: ___________________________ City Council Approval: if YES, Council File ID#: __________ Contract Processing Contacts
Department: ______________________________
Contract Coordi
nator: _______________________
Project Manager: ___________________________
Email: ______________________________
Department Review and Routing
(Signature) (Date)
(Signature) (Date)
(Signature) (Date)
Department Director:

Division Manager:

Contracts:

Accounting:
(Signature) (Date)
Special Instruction/Comments (i.e. recording requested, other agency signatures required, etc.) _______________________________________________________________________________________ ------------------FOR CLERK & IT DEPARTMENTS ONLY – DO NOT WRITE BELOW THIS LINE------------------ CC Rev. 12.19.2018
Construction Related Other Party Signature Required
Form approved by City Attorney 1-11-17 1

AGREEMENT
(Construction Contract Over $25,000)
THIS AGREEMENT, dated for identification , 2022, is made and entered into between the CITY OF SACRAMENTO, a municipal corporation (“City”), and DPR Construction, 1801 J Street, #200, Sacramento, CA 95811(“C ontractor”) in an amount not to exceed TWO MILLION ONE HUNDRED SEVENTY-TWO THOUSAND NINE HUNDRED FIFTY-THREE DOLLARS AND ZERO CENTS ($2,172,953.00).

The City and Contractor hereby mutually agree as follows:

1. CONTR

ACT DOCUMENTS
The Co
ntract Documents, sometimes also referred to as the “Contract,” consist of the following items, which are hereby incorporated by reference as if set forth in full in this Agreement:

No
tice to Contractors
Proposal Form submitted by the Contractor
Instructions to Bidders
Subcontractor and Local Business Enterprise Participation Form Drug-Free Workplace Policy and Affidavit
Construction and Demolition (C&D) Debris Recycling Requirements Workers’ Compensation Insurance Certification
Federal or State funding requirements (if applicable)
Local Business Enterprise (LBE) Requirements
Requirements of the Non-Discrimination in Employee Benefits Code Ban-The-Box Requirements
Notice Regarding Assembly Bill 626
Addenda, if any
This Agreement
Standard Specifications
Special Provisions
Plans and Technical Specifications
The drawings and other data and all developments thereof prepared by City pursuant to the Contract
Any modifications of any of the foregoing made or approved by City, including but not limited to duly authorized change orders
Unles
s specifically noted otherwise, references to the “Standard Specifications ” shall mean and refer to the Standard Specifications for Public Construction of the City of Sacramento approved by the Sacramento City Council on June 4, 2007 (Resolution No. 2007-350), and any subsequent amendments thereto approved by the Sacramento City Council or the Sacramento City Manager. Work called for in any one Contract Document and not mentioned in another is to be performed and executed as if mentioned in all Contract Documents. The table of contents, titles and headings contained in the Contract Documents are provided solely to facilitate reference to various provisions of the Contract Documents and in no way affect or limit the interpretation of the provisions to which they refer.

Form approved by City Attorney 1-11-17 2
Contract Documents and in no way affect or limit the interpretation of the provisions to which they refer.

2. DEFINITIONS

Unless otherwise specifically provided herein, all words and phrases defined in the Standard Specifications shall have the same meaning and intent in this Agreement.

3. AGREEMENT CONTROLS

In the event of a conflict between any of the terms and conditions set forth in this Agreement and the terms and conditions set forth in other Contract Documents, the terms and conditions set forth in this Agreement shall prevail, except that the provisions of any duly authorized change order shall prevail over any conflicting provisions of this Agreement.

4. SCOPE OF CONTRACT

Contractor agrees to furnish all tools, equipment, apparatus, facilities, labor , material, and transportation necessary to perform and complete in a good and workmanlike manner to the satisfaction of City, all the Work called for in the Contract Documents entitled:

FAIRBAIRN WATER TREATMENT PLANT LAB EXTERIOR IMPROVEMENTS (Z14140615)

Including the Work called for in the following alternative bid items described in the Proposal Form:

NONE

Contractor agrees to perform such Work in the manner designated in and in strict conformity with the Contract Documents.

5. CONTRACT AMOUNT AND PAYMENTS

City agrees to pay, and Contractor agrees to accept, as complete payment for the above Work, in accordance with the schedule and procedures set forth in the Contract Documents and subject to deductions, withholdings and additions as specified in the Contract Documents, a total sum that sh all not exceed the total bid amount set forth in Contractor’s Proposal Form . In addition, subject to deductions, withholdings, and additions as specified in the Contract Documents , payment for individual items of the Work shall be computed as follows:

A. For items of the Work for which a lump sum price is specified in Contractor’s Proposal Form , Contractor shall be paid the lump sum price(s) specified in Contractor’s Proposal Form; and

Form approved by City Attorney 1-11-17 3
B. For items of the Work for which a unit price is specified in Contractor’s Proposal Form, Contractor shall be paid the sum computed at such unit price, or computed at a different price if such different price is determined by City in accordance with the Standard Specifications, based on the actual amount of each such item performed and/or furnished and incorporated in the Work; provided that in no event shall the total sum for a unit price item exceed the total bid amount set forth for such item in the Contr actor’s Proposal Form, unless authorized by Change Order.

6. PROGRESS PAYMENTS

Subject to the terms and conditions of the Contract, City shall cause payments to be made upon demand of Contractor as follows:

A. On or about the first of the month, the Engineer shall present to the Contractor a statement showing the amount of labor and materials incorporated in the Work through the twentieth (20) calendar day of the preceding month. After both Contractor and Engineer approve the statement in writing, an d the City’s labor compliance officer provides written approval, the City shall issue a certificate for ninety-five (95) percent of the amount it shall find to be due, subject to any deductions or withholdings authorized or required under the Contract or any applicable Laws or Regulations.

B. No inaccuracy or error in said monthly estimates shall operate to release Contractor from damages arising from such Work or from enforcement of each and every provision of the Contract Documents, and City shall have the right subsequently to correct any error made in any estimate for payment.

C. Contractor shall not be paid for any defective or improper Work.

D. The remaining five (5) percent of the value of the Work performed under the Contract, if unencumbered and subject to any deductions or withholdings authorized or required under the Contract or any applicable Laws or Regulations, shall be released not later than sixty (60) days after completion and final acceptance of the Work by City. Acceptance by Contractor of the final payment shall constitute a waiver of all claims against the City arising under the Contract Documents, except for disputed claims in stated amounts that the Contractor specifically reserves in writing , but only to the extent that the Contractor has complied with all procedures and requirements applicable to the presentation and processing of such claim(s) under the Contract Documents. Contractor shall be entitled to substitute securities for retention or to direct that payments of retention be made into escrow, as provided in Public Contract Code Section 22300, upon execution of the City’s Escrow Agreement for Security Deposits in Lieu of Retention.

E. The parties agree that, for purposes of the timely progress payment requirements specified in Public Contract Code Section 20104.50, the date that the City receives a statement jointly approved by the Contractor and the Engineer as provided above shall be deemed to constitute the date that City receives an undisputed and Form approved by City Attorney 1-11-17 4
properly submitted payment request from the Contractor. Progress payments not made within 30 days after this date may be subject to payment of interest as provided in Public Contract Code Section 20104.50.

F. This Contract is subject to compliance monitoring and enforcement by the California Department of Industrial Relations, as specified in California Labor Code section 1771.4.

7. RETENTION OF SUMS CHARGED AGAINST CONTRACTOR

When, under the provisions of this Contract or any applicable Laws or Regulations, City is authorized or required to withhold, deduct, or charge any sum of money against Contractor, City may deduct and retain the amount of such charge from the amount of the next succeeding progress estimate(s), or from any other moneys due or that may become due Contractor from City. If, on completion or termination of the Contract, sums due Contractor are insufficient to pay City's charges, City shall have the right to recover the balance from Contractor or its Sureties.

8. COMMENCEMENT AND PROSECUTION OF WORK

Contractor shall commence the Work not later than fifteen (15) working days after the date of the written Notice to Proceed from City to Contractor and shall diligently prosecute the W ork t o final completion. The phase “commence the W ork” means to engage in a continuous program on- site including, but not limited to, site clearance, grading, dredging, land filling and the fabrications, erection, or installation of the Work.

The Notice to Proceed shall be issued within fifteen (15) calendar days following execution of the Agreement by the City and the filing by Contractor of the required Bonds and proof of insurance, provided that the Engineer may delay issuance of the Notice to Proceed if the Engineer determines in the Engineer’s sole discr etion that conditions on the site of the Work are unsuitable for commencement of the Work . After the Notice to Proceed is issued, the continuous prosecution of Work by Contractor shall be subject only to Excusable Delays as defined in this Agreement.

9. TIME OF COMPLETION

The entire Work shall be brought to completion in the manner provided for in the Contract Documents on or before 226 days from the date of the Notice to Proceed (hereinafter called the “Completion Date ”) unless extensions of time are granted in accordance with the Contract Documents.

Failure to complete the entire Work by the Completion Date and in the manner provided for in the Contract Documents shall subject Contractor to liquidated damages as provided in this Agreement. Time is and shall be of the essence in the performance of the Contract and the Work.

10. PAYMENTS DO NOT IMPLY ACCEPTANCE OF WORK

The payment of any progress payment, or the acceptance thereof by Contractor, shall not constitute acceptance of the Work or any portion thereof and shall in no way reduce the Form approved by City Attorney 1-11-17 5
liability of Contractor to replace unsatisfactory work or material, whether or not the unsatisfactory character of such work or material was apparent or detected at the time such payment was made.

11. ACCEPTANCE NOT RELEASE

Contractor shall correct immediately any defective or imperfect work or materials that may be discovered before final acceptance of the entire Work, whether or not such defect or imperfection was previously noticed or identified by the City . The inspection of the Work, or any part thereof, shall not relieve Contractor of any of its obligations to perform satisfactory work as herein specified.

Failure or neglect on the part of City or any of its officers, employees or authorized agents to discover, identify, condemn or reject defective or imperfect work or materials shall not be construed to imply an acceptance of such work or materials , if such defect or imperfection becomes evident at any time prior to final acceptance of the entire Work, nor shall such failure or neglect be construed as barring City from enforcing Contractor’s warranty(ies) or otherwise recovering damages or such a sum of money as may be required to repair or rebuild the defective or imperfect work or materials whenever City may discover the same, subject only to any statu tes of limitation that may apply to any such claim.

12. CITY'S RIGHT TO TAKE POSSESSION OF THE WORK IN WHOLE OR IN PART

The City shall have the right at any time to enter upon the Work and perform work not covered by this Contract, or to occupy and use a portion of the Work, prior to the date of the final acceptance of the Work as a whole, without in any way relieving Contractor of any obligations under this Contract.

13. NO WAIVER OF REMEDIES

Neither the inspection by City, its officers, employees or agents, nor any certificate or other approval for the payment of money, nor any payment for, nor acceptance of the whole or any part of the Work by City, nor any extensions of time, nor any position taken by City, its officers, employees or its agents shall operate as a waiver of any provision of the Contract Documents nor of any power herein reserved to City or any right to damages herein provided, nor shall any waiver of any breach of this Agreement be held to be a waiver of any other or subsequent breach. All remedies provided in the Contract Documents shall be taken and construed as cumulative; in addition to each and every other remedy herein provided, the City shall have any and all equitable and legal remedies that it would in any case have.

14. WARRANTY

Except as otherwise expressly provided in the Contract Documents, and excepting only items of routine maintenance, ordinary wear and tear and unusual abuse or neglect by City, Contractor warrants and guarantees all Work executed and all supplies, materials and devices of whatsoever nature incorporated in or attached to the Work, or otherwise provided as a part of the Work pursuant to the Contract, to be absolutely free of all defects Form approved by City Attorney 1-11-17 6
of workmanship and materials for a period of one year after final acceptance of the entire Work by the City. Contractor shall repair or replace all work or material, together with any other work or material that may be displaced or damaged in so doing, that may prove defective in workmanship or material within this one-year warranty period without expense or charge of any nature whatsoever to City.

In the event that Contractor shall fail to comply with the conditions of the foregoing warranty within ten (10) days after being notified of the defect in writing, City shall have the right, but shall not be obligated, to repair, or obtain the repair of, the defect and Contractor shall pay to City on demand all costs and expense of such repair.

Notwithstanding anything herein to the contrary, in the event that any defect in workmanship or material covered by the foregoing warranty results in a condition that constitutes an immediate hazard to public health or safety, or any property interest, or any person, City shall have the right to immediately repair, or cause to be repaired, such defect, and Contractor shall pay to City on demand all costs and expense of such repair.

The foregoing statement relating to hazards to health, safety or property shall be deemed to include both temporary and permanent repairs that may be required as determined in the sole discretion and judgment of City.

In addition to the above, the Contractor shall make a written assignment of all manufacturer’s and other product warranties to the City, prior to completion and final acceptance of the Work by City.

The Contractor’s Performance Bond shall secure the performance of the Contractor’s obligations under this Section 14, and the Contractor and its Surety shall be jointly and severally liable for these obligations.

15. LIQUIDATED DAMAGES IF WORK NOT COMPLETED ON TIME

A. The actual fact of the occurrence of damages and the actual amount of the damages that City would suffer if the entire Work, and/or any specified portion thereof, were not completed within the time(s) specified herein are dependent upon many circumstances and conditions that could prevail in various combinations, and for this reason, it is impracticable and extremely difficult to fix the actual damages. Damages that City would suffer in the event of such delay include: loss of the use of the project; expenses of prolonged assignment to the project of an architectural and /or engineering staff; prolonged costs of administration, inspection, and supervision; increased operational expenses and/or impaired operation of other facilities dependent upon completion of the project; and the loss and inconvenience suffered by the public within the City of Sacramento by reason of the delay in the completion of the project or portion thereof. Accordingly, the parties agree, and by execution of this Agreement, Contractor acknowledges that it understands and agrees, that the amount(s) set forth herein as liquidated damages reflect the parties’ best efforts at the time of entering into the Contract to estimate the damages that may be incurred by City and the public due to the Contractor’s delay in completion of the Work and/or any specified portion thereof, and shall be presumed to be the amount of damages Form approved by City Attorney 1-11-17 7
sustained by the failure of Contractor to complete the entire Work and/or any specified portion thereof within the time(s) specified herein.

B. Contractor shall pay liquidated damages to City for failure to complete the entire Work by the Completion Date (as extended in accordance with the Contract Documents, if applicable) in the amount of $525.00 for each calendar day after the Completion Date (as extended in accordance with the Contract Documents, if applicable), continuing to the time at which the entire Work is completed. Such amount is the actual cash value agreed upon by the City and Contractor as the loss to City and the public resulting from Contractor's default.

The parties agree, and by execution of this Agreement, Contractor acknowledges that it understands and agrees, that the foregoing provisions provide for the imposition of liquidated damages from the Completion Date (as extended in accordance with the Contract Documents, if applicable) until the date of completion of the entire Work as determined by the Engineer in accordance with Section 8-4 of the Standard Specifications, whether or not the Work or any portion thereof is claimed or determined to be substantially complete prior to such date of completion.

C. In the event Contractor shall become liable for liquidated damages, City, in addition to all other remedies provided by law, shall have the right to withhold any and all payments that otherwise would be or become due Contractor until the liability of Contractor under this section is finally determined. City shall have the right to use and apply such payments, in whole or in part, to reimburse City for all liquidated damages due or to become due to City. Any remaining balance of such payments shall be paid to Contractor only after discharge in full of all liability incurred by Contractor under this section or otherwise under any provision of the Contract Documents or any applicable Law or Regulation. If the sum so retained by City is not sufficient to discharge all such liabilities of Contractor, Contractor shall continue to remain liable to City until all such liabilities are satisfied in full.

No failure by City to withhold any payment as specified above shall in any manner be construed to constitute a release of any such liabilities nor a waiver of the City’s right to withhold payment for such liabilities.

16. INDEMNITY AND HOLD HARMLESS

A. Contractor shall defend, hold harmless and indemnify the City, its officers, employees, and agents, and each and every one of them, from and against any and all actions, damages, costs, liabilities, claims, demands, losses, judgments, penalties, costs and expenses of every type and description, whether arising on or off the site of the Work, including, but not limited to, any fees and/or costs reasonabl y incurred by City’ s staff attorneys or outside attorneys and any fees and expenses incurred in enforcing this provision (hereafter collectively referred to as “Liabilities”), including but not limited to Liabilities arising from personal injury or death, damage to personal, real or intellectual property or the environment, contractual or other economic damages, or regulatory penalties, arising out of or in any way connected with performance Form approved by City Attorney 1-11-17 8
of or failure to perform the Work by the Contractor, any subcontractor or agent, anyone directly or indirectly employed by any of them or an yone for whose acts any of them may be liable, whether or not (i) such Liabilities are caused in part by a party indemnified hereunder , or (ii) such Liabilities are litigated, settled or reduced to judgment; provided that the foregoing indemnity does not apply to liability for damages for death or bodily injury to persons, injury to property, or other loss, damage or expense to the extent arising from (i) the sole negligence or willful misconduct of, or defects in design furnished by, City, its agents, servants, or independent contractors who are directly responsible to City, or (ii) the active negligence of City.

B. The existence or acceptance by City of any of the insurance policies or coverages described in this Agreement shall not affect or limit any of City’s rights under this Section 16, nor shall the limits of such insurance limit the liability of Contractor hereunder. The provisions of this Section 16 shall survive any expiration or termination of the Contract.

17. CONTRACTOR SHALL ASSUME RISKS

A. Until the completion and final acceptance by City of all Work under this Contract, the Work shall be under Contractor's responsible care and charge, and Contractor, at no cost to City, shall rebuild, repair, restore and make good all injuries, damages, re- erections, and repairs occasioned or rendered necessary by accidental causes of any nature, to all or any portions of the Work to the extent of Contractor’s negligence.

18. GENERAL LIABILITY OF CONTRACTOR

B. Except as otherwise herein expressly stipulated, Contractor shall perform all the Work and furnish all the labor, materials, tools, equipment, apparatus, facilities, transportation, power and light, and appliances, necessary or proper for performing and completing the Work herein required in the manner and within the time herein specified. The mention of any specific duty or liability of Contractor shall not be construed as a limitation or restriction of any general liability or duty of Contractor, and any reference to any specific duty or liability shall be construed to be solely for the purpose of explanation.

19. INSURANCE

During the entire term of the Contract, Contractor shall maintain the insurance coverage described in this Section 19.

Full compensation for all premiums that Contractor is required to pay for the insurance coverage described herein shall be included in the compensation specified for the Work performed by Contractor under this Contract. No additional compensation will be provided for Contractor’s insurance premiums. Any available insurance proceeds in excess of the specified minimum limits and coverages shall be available to the City.

Form approved by City Attorney 1-11-17 9

It is understood and agreed by the Contractor that its liability to the City shall not in any way be limited to or affected by the amount of insurance coverage required or carried by the Contractor in connection with this Contract. It is understood by the City that the Contractor shall bill standard insurance rates as part of this project.

A. M
inimum Scope & Limits of Insurance Coverage

(1) C ommercial General Liability Insurance providing coverage at least as broad as ISO CGL Form 00 01 on an occurrence basis for bodily injury, including death, of one or more persons, property damage, and personal injury, arising out of activities performed by or on behalf of Contractor and its subcontractors, products and completed operations of Contractor and its subcontractors, and premises owned, leased, or used by Contractor and its subcontractors, with limits of not less than one million dollars ($1,000,000) per occurrence. The policy shall provide contractual liability and products and completed operations coverage for the term of the policy.
(2) Automobile Liability Insurance providing coverage at least as broad as ISO Form CA 00 01 for bodily injury, including death, of one or more persons, property damage, and personal injury, with limits of not less than one million dollars ($1,000,000) per accident. The policy shall provide coverage for owned, non- owned, and/or hired autos as appropriate to the operations of the Contractor.

N
o automobile liability insurance shall be required if Contractor completes the following certification:

“I certify that a motor vehicle will not be used in the performance of any work or services under this agreement.” ________ (Contractor initials)

(3) E xcess Insurance: The minimum limits of insurance required above may be satisfied by a combination of primary and umbrella or excess insurance coverage; provided that any umbrella or excess insurance shall contain, or be endorsed to contain, a provision that it shall apply on a primary basis for the benefit of the CITY, and any insurance or self- insurance maintained by CITY, its officials, employees, or volunteers shall be in excess of such umbrella or excess coverage and shall not contribute with it.

(4) W
orkers’ Compensation Insurance with statutory limits, and Employers’ Liability Insurance with limits of not less than one million Form approved by City Attorney 1-11-17 10
dollars ($1,000,000). The Workers’ Compensation policy shall include a waiver of subrogation in favor of the City.

No Workers’ Compensation insurance shall be required if Contractor completes the following certification:

“I certify that my business has no employees, and that I do not employ anyone. I am exempt from the legal requirements to provide Workers' Compensation insurance.” _________
(Contractor initials)

B. A
dditional Insured Coverage

(1) C
ommercial General Liability Insurance: The City, its officials, employees, and volunteers shall be covered by policy terms or endorsement as additional insureds as respects general liability arising out of: activities performed by or on behalf of Contractor and its subcontractors; products and completed operations of Contractor and its subcontractors; and premises owned, leased, or used by Contractor and its subcontractors.

(2) A
utomobile Liability Insurance: The City, its officials, employees, and volunteers shall be covered by policy terms or endorsement as additional insureds as respects auto liability.

C. O
ther Insurance Provisions

The policies are to contain, or be endorsed to contain, the following provisions:

(1) Contractor’s insurance coverage, including excess insurance, shall be primary insurance as respects City, its officials, employees, and volunteers. Any insurance or self -insurance maintained by City, its officials, employees, or volunteers shall be in excess of Contractor’s insurance and shall not contribute with it.

(2) Any failure to comply with reporting provisions of the policies shall not affect coverage provided to City, its officials, employees, or volunteers.

(3) Coverage shall state that Contractor’s insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer’s liability.

(4) City will be provided with thirty (30) days written notice of cancellation or material change in the policy language or terms.

D. A
ccep tability of Insurance

Form approved by City Attorney 1-11-17 11
Insurance shall be placed with insurers with a Bests’ rating of not less than A minus VII.

E. V erification of Coverage

(1) Contractor shall furnish City with certificates and required endorsements evidencing the insurance required. Certificates of insurance shall be signed by an authorized representative of the insurance carrier.

(2) For all insurance policy renewals during the term of this Contract, Contractor shall send insurance certificates reflecting the po licy renewals directly to:

City of Sacramento
c/o EXIGIS LLC
P.O. Box 947
Murrieta, CA 92564

Insurance certificates also may be faxed to (888) 355-3599, or e-mailed to:
[email protected]

(3) The City may withdraw its offer of contract or cancel this Contract if the certificates of insurance and endorsements required have not been provided prior to execution of this Contract. The City may withhold payments to Contractor or cancel the Contract if the insurance is canceled or Contractor otherwise ceases to be insured as required herein.

F. S
ubcontractors

Contractor shall require and verify that all subcontractors maintain insurance coverage that meets the minimum scope and limits of insurance coverage specified in subsection A, above.

20. FAILURE TO MAINTAIN BONDS OR INSURANCE

A. If, at any time during the performance of this Contract, Contractor fails to maintain any item of the bonds and/or insurance required under the Contract in full force and effect, Contractor shall immediately suspend all work under the Contract and notify City in writing of such failure. After such notice is provided, or if City discovers such failure and notifies Contractor, the City thereafter may withhold all Contract payments due or that become due until notice is received by City that such bonds and/or insurance have been restored in full force and effect and that the premiums therefor have been paid for a period satisfactory to the Division of Risk Management. Contractor shall not resume work until notified by City to do Form approved by City Attorney 1-11-17 12
so, and the City shall have no responsibility or liability for any costs incurred by Contractor as a result of such suspension of Work.

B. In addition to the foregoing, any failure to maintain any item of the required bonds and/or insurance at any time during the performance of this Contract will be sufficient cause for termination of the Contract by City.

C. Waiver of Claims for Consequential Damages

The Contractor and Owner waive Claims against each other for the following categories of damages arising out of or relating to this Contract. This mutual waiver includes:

(1) D amages incurred by the Owner for rental expenses, for losses of use, income, profit, financing, business, and reputation, and for loss of management or employee productivity or of the services of such persons, and any other damages that are indirect or consequential in nature; and

(2) Damages incurred by the Contractor for principal office expenses including the compensation of personnel stationed there, for losses of financing, business, and reputation, and for loss of profit, except anticipated profit arising directly from the Work, and any other damages that are indirect or consequential in nature.

This mutual waiver is also applicable, without limitation, to all indirect and consequential damages due to either party’s termination.

21. EXCUSABLE DELAYS

For the purpose of these Contract Documents, the term "Excusable Delay" shall mean, and is limited to, delay caused directly by : acts of God; acts of a public enemy; fires; inclement weather as determined by the Engineer; riots; insurrections; epidemics; quarantine restrictions; strikes; lockouts; sit- downs; acts of a governmental agency; priorities or privileges established for the manufacture, assemble, or allotment of materials necessary in the Work by order, decree or otherwise of the United States or by any department, bureau, commission, committee, agent, or administrator of any legally constituted public authority; changes in the Work ordered by City insofar as they necessarily require additional time in which to complete the Work; the prevention of Contractor from commencing or prosecuting the Work because of the acts of others, excepting Contractor's subcontractors or suppliers; or the prevention of Contractor from commencing or prosecuting the Work because of a Citywide failure of public utility service.

The term "Excusable Delay" shall specifically not inc
lude: (i) any delay that could have
been avoided by the exercise of care, prudence, foresight and diligence on the part of Contractor; (ii) any delay in the prosecution of any part of the Work that does not constitute a Controlling Operation, whether or not such delay is unavoidable; (iii) any reasonable delay resulting from time required by City for review of any Contractor submittals and for the making of surveys, measurements and inspection; and, (iv) any Form approved by City Attorney 1-11-17 13
delay arising from an interruption in the prosecution of the Work on account of reasonable interference by other Contractors employed by City that does not necessarily prevent the completion of the entire Work within the time specified. Excusable Delays, if any, shall operate only to extend the Completion Date (not in excess of the per iod of such delay as determined by City) and shall not under any circumstances increase the amount City is required to pay Contractor except as otherwise provided in these Contract Documents.

22. CONTRACTOR TO SERVE NOTICE OF DELAYS

Whenever Contractor foresees any delay in the prosecution of the Work, and in any event as soon as possible (not to exceed a period of ten (10) calendar days) after the initial occurrence of any delay that Contractor regards as or may later claim to be an Excusable Delay, the Contractor shall notify the Engineer in writing of such delay and its cause, in order that the Engineer : (i) may take immediate steps to prevent if possible the occurrence or continuance of the delay ; or (ii) if this cannot be done, may determine whether the delay is to be considered excusable, how long it continues, and to what extent the prosecution and completion of the Work are delayed thereby. Said written notice shall constitute an application for an extension of time only if the notice requests such an extension and sets forth the Contractor's estimate of the additional time required together with a full description of the cause of the delay relied upon.

After the completion of any part or whole of the Work, the Engineer, in estimating the amount due Contractor, will assume that any and all delays that may have occurred in its prosecution and completion were not Excusable Delays, except for such delays for which the Contractor has provided timely written notice as required herein, and that the Engineer has found to be excusable. Contractor shall not be entitled to claim Excusable Delay for any delay for which the Contractor failed to provide such timely written notice.

23. EXTENSION OF TIME

If the Contractor complies with Section 22, above, and the Engineer finds a delay claimed by the Contractor to be an Excusable Delay, the Contractor shall be allowed an extension of time to complete the Work that is proportional to the period of Excusable Delay determined by the Engineer, subject to the approval by City of a change order granting such time extension. During a duly authorized extension for an Excusable Delay, City shall not charge liquidated damages against the Contractor for such delay.

If the City extends the time to complete the Work as provided herein, such extension shall in no way release any warranty or guarantee given by Contractor pursuant to the provisions of the Contract Documents, nor shall such extension of time relieve or release the sureties of the Bonds provided pursuant to the Contract Documents. By executing such Bonds, the Sureties shall be deemed to have expressly agreed to any such extension of time. The granting of any extension of time as provided herein shall in no way operate as a waiver on the part of City of its rights under this Contract, excepting only extension of the Completion Date for such period of Excusable Delay as may be determined by the Engineer and approved by a duly authorized change order.

24. NO PAYMENT FOR DELAYS
Form approved by City Attorney 1-11-17 14

No damages or compensation of any kind shall be paid to Contractor or any subcontractor because of delays in the progress of the Work whether or not such delays qualify for extension of time under this Agreement; except that this provision shall not preclude the recovery of damages for a delay caused by the City that is unreasonable under the circumstances and that is not within the contemplation of the parties, provided that the Contractor timely submits all such written notice(s) and fully compli es with such other procedures as may be specified in the Contract Documents or any Laws or Regulations for Contractor to claim damages for such delay.

25. CHANGES IN THE WORK

Changes in the Work authorized or directed in accordance with the Contract Documents and extensions of time of completion made necessary by reason thereof shall not in any way release any warranty or guarantee given by Contractor pursuant to the provisions of the Contract Documents, nor shall such changes in the Work relieve or release the Sureties on Bonds provided pursuant to the Contract Documents. By executing such Bonds, the Sureties shall be deemed to have expressly agreed to any such change in Work and to any extension of time made by reason thereof.

26. TERMINATION AFTER COMPLETION DATE

In addition to any other rights City may have, if any services or work required under the Contract (including but not limited to punch list items) are not completed as of the Completion Date (as adjusted by any extensions of time for Excusable Delays granted pursuant to the Contract Documents), City may terminate the Contract at any time after the Completion Date ( as adjusted by any extensions of time for Excusable Delays granted pursuant to the Contract Documents ), by providing a wri tten notice to Contractor specifying the date of termination. Such notice also may specify conditions or requirements that Contractor must meet to avoid termination of the Contract on such date. If Contractor fails to fulfill all such conditions and requirements by such termination date, or, if no such conditions or requirements are specified, Contractor shall cease rendering services and performing work on such termination date and shall not be entitled to receive any compensation for services rendered or work performed after such termination date. In the event of such termination, Contractor shall remain liable to City for liquidated damages incurred for any period of time prior to the termination date.

In addition to any other charges, withholdings or deductions authorized under the Contract or any Laws or Regulations, if City terminates the Contract pursuant to this section, City may withhold and deduct from any payment and/or retention funds otherwise due Contractor any sum necessary to pay the City' s cost of completing or correcting, or contracting for the completion or correction of, any services or work under the Contract that are not completed to the satisfaction of the City or that otherwise are deficient or require correction as of such termination date, including but not limited to incomplete punch list items. Such costs shall include all of the City’s direct and indirect costs incurred to complete or correct such services or work, including the City’s administrative and overhead costs. If the amount of payment(s) and/or retention funds otherwise due the Contractor are insufficient to pay such costs, City shall have the right to recover the balance of such costs from the Contractor and/or its Surety(ies).

Form approved by City Attorney 1-11-17 15

27. TERMINATION FOR CONVENIENCE

Upon written notice to the Contractor, the City may at any time, without cause and without prejudice to any other right or remedy of the City, elect to terminate the Contract for the convenience of City. In such case, the Contractor shall be paid (without duplication of any items, and after deduction and/or withholding of any amounts authorized to be deducted or withheld by the Contract Documents or any Law s or Regulations):

A. For Work executed in accordance with the Contract Documents prior to the effective date of termination and determined to be acceptable by the Engineer , including fair and reasonable sums for overhead and profit on such Work;

B. For reasonable claims, costs, losses, and damages incurred in settlement of terminated contracts with subcontractors, suppliers, and others; and

C. For reasonable expenses directly attributable to termination.

Contractor shall not be paid for any loss of anticipated profits or revenue for any Work not performed prior to termination, nor for any economic loss arising out of or resulting from such termination, except for the payments listed in this section. Contractor’s warranty under Section 14 of this Agreement shall apply, and Contractor shall remain responsible for all obligations related to such warranty, with respect to all portions of the Work performed prior to the effective date of the termination for convenience pursuant to this section. The City shall be entitled to have any or all remaining Work performed by other contractors or by any other means at any time after the effective date of a termination for convenience pursuant to this section.

28. TERMINATION FOR BREACH OF CONTRACT

If Contractor abandons the Work under this Contract, or if the Contract or any portion of the Contract is sublet or assigned without the consent of the City, or if the Engineer determines in the Engineer’s sole discretion that the conditions of the Contract in respect to the rate of progress of the Work are not being fulfilled or any part thereof is unnecessarily delayed, or if Contractor violates or breaches, or fails to execute in good faith, any of the terms or conditions of the Contract, or if Contractor refuses or fails to supply enough properly skilled labor or materials or refuses or fails to make prompt payment to subcontractors for material or labor, or if Contractor disregards any Laws or Regulations or proper instruction or orders of the Engineer, then, notwithstanding any provision to the contrary herein, the City may give Contractor and its Sureties written notification to immediately correct the situation or the Contract shall be terminated.

In the event that such notice is given, and, in the event such situation is not corrected, or arrangements for correction satisfactory to the City are not made, within ten (10) calendar days from the date of such notice or within such other period of time as may be specified by the City in the notice, the Contract shall upon the expiration of said period cease and terminate. In the event of any such termination, City may take over the Work Form approved by City Attorney 1-11-17 16
and prosecute the Work to completion, or otherwise, and the Contractor and its Sureties shall be liable to City for any cost occasioned City thereby, as hereinafter set forth.

In the event City completes the Work, or causes the Work to be completed, no payment of any kind shall be made to Contractor until the Work is complete. The cost of completing the Work, including but not limited to, extra costs of project administration and management incurred by City, both direct or indirect, shall be deducted from any sum then due, or that becomes due, to Contractor from City. If sums due to Contractor from City are less than the cost of completing the Work, Contractor and its Sureties shall pay City a sum equal to this difference on demand. In the event City completes the Work, and there is a sum remaining due to Contractor after City deducts the costs of completing the Work, then City shall pay such sum to Contractor. The Contractor and Contractor’s Sureties shall be jointly and severally liable for all obligations imposed on Contractor hereunder.

No act by City before the Work is finally accepted, including, but not limited to, exercise of other rights under the Contract, actions at law or in equity, extensions of time, payments, assessments of liquidated damages, occupation or acceptance of any part of the Work, waiver of any prior breach of the Contract or failure to take action pursuant to this section upon the happening of any prior default or breach of Contractor, shall be construed to be a waiver or esto ppel of the City’s right to act pursuant to this Section upon any subsequent event, occurrence or failure by Contractor to fulfill the terms and conditions of the Contract. The rights of City to terminate the Contract pursuant to this Section and pursuant to Sections 26 and 27 are cumulative and are in addition to all other rights of City pursuant to the Contract and at law or in equity.

29. CONTRACTOR BANKRUPT

If Contractor should commence any bankruptcy proceeding, or if Contractor is adjudged a bankrupt, or if Contractor makes any assignment for the benefit of creditors, or if a receiver is appointed on account of Contractor's insolvency, then the City may, without prejudice to any other right or remedy, terminate the Contract and complete the work by giving notice as provided in Section 28 above.

30. SURETIES’ OBLIGATIONS UPON TERMINATION

If the City terminates the Contract pursuant to Section 28 or Section 29 above:

A. T he Surety under Contractor’s performance bond shall be fully responsible for all of the Contractor’s remaining obligations of performance under the Contract as if the Surety were a party to the Contract, including without limitation Contractor’s obligations, as provided in the Contract Documents, to complete and provide a one-year warranty of the entire Work , pay liquidated damages and indemnif y, defend and hold harmless City, up to the full amount of the performance bond.

B. The Surety under Contractor’s payment bond shall be fully responsible for the performance of all of the Contractor’s remaining payment obligations for work, services, equipment, or materials performed or provided in connection with the Work or any portion thereof, up to the full amount of the payment bond.

Form approved by City Attorney 1-11-17 17

31. ACCOUNTING RECORDS OF CONTRACTOR

During performance of the Contract and for a period of three (3) years after completing the entire Work, Contractor shall maintain all accounting and financial records related to the Contract and performance of the Work in accordance with generally accepted accounting practices and shall keep and make such records available for inspection and audit by representatives of the City upon reasonable written notice.

32. USE TAX REQUIREMENTS

During the performance of this Agreement, CONTRACTOR, for itself, its assignees, and successors in interest, agrees as follows:

A. Us
e Tax Direct Payment Permit: For all leases and purchases of materials, equipment, supplies, or other tangible personal property used to perform the Agreement and shipped from outside California, the Contractor and any subcontractors leasing or purchasing such materials, equipment, supplies or other tangible personal property shall obtain a Use Tax Direct Payment Permit from the California State Board of Equalization (“SBE”) in accordance with the applicable SBE criteria and requirements.

B. S
ellers Permit: For any construction contract and any construction subcontract in the amount of $5,000,000 or more, Contractor and the subcontractor(s) shall obtain sellers permits from the SBE and shall register the jobsite as the place of business for the purpose of allocating local sales and use tax to the City. Contractor and its subcontractors shall remit the self - accrued use tax to the SBE and shall provide a copy of each remittance to the City.

C
. The above provisions shall apply in all instances unless prohibited by the funding source for the Agreement.

33. NON-DISCRIMINATION IN EMPLOYEE BENEFITS

This Agreement may be subject to the requirements of Sacramento City Code Chapter

3.54, Non -Discrimination in Employee Benefits by City Contractors. The Contract Documents include a summary of the requirements of Sacramento City Code Chapter

3.54, entitled “Requirements of the Non- Discrimination in Employee Benefits Code.” By signing this Agreement, Contractor acknowledges and represents that Contractor has read and understands these requirements and agrees to fully comply with all applicable requirements of Sacramento City Code Chapter 3.54. If requested by City, Contractor agrees to promptly provide such documents and information as may be required by City to verify Contractor’s compliance. Any violation by Contractor of Sacramento City Code Chapter 3.54 constitutes a material breach of this Agreement, Form approved by City Attorney 1-11-17 18
for which the City may terminate the Agreement and pursue all available legal and equitable remedies.

34. CONSIDERING CRIMINAL CONVICTION INFORMATION IN THE EMPLOYMENT

APPLICATION PROCESS

This Agreement may be subject to the requirements of Sacramento City Code Chapter

3.62, Procedures for Considering Criminal Conviction Information in the Employment Application Process. The Contract Documents include a summary of the requirements of Sacramento City Code Chapter 3.62, entitled “Ban- The-Box Requirements.” By signing this Agreement, Contractor acknowledges and represents that Contractor has read and understands these requirements and agrees to fully comply with all applicable requirements of Sacramento City Code Chapter 3.62. If requested by City, Contractor agrees to promptly provide such documents and information as may be required by City to verify Contractor’s compliance. Any violation by Contractor of Sacramento City Code Chapter 3.62 constitutes a material breach of this Agreement, for which the City may terminate the Agreement and pursue all available legal and equitable remedies. Contractor agrees to require its subcontractors to fully comply with all applicable requirements of Sacramento City Code Chapter 3.62 and include these requirements in all subcontracts covered by Sacramento City Code Chapter 3.62.

IN WITNESS WHEREOF, the parties hereto have signed this Agreement on the date set forth opposite their names.

1000003211
27-0853429
302009279006
1046288

EXECUTIVE SUMMARY
City of Sacramento - Fairbairn Water Treatment Plant
GMP Estimate Rev1
100% CD
Project Information
Client City of Sacramento
Project City of Sacramento - Fairbairn Water Treatment Plant Sacramento, CA 95826
GMP Estimate Rev1
100% CD
Architect Architectural NEXUS, Inc.

Estimator Chandra Iketani
Estimate Id 002
Project Duration 4 mn
Date July 29, 2022
Building Type Other
Project Costs Summary
PROJECTED CONSTRUCTION COSTS $39.68 /sf $1,984,053
SDI Insurance 1.30% $0.52 $25,793
C
ontractors Insurance 1.35% $0.59 $29,335
Payment and Performance Bond 1.00% $0.43 $21,730
Builders Risk 0.85% $0.37 $18,470
Fee 4.50% $1.87 $93,572
TOTAL $43.46 /sf $2,172,953
Construction Area 50,000 sf
K 400 K 800 K 1.2M
01-DEMOLITION
02-SITEWORK
05-SUPERSTRUCTURE
06-EXTERIOR SKIN
07-ROOFING
11-PLUMBING/PROCESS PIPING
13-MECHANICAL
14-ELECTRICAL
15-JOBSITE MANAGEMENT
16-PROJECT REQUIREMENTS
147 K
4 K
2 K

1.0M
228 K
62 K
5 K
68 K
245 K
78 K

S Y S T E M S S U M M A R Y

Page 1 of 5 ends

SYSTEMS SUMMARY
Code Description Cost / sf Total
01 01-DEMOLITION $2.93 $146,502
02 02-SITEWORK $0.09 $4,382
05 05-SUPERSTRUCTURE $0.04 $2,167
06 06-EXTERIOR SKIN $20.34 $1,017,036
07 07-ROOFING $4.55 $227,511
11 11-PLUMBING/PROCESS PIPING $1.24 $61,893
13 13-MECHANICAL $0.10 $4,882
14 14-ELECTRICAL $1.35 $67,566
15 15-JOBSITE MANAGEMENT $4.90 $245,050
16 16-PROJECT REQUIREMENTS $1.56 $77,875
TOTAL $37.10 $ 1,854,865
Material Escalation 2.00% $0.73 $36,445
Construction Contingency 5.00% $1.85 $92,743
PROJECTED CONSTRUCTION COSTS $39.68 1,984,053$
SDI Insurance 1 .30% $0.52 $25,793
Contractors Insurance 1.35% $0.59 $29,335
Payment and Performance Bond 1.00% $0.43 $21,730
Builders Risk 0.85% $0.37 $18,470
Fee 4.50% $1.87 $93,572
TOTAL $43.46 2,172,953$
Date: July 29, 2022
Construction Area: 50,000 sf
Estimate No.: 002
Sacramento, CA 95826
City of Sacramento - Fairbairn Water
100% CD
GMP Estimate Rev1
City of Sacramento - Fairbairn Water Treatment Plant

Page 2 of 5 ends

DETAILED BACKUP
GROUP

DESCRIPTION COMMENTS QUANTITY UNIT UNIT COST TOTAL
01-DEMOLITION
Hazardous Materials Testing As required, if mold is ideni fied. 1 ls $3,500.00 $3,500 Hazardous Materials Abatement by Owner 1 ls $0.00 $0 Demo of Cement Plaster and Sheathing DPR SPW (Lump Sum) 1,200 sf $56.49 $67,784 Demo of Roofing and Trim at Canopies DPR SPW (Lump Sum) 455 sf $29.25 $13,311 Demo of Coping Cap DPR SPW (Lump Sum) 950 sf $19.85 $18,854 Demo of Existing Scupper DPR SPW (Lump Sum) 10 ea $518.30 $5,183 Removal and Salvage of Existing Wall
Mounted Signage
DPR SPW (Lump Sum) 9 ea $191.00 $1,719 Demo Existing Roof Drain DPR SPW (Lump Sum) 10 ls $1,457.00 $14,570 Provide Debris Box and Scrap Material Debris box for demo scope only.

Provide Debris Box and Scape
Material
1 ea $21,581.00 $21,581
Subtotal: 01-DEMOLITION $146,502
02-SITEWORK
Trim Existing Landscape for Metal Panel
I
nstall
1 ls $4,382.40 $4,382
Subtotal: 02-SITEWORK $4,382
05-SUPERSTRUCTURE
Wood Nailer at Canopies Drip Edge Per Detail D1/A501 1 ls $2,166.56 $2,167 Subtotal: 05-SUPERSTRUCTURE $2,167
06-EXTERIOR SKIN
Exterior Wall Sheathing 1 ,200 sf $28.58 $34,298 Existing Reveal Repair; Fill with Rigid
Insulation
Per Detail E2/A501 1 ls $7,416.40 $7,416 Existing Reveal Repair; Transition
Membrane for Expansion Joint
Per Detail E2/A501 1 ls $5,916.40 $5,916 Metal Wall and Soffit Panels Kodiak Roofing (Lump Sum) 1 ls $877,700.00 $877,700 Add 3rd Coat Finish - ALLOWANCE 1 ls $43,200.00 $43,200 Repair Existing Control Joints at Demo
Plaster Locations - ALLOWANCE
1 ls $10,000.00 $10,000
Preformed Metal Paneling Escalation -
Material
1 ls $7,075.00 $7,075
Preformed Metal Paneling Escalation - Labor 1 ls $23,994.00 $23,994 Exterior Sealants 1 ls $5,882.40 $5,882 Install Salvaged Exterior Signage 1 ls $1,552.96 $1,553 Subtotal: 06-EXTERIOR SKIN $1,017,036
07-ROOFING
Roof Repair, Mechanically Fastened Kodiak Roofing (Lump S um) 1 ls $202,134.00 $202,134
Weather Protection 1 ls $5,382.40 $5,382 PVC Roofing Escalation - Material 1 ls $1,530.00 $1,530 Break Metal at Fixed Window and Glass
Block
ACCO (Lump Sum); Per Detail
A2/A501 and B2/A501
1 ls $7,100.00 $7,100
Additional Mobilization; Phased Schedule ACCO (Lump Sum) 4 ea $500.00 $2,000 Clean, Prep and Protect Roofing to Receive
New Finish
80 mh $117.06 $9,365
Subtotal: 07-ROOFING $227,511
Date: July 29, 2022
Construction Area: 50,000 sf
Estimate No.: 002
Sacramento, CA 95826
City of Sacramento - Fairbairn Water
100% CD
GMP Estimate Rev1
City of Sacramento - Fairbairn Water Treatment Plant

Page 3 of 5 ends

DETAILED BACKUP
GROUP

DESCRIPTION COMMENTS QUANTITY UNIT UNIT COST TOTAL
Date: July 29, 2022
Construction Area: 50,000 sf
Estimate No.: 002
Sacramento, CA 95826
City of Sacramento - Fairbairn Water
100% CD
GMP Estimate Rev1
City of Sacramento - Fairbairn Water Treatment Plant
11-PLUMBING/PROCESS PIPING
Removal, Storage, and Reinstall of Existing
P
lumbing Items
1 ls $8,764.80 $8,765
New Roof Drain with Sump Pan ACCO (Lump Sum) 10 ea $3,200.00 $32,000 Clean Drain Leaders 10 ea $976.48 $9,765 Extend Plumbing Pipes at Metal Wall Panel
Locations
1 ls $3,363.40 $3,363
Repair Drain Leaders - ALLOWANCE 1 ls $8,000.40 $8,000 Subtotal: 11-PLUMBING/PROCESS PIPING $61,893
13-MECHANICAL
Removal, Storage, and Reinstall of Existing
M
echanical Items
1 ls $4,882.40 $4,882
Subtotal: 13-MECHANICAL $4,882
14-ELECTRICAL
Removal, Storage, and Reinstall of Existing
E
lectrical Items
EIG (Lump Sum) 1 ls $63,362.00 $63,362 Removal and Reinstall of Existing Fire Alarm
Panel
EIG (Lump Sum) 1 ea $4,203.68 $4,204
Subtotal: 14-ELECTRICAL $67,566
15-JOBSITE MANAGEMENT
Project Manager 9
6 mh $278.74 $26,759
Project Superintendent 812 mh $155.61 $126,354 Senior Project Engineer 428 mh $102.06 $43,680 Field Office Coordinator 128 mh $95.60 $12,236 Project Accountant 160 mh $105.53 $16,884
Textura 1 ls $1,300.00 $1,300
Job Trailer 5 mo $400.00 $1,800
Jobsite Set-up 1 ls $2,600.00 $2,600
Jobsite Furniture 5 mo $300.00 $1,350
Copy Machine (Desk Top) 5 mo $200.00 $900 Truck Rental, Large 5 mo $925.00 $4,163 Fuel-Trucks/Cars 5 mo $600.00 $2,700
Drinking Water 5 mo $100.00 $450
Janitorial Service 5 mo $250.00 $1,125 Blueprinting 1 ls $500.00 $500
Jobsite Office Power 5 mo $500.00 $2,250 Subtotal: 15-JOBSITE MANAGEMENT $245,050
16-PROJECT REQUIREMENTS
Project Start Up Kit Includes: Small Tools, Project
S
ignage, Fire Protection, Spill Kit,
Etc.
1 ls $3,100.00 $3,100
Stair Tower Roof Access 2 mo $4,800.00 $9,600 Safety Manager 38 mh $145.61 $5,533
Jobsite Safety 1 ls $1,500.00 $1,500
Safety Rails - Wood 500 lf $14.97 $7,486
Final Clean-up 1 ls $1,500.00 $1,500

Page 4 of 5 ends

DETAILED BACKUP
GROUP

DESCRIPTION COMMENTS QUANTITY UNIT UNIT COST TOTAL
Date: July 29, 2022
Construction Area: 50,000 sf
Estimate No.: 002
Sacramento, CA 95826
City of Sacramento - Fairbairn Water
100% CD
GMP Estimate Rev1
City of Sacramento - Fairbairn Water Treatment Plant
Debris Boxes 6 ea $1,200.00 $7,200
Tree Protection 4 ea $200.00 $800
Temp. Electrical Set-up (Ext.) 1 ls $2,000.00 $2,000 Temp. Water - Set-up (Existng) 1 ls $500.00 $500 Construction Water Costs 5 mo $200.00 $900 Temporary Toilets and Handwash Stations 5 mo $500.00 $2,250 Winter Protection/Maintenance 6 wk $1,000.00 $6,000 Jobsite Safety and Interm Clean-Up Laborer @ $97.06/hr 304 mh $97.06 $29,506 Subtotal: 16-PROJECT REQUIREMENTS $77,875
GROUP SUBTOTAL $1,854,865
Material Escalation 0 .00% $0.73 $36,445
Construction Contingency 5.00% $1.85 $92,743
PROJECTED CONSTRUCTION COSTS $39.68 $1,984,053
SDI Insurance 1 .30% $0.52 $25,793
Contractors Insurance 1.35% $0.59 $29,335
Payment and Performance Bond 1.00% $0.43 $21,730
Builders Risk 0.85% $0.37 $18,470
Fee 4.50% $1.87 $93,572
TOTAL $43.46 $2,172,953

Page 5 of 5 ends

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

TABLE OF CONTENTS 000000 - 1

TABLE OF CONTENTS

DIVISION 01 -- GENERAL REQUIREMENTS
011000 Summary
012600 Contract Modification Procedures/EZ-PCO
012900 Payment Procedures
013100 Project Management and Coordination
013200 Construction Progress Documentation
013233 Photographic Documentation
013300 Submittal Procedures
014000 Quality Requirements
014200 References
015000 Temporary Facilities and Controls
016000 Product Requirements
017300 Execution
017419 Construction Waste Management and Disposal
017700 Closeout Procedures
017823 Operation and Maintenance Data
017839 Project Record Documents
017900 Demonstration and Training

END OF SECTION
CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21 SUMMARY 011000 - 1
SECTION 011000 - SUMMARY
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY
A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Access to site.

4. Coordination with occupants.

5. Work restrictions.

6. Specification and Drawing conventions.

7. Miscellaneous provisions.

B. Related Requirements:

1. Section 015000 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.

1.3 PROJECT INFORMATION
A. Project Identification: City of Sacramento Fairbairn Water Treatment Plant Lab Building Exterior Improvements.

1. Project Location: 7501 College Town Drive, Sacramento, CA.

B. Owner: City of Sacramento, 915 I St. Sacramento, CA 95814.

1. Owner's Representative: Mark C. Brown, P.E ., Supervising Engineer, ( 916) 808- 7118; [email protected].

C. Architect: Architectural N EXUS, Inc ., Jeff Davis, (801) 924-5000; [email protected]
D. Architect's Consultants: Architect has retained the following design professionals who have prepared designated portions of the Contract Documents:

1. Structural Engineer: KPFF; Tim Mathewson, (916) 772-7688; [email protected].

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21 SUMMARY 011000 - 2
E. Web-Based Project Software: Project software administered by Contractor will be used for purposes of managing communication and documents during the construction stage.

1. See Section 013100 "Project Management and Coordination." for requirements for using web-based Project software.

1.4 WORK COVERED BY CONTRACT DOCUMENTS
A. The Work of Project is defined by the Contract Documents and consists of the following:

Exterior improvements to building and roof façade, including removal and replace- ment of roof drains & scuppers, cleaning out of drain leaders, investigating leaders for damage related to corrosion. Removal and replacement of coping cap, providing concealed cleat, providing sufficient overlap at splice joints, and positive drainage.

Improve slope using tapered rigid insulation and replace canopy roofs with single-ply system. Fill all horizontal reveals per drawings, seal watertight, investigate for water damage, corrosion or mold and repair. Add metal panel system with drainage plane against existing cement plaster. Add metal panel system with drainage plan against repaired exterior wall sections. Remove and repair damaged cement plaster and sheathing. Clean existing cement plaster system in according to air/water barrier manufacturer requirements. Repair existing sealant joints with compatible materials at locations where new weather barrier membranes or new flashing penetrate joints. Provide weeps as appropriate, and waterproof exterior finish system. Provide metal closures at existing window and door recessed openings. Extend out existing wall-mounted fixtures, signs, cameras, hose bibs, electrical outlets, etc. Contractor to notify roofing manufacturer of work to be performed to maintain existing warranty.

Other Work indicated in the Contract Documents.

B. Type of Contract:

1. Project will be constructed under a single prime contract.

1.5 ACCESS TO SITE
A. General: Contractor shall have limited use of Project site for construction operations as indicated on Drawings by the Contract limits and as indicated by requirements of this Section.

B. Use of Site: Limit use of Project site to w ork in areas indicated or previously agreed upon. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits: Confine construction operations to immediate building area and adjacent parking lot.

2. Driveways, Walkways and Entrances: Keep driveways , loading areas , and entrances serving premises clear and avail able to Owner, Owner's employees, CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21 SUMMARY 011000 - 3
and emergency vehicles at all times. Do not use these areas for parking or for storage of materials.
a. Schedule deliveries to minimize use of driveways and entrances by construction operations.
b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

C. Condition of Existing Building: Maintain portions of existing building affected by construction operations in a weathertight condition throughout construction period.

Repair damage caused by construction operations.

D. Condition of Existing Grounds: Maintain portions of existing grounds, landscaping, and hardscaping affected by construction operations throughout construction period. Repair damage caused by construction operations.

1.6 COORDINATION WITH OCCUPANTS
A. Full Owner Occupancy: Owner will occupy site and adjacent buildings during entire construction period. Cooperate with Owner during construction operations to minimize conflicts and facilit ate Owner usage. Perform the Work so as not to interfere with Owner's day-to-day operations. Maintain existing exits unless otherwise indicated.

1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and approval of authorities having jurisdiction.

2. Notify Owner not less than 72 hours in advance of activities that will affect Owner's operations.

1.7 WORK RESTRICTIONS
A. Work Restrictions, General: Comply with restrictions on construction operations.

1. Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction.

B. On-Site Work Hours: Limit work in the existing building to normal business working hours of 7:00 a.m. to 5:00 p.m., Monday through Friday, unless otherwise indicated.

1. Weekend Hours: Provide minimum one (1) week advance notice to City for approval of weekend work.

2. Early Morning Hours: Provide minimum of 72 hours notice for any work required prior to hours listed in #1, above.

3. Hours for Utility Shutdowns: To be specifically coordinated with Owner, if required.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21 SUMMARY 011000 - 4
C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated:

1. Notify Owner not less than seven days in advance of proposed utility interruptions.

2. Obtain Owner's written permission before proceeding with utility interruptions.

D. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner occupancy with Owner.

1. Notify Owner not less than two days in advance of proposed disruptive operations.

2. Obtain Owner's written permission before proceeding with disruptive operations.

E. Restricted Substances: Use of tobacco products and other controlled substances on Project site is not permitted.

F. Employee Identification: Owner will provide identification tags for Contractor personnel working on Project site. Require personnel to use identification tags at all times.

G. Employee Screening: Comply with Owner's requirements for background screening of Contractor personnel working on Project site.

1. Maintain list of approved screened personnel with Owner's representative.

1.8 SPECIFICATION AND DRAWING CONVENTIONS
A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:

1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.

B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.

C. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:

1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.

2. Abbreviations: Materials and products are identified by abbreviations published as part of the U.S. National CAD Standard and scheduled on Drawings.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21 SUMMARY 011000 - 5

3. Keynoting: Materials and products are identified by reference keynotes referencing Specification Section numbers found in this Project Manual.

1.9 MISCELLANEOUS PROVISIONS
A. Coordinate with City regarding partial use of the Lab Building parking lot as a location for storage of materials.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 011000
CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

CONTRACT MODIFICATION PROCEDURES 012600 - 1
SECTION 012600 - CONTRACT MODIFICATION PROCEDURES
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY
A. Section includes administrative and procedural requirements for handling and processing Contract modifications.

1.3 MINOR CHANGES IN THE WORK
A. Owner will issue through City Construction Management Staff supplemental instructions authorizing minor changes in the Work, not involving adjustment to the Contract Sum or the Contract Time,

1.4 PROPOSAL REQUESTS
A. Owner-Initiated Proposal Requests: City Construction Management Staff will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications.

1. Work Change Proposal Requests issued by City Construction Management Staff are not instructions either to stop work in progress or to execute the proposed change.

2. Within time specified in Proposal Request after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change.
a. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.
b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.
c. Include costs of labor and supervision directly attributable to the change. d. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

CONTRACT MODIFICATION PROCEDURES 012600 - 2
e. Quotation Form: Use EZ-PCO form provided by Owner. Sample copies are included in this section.

B. Contractor-Initiated Proposals: If latent or changed conditions require modifications to the Contract, Contractor may initiate a claim by submitting a request for a change to City Construction Management Staff.

1. Include a statement outlining reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and the Contract Time.

2. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.

3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

4. Include costs of labor and supervision directly attributable to the change.

5. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

6. Proposal Request Form: Use EZ-PCO form provided by Owner . Sample copy is included in this section.

1.5 ADMINISTRATIVE CHANGE ORDERS
A. Allowance Adjustment: See Section 012100 "Allowances" for administrative procedures for preparation of Change Order Proposal for adjusting the Contract Sum to reflect actual costs of allowances.

1.6 CHANGE ORDER PROCEDURES
A. On Owner's approval of a Work Change Proposal Request, City Construction Management Staff will issue a Change Order for signatures of Owner and Contractor.

1.7 CONSTRUCTION CHANGE DIRECTIVE
A. Construction Change Directive: City Construction Management Staff may is sue a Construction Change Directive on form included in Project Manual. Constructi on Change Directive instructs Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.

1. Construction Change Directive contains a complete description of change in the Work. It also designates method to be followed to determine change in the Contract Sum or the Contract Time.

B. Documentation: Maintain detailed records on a time and material basis of work required by the Construction Change Directive.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

CONTRACT MODIFICATION PROCEDURES 012600 - 3

1. After completion of change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 012600
CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

PAYMENT PROCEDURES 012900 - 1

SECTION 012900 - PAYMENT PROCEDURES
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY
A. Section includes administrative and procedural requirements necessary to prepare and process Applications for Payment.

B. Related Requirements:

1. Section 012600 " Contract Modification Procedures" for administrative procedures for handling changes to the Contract.

2. Section 013200 " Construction Progress Documentation" for administrative requirements governing the preparation and submittal of the Contractor's construction schedule.

1.3 DEFINITIONS
A. Schedule of Values: A statement furnished by Contractor allocating portions of the Contract Sum to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment.

1.4 SCHEDULE OF VALUES

Type Schedule o n form contained i n the Contract Documents. Contractor's stand- ard forms and automated printout will be considered for approval upon request.

A. Coordination: Coordinate preparation of the schedule of values with preparation of Contractor's construction schedule.

1. Coordinate line items in the schedule of values with items required to be indicated as separate activities in Contractor's construction schedule.

2. Submit the schedule of values to City’s Construction Manager at earliest possible date, but no later than 7 days before the date scheduled for submittal of initial Applications for Payment.

3. Sub-schedules for Separate Elements of Work: Where the Contractor's construction schedule defines separate elements of the Work , provide subschedules showing values coordinated with each element.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

PAYMENT PROCEDURES 012900 - 2

4. Sub-schedules for Separate Design Contracts: Where the Owner has retained design professionals under separate contracts who will each provide certification of payment requests, provide subschedules showing values coordinated with the scope of each design ser vices contract, as described in Section 011000 "Summary."
B. Format and Content: Use Project Manual table of contents as a guide to establish line items for the schedule of values. Provide at least one line item for each Specification Section.

1. Identification: Include the following Project identification on the schedule of values:
a. Project name and location.
b. City's Project number.
c. Contractor's name, address and phone number.
d. Date of submittal.

2. Arrange schedule of values consistent with format of City provided Schedule of Values form.

3. Provi de a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Provide multiple line items for principal subcontract amounts in excess of five percent of the Contract Sum.

4. Provide a separate line item in the schedule of values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed. Do not “front load” Sche dule of Values beyond what is acceptable for the mobilization and start to the project. a. Differentiate between items stored on-site and items stored off-site.

5. Overhead Costs: Show cost of temporary facilities and other major cost items that are not direct cost of actual work-in-place as separate line items.

6. Closeout Costs. Include separate line items under Contractor and principal subcontracts for Project closeout requirements in an amount totaling equal or greater than five percent of the Contract Sum and subcontract amount.

7. Schedule of Values Revisions: Revise the schedule of values when Change Orders or Construction Change Directives result in a change in the Contract Sum. Include at least one separate line item for each Change Order and Construction Change Directive.

1.5 APPLICATIONS FOR PAYMENT
A. Each Application for Payment following the initial Application for Payment shall be consistent with previous applications and payments as certified by City’s Project Manager and Construction Manager and paid for by Owner.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

PAYMENT PROCEDURES 012900 - 3

B. Payment Application Times: The date for each progress payment is indicated in the Agreement between Owner and Contractor. The period of construction work covered by each Application for Payment is the period indicated in the Agreement.

1. Submit draft copy of Application for Payment ten days prior to due date for review by City Labor Compliance, Inspector, Project & Construction Manager.

C. Application for Payment Forms: Use City provided form for Applications for Payment.

D. Application Preparation: Complete every entry on form. Execute by a person authorized to sign legal documents on behalf of Contractor. City will return incomplete applications without action.

1. Entries shall match data on the schedule of values and Contractor's construction schedule. Use updated schedules if revisions were made.

2. Include amounts for work completed following previous Application for Payment, whether or not payment has been received. Include only amounts for work completed at time of Application for Payment.

3. Include amounts of Change Orders and Construction Change Directives issued before last day of construction period covered by application.

4. Indicate separate amounts for work being carried out under Owner -requested project acceleration.

E. Stored Materials: Include in Application for Payment amounts applied for materials or equipment purchased or fabricated and stored, but not yet installed. Differentiate between items stored on-site and items stored off-site.

1. Provide address of warehouse facility, certificate of insurance, evidence of transfer of title to Owner, and consent of surety to payment for stored materials.

2. Provide supporting documentation that verifies amount requested, such as paid invoices. Match amount requested with amounts indicated on documentation; do not include overhead and profit on stored materials.

3. Provide summary documentation for stored materials indicating the following:
a. Value of materials previously stored and remaining stored as of date of previous Applications for Payment.
b. Value of previously stored materials put in place after date of previous Application for Payment and on or before date of current Application for Payment.
c. Value of materials stored since date of previous Application for Payment and remaining stored as of date of current Application for Payment.

F. Transmittal: Submit one signed original cop y of each Application for Payment to Construction Manager by a method ensuring receipt. Include waivers of lien and similar attachments as required.

1. Transmit each copy with a transmittal form listing attachments and recording appropriate information about application.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

PAYMENT PROCEDURES 012900 - 4

G. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's lien from subcontractors, sub-subcontractors, and suppliers for construction period covered by the previous application.

1. Submit partial waivers on each item for amount requested in previous application, after deduction for retainage, on each item.

2. When an application shows complet ion of an item, submit conditional final or full waivers.

3. Owner reserves the right to designate which entities involved in the Work must submit waivers.

4. Submit final Application for Payment with or preceded by conditional final waivers from every entity i nvolved with performance of the Work covered by the application who is lawfully entitled to a lien.

5. Waiver Forms: Submit executed waivers of lien on forms acceptable to Owner.

H. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following:

1. List of subcontractors.

2. Schedule of values.

3. Contractor's construction schedule (preliminary if not final).

4. Products list (preliminary if not final).

5. Sustainable design action plans, including preliminary project materials cost data.

6. Schedule of unit prices.

7. Submittal schedule (preliminary if not final).

8. List of Contractor's staff assignments.

9. List of Contractor's principal consultants.

10. Copies of building permits.

11. Copies of authorizations and licenses from authorities having jurisdiction for performance of the Work.

12. Initial progress report.

13. Report of preconstruction conference.

I. Application for Payment at Substantial Completion: After City issues the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion of the Work claimed as substantially complete.

1. I nclude documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum.

2. This application shall reflect Certificate(s) of Substantial Completion issued previously for Owner occupancy of designated portions of the Work.

J. Final Payment Application: After completing Project closeout requirements, submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following:

1. Evidence of completion of Project closeout requirements.

2. Insurance certificates for products and completed operations where required and proof that taxes, fees, and similar obligations were paid.

3. Updated final statement, accounting for final changes to the Contract Sum.

4. Evidence that claims have been settled.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

PAYMENT PROCEDURES 012900 - 5

5. Final liquidated damages settlement statement.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 012900
CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

PROJECT MANAGEMENT AND COORDINATION 013100 - 1
SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY
A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

1. General coordination procedures.

2. RFIs.

3. Digital project management procedures.

4. Project meetings.

B. Each contractor shall participate in coordination requirements. Certain areas of responsibility are assigned to a specific contractor. However, General Contractor shall coordinate and be responsible for the entire project.

C. Related Requirements:

1. Section 013200 "Construction Progress Documentation" for preparing and submitting Contractor's construction schedule.

2. Section 017300 "Execution" for procedures for coordinating general installation and field-engineering services, including establishment of benchmarks and control points.

3. Section 017700 "Closeout Procedures" for coordinating closeout of the Contract.

1.3 DEFINITIONS
A. RFI: Request for Information. Request from Owner, Architect, or Contractor seeking information required by or clarifications of the Contract Documents.

1.4 INFORMATIONAL SUBMITTALS
A. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Include the following information in tabular form:

1. Name, address, telephone number, and email address of entity performing subcontract or supplying products.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

PROJECT MANAGEMENT AND COORDINATION 013100 - 2

2. Number and title of related Specification Section(s) covered by subcontract.

3. Drawing number and detail references, as appropriate, covered by subcontract.

B. Key Personnel Names: Within 5 days of starting construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities, list addresses and cellular telephone numbers and e-mail addresses. Provide names, addresses, and telephone numbers of individuals assigned as alternates in the absence of individuals assigned to Project.

1. Post copies of list in project meeting room, in temporary field office, in web-based Project software directory, and in prominent location in each built facility. Keep list current at all times.

1.5 GENERAL COORDINATION PROCEDURES
A. Coordination: Coordinate construction operations included i n different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work.

Coordinate construction operations included in different Sections that depend on each other for proper installation, connection, and operation.

1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

B. Coordination: Each contractor shall coordinate its construction operations with those of other contractors and entities to ensure efficient and orderly installation of each part of the Work. Each contractor shall coordinate its own operations with operations included in different Sections that depend on each other for proper installation, connection, and operation.

2. Coordinate installation of different components with other contractors to ensure maximum performance and accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

C. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.

1. Prepare similar memoranda for Owner and separate contractors if coordination of their Work is required.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

PROJECT MANAGEMENT AND COORDINATION 013100 - 3
D. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of Contractor's construction schedule.

2. Preparation of the schedule of values.

3. Installation and removal of temporary facilities and controls.

4. Delivery and processing of submittals.

5. Progress meetings.

6. Preinstallation conferences.

7. Project closeout activities.

1.6 REQUEST FOR INFORMATION (RFI)
A. General: Immediately on discovery of the need for addition al information, clarification, or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI in the form specified.

1. Owner will return without response those RFIs submitted to Owner by other entities controlled by Contractor.

2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors.

B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following:

1. Project name.

2. Project number.

3. Date.

4. Name of Contractor.

5. Name of Architect and Owner

6. RFI number, numbered sequentially.

7. RFI subject.

8. Specification Section number and title and related paragraphs, as appropriate.

9. Drawing number and detail references, as appropriate.

10. Field dimensions and conditions, as appropriate.

11. Contractor's suggested resolution. If Contractor's suggested resolution impacts the Contract Time or the Contract Sum, Contractor shall state impact in the RFI.

12. Contractor's signature.

13. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.
a. Include dimensions, thicknesses, structural grid references, and detail s of affected materials, assemblies, and attachments on attached sketches.

C. RFI Forms: Form bound in Project Manual or Software-generated form with substantially the same content as indicated above, acceptable to Owner.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

PROJECT MANAGEMENT AND COORDINATION 013100 - 4

1. Attachments shall be electronic files in PDF format.

D. Owner's Action: Owner will review each RFI, determine action required, and respond.

Allow five working days for Owner's response for each RFI. RFIs received by Owner after 1:00 p.m. will be considered as received the following working day.

1. The following Contractor-generated RFIs will be returned without action:
a. R equests for approval of submittals.
b. Requests for approval of substitutions.
c. Requests for approval of Contractor's means and methods. d. Requests for coordination information already indicated in the Contract Documents.
e. Requests for adjustments in the Contract Time or the Contract Sum. f. Requests for interpretation of Architect's actions on submittals. g. Incomplete RFIs or inaccurately prepared RFIs.

2. Owner's action may include a request for additional information, in which case Owner's time for resp onse will date from time of receipt by Owner of additional information.

3. Owner's action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit C hange Proposal according to Section 012600 "Contract Modification Procedures." a. If Contractor believes the RFI response warrants change in the Contract Time or the Contract Sum, notify Owner in writing within 5 days of receipt of the RFI response.

E. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number. Submit log weekly. Software log with not less than the following:

1. Project name.

2. Name and address of Contractor.

3. Name and address of Architect.

4. RFI number including RFIs that were returned without action or withdrawn.

5. RFI description.

6. Date the RFI was submitted.

7. Date Owner's response was received.

8. Identification of related Minor Change in the Work, Construction Change Directive, and Proposal Request, as appropriate.

F. On receipt of Owner's action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Owner within five days if Contractor disagrees with response.

1.7 DIGITAL PROJECT MANAGEMENT PROCEDURES
A. Use of Archite ct's Digital Data Files: Digital data files of Architect's CAD drawings will be provided by Architect for Contractor's use during construction.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

PROJECT MANAGEMENT AND COORDINATION 013100 - 5

1. Digital data files may be used by Contractor in preparing Project R ecord Drawings.

2. Architect makes no representations as to the accuracy or completeness of digital data files as they relate to Contract Drawings.

3. Digital Drawing Software Program: Contract Drawings are available in AutoCAD 2015, Windows version.

4. Contractor shall execute a data licensing agreement in the form of Agreement included in Project Manual.
a. Subcontractors, and other parties granted access by Contractor to Architect's digital data files shall execute a data licensing agreement in the form of Agreement included in this Project Manual.

5. AutoCAD background drawings will be made available for Owner’s use.

6. The following digital data files will be furnished for each appropriate discipline:
a. Floor plans.

B. PDF Document Preparation: Where P DFs a re required to be submitted to Architect, prepare as follows:

1. Assemble complete submittal package into a single indexed file incorporating submittal requirements of a single Specification Section and transmittal form with links enabling navigation to each item.

2. Name file with submittal number or other unique identifier, including revision identifier.

3. Certifications: Where digitally submitted certificates and certifications are required, provide a digital signature with digital certificate on where indicated.

1.8 PROJECT MEETINGS
A. General: Schedule and conduct meetings and conferences at Project site unless otherwise indicated.

1. Attendees: Inform participants and others involved, and individuals whose presence is r equired, of date and time of each meeting. Notify Owner and Architect of scheduled meeting dates and times a minimum of 10 working days prior to meeting.

2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.

3. Minutes: Enti ty re sponsible for conducting meeting will record significant discussions and agreements achieved. Distribute the meeting minutes to everyone concerned, including Owner and Architect, within three days of the meeting.

B. Preconstruction Conference: Owner will schedule and conduct a preconstruction conference before starting construction, at a time convenient to Owner and Architect, but no later than 15 days after execution of the Agreement.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

PROJECT MANAGEMENT AND COORDINATION 013100 - 6

1. Attendees: Authorized representatives of Owner , Architect, and their consultants; Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the conference. Participants at the conference shall be familiar with Project and authoriz ed to conclude matters relating to the Work.

2. Agenda: Discuss items of significance that could affect progress, including the following:
a. Responsibilities and personnel assignments.
b. Tentative construction schedule.
c. Critical work sequencing and long lead items.
d. Designation of key personnel and their duties.
e. Lines of communications.
f. Procedures for processing field decisions and Change Orders. g. Procedures for RFIs.
h. Procedures for processing Applications for Payment.
i. Distribution of the Contract Documents.
j. Submittal procedures.
k. Preparation of Record Documents.
l. Use of the premises.
m. Work restrictions.
n. Working hours.
o. Owner's occupancy requirements.
p. Responsibility for temporary facilities and controls. q. Proce dures for moisture and mold control.
r. Procedures for disruptions and shutdowns.
s. Construction waste management and recycling.
t. Parking availability.
u. Office, work, and storage areas.
v. Equipment deliveries and priorities.
w. First aid.
x. Security.
y. Progress cleaning.

3. Minutes: Entity responsible for conducting meeting will record and distribute meeting minutes.

C. Preinstallation Conference: Will be combined with Pre-Construction Conference.

1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise Owner of scheduled meeting dates.

2. Agenda: Review progress of other construction activities and preparations for the particular activity under consideration, including requirements for the following:
a. Contract Documents.
b. Options.
c. Related RFIs.
d. Related Change Orders.
e. Purchases.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

PROJECT MANAGEMENT AND COORDINATION 013100 - 7
f. Deliveries.
g. Submittals.
h. Review of mockups.
i. Possible conflicts.
j. Compatibility requirements.
k. Time schedules.
l. Weather limitations.
m. Manufacturer's written instructions.
n. Warranty requirements.
o. Compatibility of materials.
p. Acceptability of substrates.
q. Temporary facilities and controls.
r. Space and access limitations.
s. Regulations of authorities having jurisdiction.
t. Testing and inspecting requirements.
u. Installation procedures.
v. Coordination with other work.
w. Required performance results.
x. Protection of adjacent work.
y. Protection of construction and personnel.

3. Record significant conference discussions, agreements, and disagreements, including required corrective measures and actions.

4. Reporting: Distribute minutes of the meeting to each party present and to other parties requiring information.

5. Do not proceed with installation if the conference cannot be successfully concluded. Initi ate whatever actions are necessary to resolve impediments to performance of the Work and reconvene the conference at earliest feasible date.

D. Project Closeout Conference: Schedule and conduct a project closeout conference, at a time convenient to Owner and Architect, but no later than 30 days prior to the scheduled date of Substantial Completion.

1. Conduct the conference to review requirements and responsibilities related to Project closeout.

2. Attendees: Authorized representatives of Owner, Architec t, and their consultants; Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the meeting. Participants at the meeting shall be familiar with Project and authorized to conclude matters relating to the Work.

3. Agenda: Discuss items of significance that could affect or delay Project closeout, including the following:
a. Preparation of Record Documents.
b. Procedures required prior to inspection for Substantial Completion and for final inspection for acceptance.
c. Procedures for completing and archiving web-based Project software site data files.
d. Submittal of written warranties.
e. Requirements for preparing operations and maintenance data. f. Requirements for delivery of material samples, attic stock, and spare parts. g. Requirements for demonstration and training.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

PROJECT MANAGEMENT AND COORDINATION 013100 - 8
h. Preparation of Contractor's punch list.
i. Procedures for processing Applications for Payment at Substantial Completion and for final payment.
j. Submittal procedures.
k. Coordination of separate contracts.
l. Owner's partial occupancy requirements.
m. Responsibility for removing temporary facilities and controls.

4. Minutes: Entity conducting meeting will record and distribute meeting minutes.

E. Progre ss/Coordination Meetings: Conduct progress meetings at regular intervals.

1. Attendees: In addition to representatives of Owner , and Architect, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the meeting shall be familiar with Project and authorized to conclude matters relating to the Work.

2. Agenda: Review and correct or approve minutes of previous progress meeting.

Review other items of significa nce that could affect progress. Include topics for discussion as appropriate to status of Project.
a. Contractor's Construction Schedule: Review progress since the last meeting. Determine whether each activity is on time, ahead of schedule, or behind sch edule, in relation to Contractor's construction schedule.

Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time.
1) Review schedule for next period.
b. Review present and future needs of each entity present, including the following:
1) Interface requirements.
2) Sequence of operations.
3) Status of submittals.
4) Status of sustainable design documentation.
5) Deliveries.
6) Off-site fabrication.
7) Access.
8) Site use.
9) Temporary facilities and controls.
10) Progress cleaning.
11) Quality and work standards.
12) Status of correction of deficient items.
13) Field observations.
14) Status of RFIs.
15) Status of Proposal Requests.
16) Pending changes.
17) Status of Change Orders.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

PROJECT MANAGEMENT AND COORDINATION 013100 - 9
18) Pending claims and disputes.
19) Documentation of information for payment requests.

3. Minutes: Entity responsible for conducting the meeting will record and distribute the meeting minutes to each party present and to parties requiring information. a. Schedule Updating: Revise Contractor's construction schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting.

4. Reporting: Record meeting results and distribute copies to everyone in attendance and to others affected by decisions or actions resulting from each meeting.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 013100
CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 1
SECTION 013200 - CONSTRUCTION PROGRESS DOCUMENTATION
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Sections, apply to this Section.

1.2 SUMMARY
A. Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following:

1. Startup construction schedule.

2. Contractor's Construction Schedule.

3. Daily construction reports.

4. Unusual event reports.

1.3 DEFINITIONS
A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction Project. Activities included in a construction schedule consume time and resources.

1. Critical Activity: An activity on the critical path that must start and finish on the planned early start and finish times.

2. Predecessor Activity: An activity that precedes another activity in the network.

3. Successor Activity: An activity that follows another activity in the network.

B. Critical Path: The longest connected chain of interdependent activities through the network schedule that establishes the minimum overall Project duration and contains no float.

C. Event: The starting or ending point of an activity.

D. Float: The measure of leeway in starting and completing an activity.

1. Float time is not for the exclusive use or benefit of either Owner or Contractor, but is a jointly owned, expiring Project resource available to both parties as needed to meet schedule milestones and Contract completion date.

2. Free float is the amount of time an activity can be delayed without adversely affecting the early start of the successor activity.

3. Total float is the measure of leeway in starting or completing an activity without adversely affecting the planned Project completion date.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 2
E. Resource Loading: The allocation of manpower and equipment necessary for completing an activity as scheduled.

1.4 INFORMATIONAL SUBMITTALS
A. Format for Submittals: Submit required submittals in the following format:

1. Working electronic copy of schedule file, where indicated.

2. PDF file, emailed to Owner and Architect.

B. C ontractor's Construction Schedule: Initial schedule, of size required to display entire schedule for entire construction period.

1. Submit a working digital copy of schedule, using software indicated, and labeled to comply with requirements for submittals.

C. Daily Construction Reports: Submit at monthly intervals.

D. Unusual Event Reports: Submit at time of unusual event.

1.5 QUALITY ASSURANCE
A. Scheduling Consultant Qualifications: Experienced specialist in CPM scheduling and reporting, with capability of producing CPM reports and diagrams within 24 hours of Owner's request.

1.6 COORDINATION
A. Coordinate Contractor's Construction Schedule with the schedule of values, list of subcontracts, submittal schedule, progress reports, payment requests, and other required schedules and reports.

1. Secure time commitments for performing critical elements of the Work from entities involved.

2. Coordinate each construction activity in the network with other activities and schedule them in proper sequence.

1.7 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL
A. Time Frame: Extend schedule from date established for commencement of the Work to date of Substantial Completion.

1. Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order.

B. Activities: Comply with the following:

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 3

1. Activity Duration: Define activities so no activity is longer than 20 days, unless specifically allowed by Owner.

2. Procurement Activities: Include procurement process activities for the following long lead items and major items, requiring a cycle of more than 60 days, as separate activities in schedule. Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery.

3. Submittal Review Time: Include review and resubmittal times indicated in Section 013300 "Submittal Procedures" in schedule. Coordinate submittal review times in Contractor's Construction Schedule with submittal schedule.

4. Substantial Completion: Indicate completion in advance of date established for Substantial Completion and allow time for Architect's and Owner’s administrative procedures necessary for certification of Substantial Completion.

5. Punch List and Final Completion: Include not more than 30 days for completion of punch list items and final completion.

C. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, Substantial Comple tion, and final completion:

D. Distribution: Distribute copies of approved schedule to Architect, Owner, separate contractors, testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility.

1. Post copies in Project meeting rooms and temporary field offices.

2. When revisions are made, distribute updated schedules to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion o f the Work and are no longer involved in performance of construction activities.

1.8 STARTUP CONSTRUCTION SCHEDULE
A. Gantt-Chart Schedule: Submit startup, horizontal, Gantt-chart-type construction schedule within seven days of date established for commencement of the Work.

B. Preparation: Indicate each sign ificant construction activity separately. Identify first workday of each week with a continuous vertical line. Outline significant construction activities for first 90 days of construction. Include skeleton diagram for the remainder of the Work and a cash requirement prediction based on indicated activities.

1.9 GANTT-CHART SCHEDULE REQUIREMENTS
A. Gantt-Chart Schedule: Submit a comprehensive, fully developed, horizontal, Gantt- chart-type, Contractor's Construction Schedule within 30 days of date established for commencement of the Work.

1. Base sc hedule on the startup construction schedule and additional information received since the start of Project.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 4
B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line.

1.10 REPORTS
A. Daily Construction Reports: Prepare a daily construction report recording the following information concerning events at Project site:

1. List of subcontractors at Project site.

2. List of separate contractors at Project site.

3. Approximate count of personnel at Project site.

4. Equipment at Project site.

5. Material deliveries.

6. High and low temperatures and general weather conditions, including presence of rain.

7. T esting and inspection.

8. Accidents.

9. Meetings and significant decisions.

10. Unusual events.

11. Stoppages, delays, shortages, and losses.

12. Emergency procedures.

13. Orders and requests of authorities having jurisdiction.

14. Change Orders received and implemented.

15. Construction Change Directives received and implemented.

16. Substantial Completions authorized.

B. Material Location Reports: At monthly intervals, prepare and submit a comprehensive list of materials delivered to and stored at Project site. List shall be cumulative, showing materials previously reported plus items recently delivered. Include with list a statement of progress on and delivery dates for materials or items of equipment fabricated or stored away from Project site. Indicate the following categories for stored materials:

1. Material stored prior to previous report and remaining in storage.

2. Material removed from storage and installed.

3. Material stored following previous report and remaining in storage.

C. Unusual Event Reports: When an event of an unusual and significant nature occurs at Project site, whether or not related directly to the Work, prepare and submit a special report. List chain of events, persons participating, responses by Contractor's personnel, evaluation of results or effects, and similar pert inent information. Advise Owner in advance when these events are known or predictable.

1. Submit unusual event reports directly to Owner within one day(s) of an occurrence. Distribute copies of report to parties affected by the occurrence.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 5
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 013200
CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

PHOTOGRAPHIC DOCUMENTATION 013233 - 1
SECTION 013233 - PHOTOGRAPHIC DOCUMENTATION
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY
A. Section includes administrative and procedural requirements for the following:

1. Preconstruction photographs.

2. Periodic construction photographs.

3. Final completion construction photographs.

B. Related Requirements:

1. Section 017700 "Closeout Procedures" for submitting photographic documentation as Project Record Documents at Project closeout.

2. Section 024119 "Selective Demolition" for photographic documentation before selective demolition operations commence.

1.3 INFORMATIONAL SUBMITTALS
A. Digital Photographs: Submit image files within five days of taking photographs.

1. Submit photos via e-mail or by uploading to web-based file transfer system.

1.4 QUALITY ASSURANCE
A. Photographer Qualifications: A Superintendent or Project Manager who has been regularly engaged photographing construction projects for not less than three years.

1.5 FORMATS AND MEDIA
A. Digital Photographs: Provide color images in JPG format, produced by a digital camera or Smart Phone with minimum sensor size of 12 megapixels, and at an image resolution of not less than 3200 by 2400 pixels, and with vibration-reduction technology. Use flash in low light levels or backlit conditions.

B. Digital Images: Submit digital media as originally recorded in the digital camera, without alteration, manipulation, editing, or modifications using image-editing software.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

PHOTOGRAPHIC DOCUMENTATION 013233 - 2

1.6 CONSTRUCTION PHOTOGRAPHS
A. Time-Lapse Sequence Construction Photographs: Take 15-20 photographs as indicated, to show status of construction and progress since last photographs were taken.

1. Frequency: Take photographs weekly, on the same day each week B. Final Completion Construction Photographs: Take 25 photographs after date of Substantial Completion for submission as Project Record Documents.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 013233
CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

SUBMITTAL PROCEDURES 013300 - 1
SECTION 013300 - SUBMITTAL PROCEDURES
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY
A. Section Includes:

1. Submittal schedule requirements.

2. Administrative and procedural requirements for submittals.

B. Related Requirements:

1. Section 012900 "Payment Procedures" for submitting Applications for Payment and the schedule of values.

2. Section 013100 "Project Management and Coordination" for submitting coordination drawings and subcontract list and for requirements for web-based Project software.

3. Section 013200 "Construction Progress Documentation" for submitting schedules and reports, including Contractor's construction schedule.

4. Section 013233 "Photographic Documentation" for submitting preconstruction photographs, periodic construction photographs, and final completion construction photographs.

5. Section 014000 "Quality Requirements" for submitting test and inspection reports, and schedule of tests and inspections.

6. Section 017700 "Closeout Procedures" for submitting closeout submittals and maintenance material submittals.

7. Section 017823 "Operation and Maintenance Data" for submitting operation and maintenance manuals.

8. Section 017839 "Project Record Documents" for submitting record Drawings, record Specifications, and record Product Data.

1.3 DEFINITIONS
A. Action Submittals: Written and graphic information and physical samples that require Owner's responsive action. Action submittals are those submittals indicated in individual Specification Sections as "action submittals." B. Informational Submittals: Written and graphic information and physical samples that do not require Owner’s responsive action. Submittals may be rejected for not complying CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

SUBMITTAL PROCEDURES 013300 - 2
with requirements. Informational submittals are those submittals indicated in individual Specification Sections as "informational submittals."

1.4 SUBMITTAL FORMATS
A. Submittal Information: Include the following information in each submittal:

1. Project name.

2. Date.

3. Name of Architect.

4. Name of Construction Manager.

5. Name of Contractor.

6. Name of firm or entity that prepared submittal.

7. Names of subcontractor, manufacturer, and supplier.

8. Unique submittal number, including revision identifier. Include Specification Section number with sequential alphanumeric identifier; and alphanumeric suffix for resubmittals.

9. Category and type of submittal.

10. Submittal purpose and description.

11. Number and title of Specification Section, with paragraph number and generic name for each of multiple items.

12. Drawing number and detail references, as appropriate.

13. Location(s) where product is to be installed, as appropriate.

14. Other necessary identification.

15. Remarks.

16. Signature of transmitter.

B. Options: Identify options requiring selection by Owner.

C. Deviations and Additional Information: On each submittal, clearly indicate deviations from requirements in the Contract Documents, including mi nor variations and limitations; include relevant additional information and revisions, other than those requested by Owner on previous submittals. Indicate by highlighting on each submittal or noting on attached separate sheet.

D. PDF Submittals: Prepare submittals as PDF package, incorporating complete information into each PDF file. Name PDF file with submittal number.

1.5 SUBMITTAL PROCEDURES
A. Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated in individual Specification Sections.

1. Email: Prepare submittals as PDF package and transmit to Architect by sending via email. Include PDF transmittal form. Include information in email subject line as requested by Architect.
a. Owner will return annotated file. Annotate and retain one copy of file as a digital Project Record Document file.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

SUBMITTAL PROCEDURES 013300 - 3

2. Web-Based Project Software: Prepare submittals in PDF form, and upload to web-based Project software website. Enter required data in web-based software site to fully identify submittal.

B. Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Owner’s receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.

1. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Owner will advise Contractor when a submittal being processed must be delayed for coordination.

2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal.

3. Resubmittal Review: Allow 15 days for review of each resubmittal.

C. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.

1. Note date and content of previous submittal.

2. Note date and content of revision in label or title block and clearly indicate extent of revision.

3. Resubmit submittals until they are marked with approval notation from Owner 's action stamp.

D. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.

E. Use for Construction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from Owner 's action stamp.

1.6 SUBMITTAL REQUIREMENTS
A. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. Mark each copy of each submittal to show which products and options are applicable.

2. Include the following information, as applicable:
a. Manufacturer's catalog cuts.
b. Manufacturer's product specifications.
c. Standard color charts.
d. Statement of compliance with specified referenced standards. e. Testing by recognized testing agency.
f. Application of testing agency labels and seals.
g. Notation of coordination requirements.
h. Availability and delivery time information.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

SUBMITTAL PROCEDURES 013300 - 4
B. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other materials.

1. Identification: Permanently attach label on unexposed side of Samples that includes the following:
a. Project name and submittal number.
b. Generic description of Sample.
c. Product name and name of manufacturer.
d. Sample source.
e. Number and title of applicable Specification Section. f. Specification paragraph number and generic name of each item.

2. Email Transmittal: Provide PDF transmittal. Include digital image file illustrating Sample characteristics, and identification information for record.

3. Disposition: Maintain sets of approved Samples at Project site, available for quality-control comparisons throughout the course of construction activity.

Sample sets may be used to determine final acceptance of construction associated with each set.
a. Samples that may be incorporated into the Work are ind icated in individual Specification Sections. Such Samples must be in an undamaged condition at time of use.
b. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor.

4. Samples for Verification: Submit full -size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection. a. Number of Samples: Submit three sets of Samples. Owner will retain two Sample sets; remainder will be returned.
1) If variation in color, pattern, texture, or other characteristic is inherent in material or product represented by a Sample, subm it at least three sets of paired units that show approximate limits of variations.

1.7 CONTRACTOR'S REVIEW
A. Action Submittals and Informational Submittals: Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Owner.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

SUBMITTAL PROCEDURES 013300 - 5
B. Contractor's Approval: Indicate Contractor's approval for each submittal with a uniform approval stamp or indication in web-based Project software. Include name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.

1. Owner will not review submittals received from Contractor that do not have Contractor's review and approval.

1.8 OWNER’S REVIEW
A. Action Submittals: Owner will review each submittal, indicate corrections or revisions required, and return it.

1. PDF Submittals: Owner will indicate, via markup on each submittal, the appropriate actions:
a. No Exception Taken.
b. Make Corrections Noted (resubmittal not required).
c. Revise and Resubmit.
d. Rejected.

B. Informational Submittals: Owner will review each submittal and will not return it or will return it if it does not comply with requirements. Owner will forward each submittal to appropriate party.

C. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned for resubmittal without review.

D. Owner will return without review submittals received from sources other than Contractor.

E. Submittals not required by the Contract Documents will be returned by Owner without action.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 013300
CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

QUALITY REQUIREMENTS 014000 - 1
SECTION 014000 - QUALITY REQUIREMENTS
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY
A. Section includes administrative and procedural requirements for quality assurance and quality control.

B. I nspection services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements.

1. Specific quality -assurance and quality -control requirements for individual work results are specified in their res pective Specification Sections. Requirements in individual Sections may also cover production of standard products.

2. Requirements for Contractor to provide quality -assurance and quality -control services required by Architect, Construction Manager, or authorities having jurisdiction are not limited by provisions of this Section.

3. Specific inspection requirements are not specified in this Section.

1.3 DEFINITIONS
A. Experienced: When used with an entity or individual, "experienced" unless otherwise further described means having successfully completed a minimum of five previous projects similar in nature, size, and extent to this Project; being familiar with special requirements indicated; and having complied with requirements of author ities having jurisdiction.

B. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an employee, Su bcontractor, or Sub- subcontractor, to perform a particular construction operation, including installation, erection, application, assembly, and similar operations.

1. Use of trade-specific terminology in referring to a trade or entity does not require that c ertain construction activities be performed by accredited or unionized individuals, or that requirements specified apply exclusively to specific trade(s).

C. Mockups: Full -size physical assemblies that are constructed on-site as part of permanent construction. Mockups are constructed to verify selections made under Sample submittal s; to demonstrate aesthetic effects and qualities of materials and CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

QUALITY REQUIREMENTS 014000 - 2
execution; to review coordination, testing, or operation; to show interface between dissimilar materials; and to demonstrate compliance with specified installation tolerances. Mockups are no t Samples. Unless otherwise indicated, approved mockups establish the standard by which the Work will be judged.

1. Integrated Exterior Mockups: Mockups of the exterior envelope constructed on- site as part of permanent construction, consisting of multiple pr oducts, assemblies, and subassemblies.

D. Quality-Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects an d deficiencies and substantiate that proposed construction will comply with requirements.

E. Quality-Control Services: Inspections, procedures, and related actions during and after execution of the Work to evaluate that actual product incorporated into the Work and completed construction comply with requirements. Contractor's quality -control services do not include contract administration activities performed by Architect or Construction Manager.

1.4 CONFLICTING REQUIREMENTS
A. Conflicting Standards and Other Requirements: If compliance with two or more standards or requirements are specified and the standards or requirements establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer conflicting requirements that are different, but apparently equal, to Architect for direction before proceeding.

B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to Architect for a decision before proceeding.

1.5 ACTION SUBMITTALS
A. Shop Drawings: For integrated exterior mockups.

1. Indicate manufacturer and model number of individual components.

1.6 INFORMATIONAL SUBMITTALS
A. Contractor's Quality -Control Plan: For quality -assurance and quality -control activities and responsibilities.

B. Schedule of Inspections: Prepare in tabular form and include the following:

1. Specification Section number and title.

2. Entity responsible for performing inspections.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

QUALITY REQUIREMENTS 014000 - 3

3. Description of inspection.

4. Identification of inspection methods.

5. Number of inspections required.

6. Time schedule or time span for inspections.

C. Reports: Prepare and submit certified written reports and documents as required.

D. Permits, Licenses, and Certificates: For Owner's record, submit copies of permits, licenses, certifications, inspection reports, correspondence, records, and similar documents established for com pliance with standards and regulations bearing on performance of the Work.

1.7 CONTRACTOR'S QUALITY-CONTROL PLAN
A. Quality-Control Plan, General: Submit quality -control plan within 10 days of Notice to Proceed, and not less than five days prior to commencement of work. Submit in format acceptable to Architect. Identify personnel, procedures, controls, instructions, tests, records, and forms to be used to carry out Contractor's quality -assurance and quality - control responsibilities. Coordinate with Contractor's Construction Schedule.

B. Monitoring and Documentation: Maintain inspection reports including log of approved and rejected results. Include work Architect has indicated as nonconforming or defective. Indicate corrective actions taken to bring nonconforming work into compliance with requirements. Comply with requirements of authorities having jurisdiction.

1.8 REPORTS AND DOCUMENTS
A. Inspection Reports: Prepare and submit certified written reports specified in other Sections. Include the following:

1. Date of issue.

2. Project title and number.

3. Dates and locations of inspections.

4. Names of individuals making inspections.

5. Description of the Work and inspection method.

6. Identification of product and Specification Section.

7. I nspection results.

8. Record of temperature and weather conditions at time of inspection.

9. Comments or professional opinion on whether inspected Work complies with the Contract Document requirements.

10. Recommendations on reinspecting.

B. Manufacturer's Technical Representative's Field Reports: Prepare written information documenting manufacturer's technical representative's inspections specified in other Sections. Include the following:

1. Name, address, telephone number, and email address of technical representative making report.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

QUALITY REQUIREMENTS 014000 - 4

2. Statement on condition of substrates and their acceptability for installation of product.

3. Statement that products at Project site comply with requirements.

4. Summary of ins tallation procedures being followed, whether they comply with requirements and, if not, what corrective action was taken.

5. Statement whether conditions, products, and installation will affect warranty.

6. Other required items indicated in individual Specification Sections.

C. Factory-Authorized Service Representative's Reports: Prepare written information documenting manufacturer's factory -authorized service representative's tests and inspections specified in other Sections. Include the following:

1. Name, address, telephone number, and email address of factory -authorized service representative making report.

2. Statement that equipment complies with requirements.

3. Statement whether conditions, products, and installation will affect warranty.

4. Other required items indicated in individual Specification Sections.

1.9 QUALITY ASSURANCE
A. General: Qualifications paragraphs in this article establish the minimum qualification levels required; individual Specification Sections specify additional requirements.

B. Manufacturer Qualifications: A firm experienced in manufacturing products or sys tems similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. As applicable, procure products from manufacturers a ble to meet qualification requirements, warranty requirements, and technical or factory -authorized service representative requirements.

C. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in-ser vice performance, as well as sufficient production capacity to produce required units.

D. Installer Qualifications: A firm or individual experienced in installing, erecting, applying, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-serv ice performance.

E. Manufacturer's Technical Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to observe and inspect installation of manufacturer's products that are similar in material, desi gn, and extent to those indicated for this Project.

F. Factory-Authorized Service Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

QUALITY REQUIREMENTS 014000 - 5
G. Integrated Exterior Mockups: Construct integrated exterior mockup according to approved Shop Drawings. Coordi nate installation of exterior envelope materials and products for which mockups are required in individual Specification Sections, along with supporting materials. Comply with requirements in "Mockups" Paragraph.

1.10 QUALITY CONTROL
A. Owner Responsibilities: Where quality -control services are indicated as Owner's responsibility, Owner will engage a qualified testing agency to perform these services.

1. Costs for reinspecti ng construction that r eplaces or is necessitated by work that failed to comply with the Contract Documents will be charged to Contractor , and the Contract Sum will be adjusted by Change Order.

B. Contractor Responsibilities: Inspections not explicitly assigned to Owner are Contractor's responsibility. Perform additional quality -control activ ities, whether specified or not, to verify and document that the Work complies with requirements.

1. Unless otherwise indicated, provide quality -control services specified and those required by authorities having jurisdiction. P erform quality -control services required of Contractor by authorities having jurisdiction, whether specified or not.

2. Where quality-control services are indicated as Contractor's responsibility, submit a certified written report, in duplicate, of each quality-control service.

3. I nspection requested by Contractor and not required by the Contract Documents are Contractor's responsibility.

4. Submit additional copies of each written report directly to authorities having jurisdiction, when they so direct.

C. Reinspecting: Regardless of whether original tests or inspections were Contractor's responsibility, provide quality -control services, including reinspecting, for construction that replaced Work that failed to comply with the Contract Documents.

D. Manufacturer's Field Services: Where indicated, engage a factory -authorized service representative to inspect field-assembled components and equipment installation, including service connecti ons. Report results in writing as specified in Section 013300 "Submittal Procedures."
E. Manufacturer's Technical Services: Where indicated, engage a manufacturer's technical representative to observe and inspect the Work. Manufactur er's technical representative's services include participation in preinstallation conferences, examination of substrates and conditions, verification of materials, observation of Installer activities, inspection of completed portions of the Work, and submi ttal of written reports.

F. Associa ted Contractor Services: Cooperate with agencies and representatives performing required tests, inspections, and similar quality -control services, and provide reasonable auxiliary services as requested. Notify agency suffici ently in advance of operations to permit assignment of personnel. Provide the following:

1. Access to the Work.

2. Incidental labor and facilities necessary to facilitate tests and inspections.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

QUALITY REQUIREMENTS 014000 - 6
G. Coordination: Coordinate sequence of activities to accommodate required quality - assurance and quality-control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspection.

1. Schedule times for inspections, and similar activities.

H. Schedule of Inspections: Prepare a schedule of inspections, and similar quality -control services required by the Contract Documents. Coordinate and submit concurrently with Contractor's Construction Schedule. Update as the Work progresses.

1. Distribution: Distribute schedule to Owner, Architect, Construction Manager, and each party involved in performance of portions of the Work where inspections are required.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION

3.1 INSPECTION LOG
A. Inspection Log: Prepare a record of inspections. Include the following:

1. Date inspection was conducted.

2. Description of the Work inspected.

3. Date inspection results were transmitted to Architect.

B. Maintain log at Project site. Post changes and revisions as they occur. Provide access to inspection log for Architect's and Construction Manager's reference during normal working hours.

1. Submit log at Project closeout as part of Project Record Documents.

3.2 REPAIR AND PROTECTION
A. General: On completion of inspection, sample taking, and similar services, repair damaged construction and restore substrates and finishes.

1. Provide materials and comply with installation requirements specified in other Specification Sections or matching existing substrates and finishes. Restore patched areas and extend restoration into adjoining areas with durable seams that are as invisib le as possi ble. Comply with the Contract Document requirements for cutting and patching in Section 017300 "Execution." B. Protect construction exposed by or for quality-control service activities.

C. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality-control services.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

QUALITY REQUIREMENTS 014000 - 7
END OF SECTION 014000
CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

REFERENCES 014200 - 1
SECTION 014200 - REFERENCES
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 DEFINITIONS
A. General: Basic Contract definitions are included in the Conditions of the Contract.

B. "Approved": When used to convey Architect's action on Contractor's submittals, applications, and requests, "approved" is limited to Architect's duties and responsibilities as stated in the Conditions of the Contract.

C. "Directed": A command or instruction by Architect. Other terms including "requested," "authorized," "selected," "required," and "permitted" have the same meaning as "directed."
D. "Indicated": Requirements expressed by graphic representations or in written form on Drawings, in Specifications, and in other Contract Documents. Other terms including "shown," "noted," "scheduled," and "specified" have the same meaning as "indicated." E. "Regulations": Laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, and rules, conventions, and agreements within the construction industry that control performance of the Work.

F. "Furnish": Supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations.

G. "Install": Unload, temporarily store, unpack, assemble, erect, place, anchor, apply, work to dimension, finish, cure, protect, clean, and similar operations at Project site.

H. "Provide": Furnish and install, complete and ready for the intended use.

I. "Project Site": Space available for performing construction activities. The extent of Project site is shown on Drawings and may or may not be identical with the description of the land on which Project is to be built.

1.3 INDUSTRY STANDARDS
A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

REFERENCES 014200 - 2
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.

B. Publication Dates: Comply with standards in effect as of date of the Contract Documents unless otherwise indicated.

C. Copies of Standards: Each entity engaged in construction on Project should be familiar with industry standards applicable to its construction activity. 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.

1.4 ABBREVIATIONS AND ACRONYMS
A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities indicated in Gale's "Encyclopedia of Associations: National Organizations of the U.S." or in Columbia Books' "National Trade & Professional Associations of the United States."
B. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. This information is subject to change and is believed to be accurate as of the date of the Contract Documents.

1. AAMA - American Architectural Manufacturers Association; www.aamanet.org .

2. AATCC - American Association of Textile Chemists and Colorists; www.aatcc.org.

3. ACI - American Concrete Institute; (Formerly: ACI International); www.concrete.org

4. AIA - American Institute of Architects (The); www.aia.org.

5. AISC - American Institute of Steel Construction; www.aisc.org.

6. AISI - American Iron and Steel Institute; www.steel.org.

7. AITC - American Institute of Timber Construction; www.aitc-glulam.org.

8. ANSI - American National Standards Institute; www.ansi.org.

9. APA - APA - The Engineered Wood Association; www.apawood.org.

10. APA - Architectural Precast Association; www.archprecast.org.

11. ASCE/SEI - American Society of Civil Engineers/Structural Engineering Institute; (See ASCE).

12. ASSE - Americ an Society of Safety Engineers (The); www.asse.org.

13. ASTM - ASTM International; www.astm.org.

14. AWI - Architectural Woodwork Institute; www.awinet.org.

15. AWPA - American Wood Protection Association; www.awpa.com.

16. AWS - American Welding Society; www.aws.org.

17. BHMA - Builders Hardware Manufacturers Association; www.buildershardware.com.

18. BICSI - BICSI, Inc.; www.bicsi.org.

19. CFSEI - Cold-Formed Steel Engineers Institute; www.cfsei.org.

20. CISCA - Ceilings & Interior Systems Construction Association; www.cisca.org.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

REFERENCES 014200 - 3

21. CLFMI - Chain Link Fence Manufacturers Institute; www.chainlinkinfo.org.

22. CPA - Composite Panel Association; www.pbmdf.com.

23. CSA - CSA Group; www.csa.ca.

24. CSI - Construction Specifications Institute (The); www.csinet.org.

25. EIMA - EIFS Industry Members Association; www.eima.com.

26. EJMA - Expansion Joint Manufacturers Association, Inc.; www.ejma.org.

27. FM Approvals - FM Approvals LLC; www.fmglobal.com.

28. FM Global - FM Global; (Formerly: FMG - FM Global); www.fmglobal.com.

29. GA - Gypsum Association; www.gypsum.org.

30. GANA - Glass Association of North America; www.glasswebsite.com.

31. GS - Green Seal; www.greenseal.org.

32. HMMA - Hollow Metal Manufacturers Association; (See NAAMM).

33. HPVA - Hardwood Plywood & Veneer Association; www.hpva.org.

34. HPW - H. P. White Laboratory, Inc.; www.hpwhite.com.

35. IAS - International Approval Services; (See CSA).

36. ICBO - International Conference of Building Officials; (See ICC).

37. ICC - International Code Council; www.iccsafe.org.

38. ISFA - International Surface Fabricators Association; (Formerly: International Solid Surface Fabricators Association); www.isfanow.org.

39. ISO - International Organization for Standardization; www.iso.org.

40. ISSFA - International Solid Surface Fabricators Association; (See ISFA).

41. MBMA - Metal Building Manufacturers Association; www.mbma.com.

42. MCA - Metal Construction Association; www.metalconstruction.org.

43. MFMA - Metal Framing Manufacturers Association, Inc.; www.metalframingmfg.org.

44. MHIA - Material Handling Industry of America; www.mhia.org.

45. MPI - Master Painters Institute; www.paintinfo.com.

46. NAAMM - National Association of Architectural Metal Manufacturers; www.naamm.org.

47. NACE - NACE International; (National Association of Corrosion Engineers International); www.nace.org.

48. NAIMA - North American Insulation Manufacturers Association; www.naima.org.

49. NBI - New Buildings Institute; www.newbuildings.org.

50. NFPA - National Fire Protection Association; www.nfpa.org.

51. NFPA - NFPA International; (See NFPA).

52. NOMMA - National Ornamental & Miscellaneous Metals Association; www.nomma.org.

53. NRCA - National Roofing Contractors Association; www.nrca.net.

54. NSF - NSF International; www.nsf.org.

55. NSPE - National Society of Professional Engineers; www.nspe.org.

56. RCSC - Research Council on Structural Connections; www.boltcouncil.org.

57. SDI - Steel Deck Institute; www.sdi.org.

58. SEI/ASCE - Structural Engineering Institute/American Society of Civil Engineers; (See ASCE).

59. SJI - Steel Joist Institute; www.steeljoist.org.

60. SPFA - Spray Polyurethane Foam Alliance; www.sprayfoam.org.

61. SPRI - Single Ply Roofing Industry; www.spri.org.

62. SSINA - Specialty Steel Industry of North America; www.ssina.com.

63. SSPC - SSPC: The Society for Protective Coatings; www.sspc.org.

64. SWI - Steel Window Institute; www.steelwindows.com.

65. UL - Underwriters Laboratories Inc.; http://www.ul.com.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

REFERENCES 014200 - 4

66. USGBC - U.S. Green Building Council; www.usgbc.org.

C. Code Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. This information is believed to be accurate as of the date of the Contract Documents.

1. IAPMO - International Association of Plumbing and Mechanical Officials; www.iapmo.org
.

2. ICC - International Code Council; www.iccsafe.org.

3. ICC-ES - ICC Evaluation Service, LLC; www.icc-es.org.

D. Federal Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Information is subject to change and is up to date as of the date of the Contract Documents.

1. CPSC - Consumer Product Safety Commission; www.cpsc.gov .

2. EPA - Environmental Protection Agency; www.epa.gov.

3. OSHA - Occupational Safety & Health Administration; www.osha.gov.

E. Standards and Regulations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the standards and regulations in the following list. This information is subject to change and is believed to be accurate as of the date of the Contract Documents.

1. CFR - Code of Federal Regulations; Available from Government Printing Office; www.gpo.gov/fdsys
.

2. FED-STD - Federal Standard; (See FS).

3. FS - Federal Specification; Available from DLA Document Services; www.quicksearch.dla.mil.
a. Available from General Services Administration; www.gsa.gov. b. Available from National Institute of Building Sciences/Whole Building Design Guide; www.wbdg.org/ccb.

4. MILSPEC - Military Specification and Standards; (See DOD).

5. USATBCB - U.S. Architectural & Transportation Barriers Compliance Board; (See USAB).

F. State Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. This information is subject to change and is believed to be accurate as of the date of the Contract Documents.

1. CBHF; State of California; Department of Consumer Affairs; Bureau of Electronic and Appliance Repair, Home Furnishings and Thermal Insulation; www.bearhfti.ca.gov
.

2. CCR; California Code of Regulations; Office of Administrative Law; California Title 24 Energy Code; www.calregs.com.

3. CDHS; California Department of Health Services; (See CDPH).

4. CDPH; California Department of Public Health; Indoor Air Quality Program; www.cal-iaq.org
.

5. CPUC; California Public Utilities Commission; www.cpuc.ca.gov.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

REFERENCES 014200 - 5

6. SM AQMD; S acramento Metro Air Quality Management District; www.airquality.org.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 014200
CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

TEMPORARY FACILITIES AND CONTROLS 015000 - 1
SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY
A. Section includes requirements for temporary utilities, support facilities, and security and protection facilities.

B. Related Requirements:

1. Section 011000 "Summary" for work restrictions and limitations on utility interruptions.

2. Section 011200 "Multiple Contract Summary" for responsibilities for temporary facilities and controls for projects utilizing multiple contracts.

1.3 USE CHARGES
A. General: Installation and removal of and use charges for temporary facilities shall be included in the Contract Sum unless otherwise indicated. Allow other entities engaged in the Project to use temporary services and facilities without cost, including, but not limited to, Owner's construction forces, Architect, occupants of Project, testing agencies, and authorities having jurisdiction.

B. Sewer Service: Owner will pay sewer-service use charges for sewer usage by all entities for construction operations.

C. Water Service: Owner will pay water-service use charges for water used by all entities for construction operations.

D. Electric Power Service: Owner will pay electric-power-service use charges for electricity used by all entities for construction operations.

E. Water and Sewer Service from Existing System: Water from Owner's existing water system is available for use without metering and withou t payment of use charges.

Provide connections and extensions of services as required for construction operations.

F. Electric Power Service from Existing System: Electric power from Owner's existing system is available for use without metering and without pay ment of use charges.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

TEMPORARY FACILITIES AND CONTROLS 015000 - 2
Provide connections and extensions of services as required for construction operations.

1.4 INFORMATIONAL SUBMITTALS
A. Site Utilization Plan: Show temporary facilities, temporary uti lity lines and connections, staging areas, construction site entrances, vehicle circulation, and parking areas for construction personnel.

B. Implementation and Termination Schedule: Within 15 days of date established for commencement of t he Work, submit schedule indicating implementation and termination dates of each temporary utility.

C. Project Identification and Temporary Signs: Show fabrication and installation details, including plans, elevations, details, layouts, typestyles, graphic elements, and message content.

D. Fire-Safety Program: Show compliance with requirements of NFPA 241 and authorities having jurisdiction. Indicate Contractor personnel responsible for management of fire- prevention program.

E. Moisture- and Mold-Protection Plan: Describe procedures and controls for protecting materials and construction from water absorption and damage and mold.

1.5 QUALITY ASSURANCE
A. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70.

B. Tests and Inspections: Arrange for authorities havi ng jurisdiction to test and inspect each temporary utility before use. Obtain required certifications and permits.

C. Accessible Temporary Egress: Comply with applicable provisions in the United States Access Board's ADA-ABA Accessibility Guidelines and ICC/ANSI A117.1.

1.6 PROJECT CONDITIONS
A. Temporary Use of Permanent Facilities: Engage Installer of each permanent service to assume responsibility for operation, maintenance, and protection of each permanent service during its use as a construction facility before Owner's acceptance, regardless of previously assigned responsibilities.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

TEMPORARY FACILITIES AND CONTROLS 015000 - 3
PART 2 - PRODUCTS

2.1 MATERIALS
A. Portable Chain-Link Fenci ng: Minimum 2-inch, 0.148-inch -thick, galvanized- steel, chain-link fabric fencing; minimum 6 feet high with galvanized-steel pipe posts; minimum 2-3/8-inch-OD line posts and 2-7/8-inch-OD corner and pull posts, with 1-5/8- inch-OD top and bottom rails. Provide galvanized-steel bases for supporting posts.

B. Po lyethylene Sheet: Reinforced, fire-resistive sheet, 10-mil minimum thickness, with flame-spread rating of 15 or less per ASTM E 84 and passing NFPA 701 Test Method 2.

C. Dust-Control Adhesive- Surface Walk -Off Mats: Provide mats minimum 36 by 60 inches.

D. Insulation: Unfaced mineral-fiber blanket, manufactured from glass, slag wool, or rock wool; with maximum flame-spread and smoke-developed indexes of 25 and 50, respectively.

2.2 TEMPORARY FACILITIES
A. Field Offices, General: Prefabricated or mobile units with serviceable finishes, temperature controls, and foundations adequate for normal loading.

B. Field Offices, General: Owner will provide conditioned interior space for field off ices for duration of Project.

C. Common-Use Field Office: Of sufficient size to accommodate needs of Owner, Architect, Construction Manager , and construction personnel office activities and to accommodate Proj ect meetings specified in other Division 01 Sections. Keep office clean and orderly. Furnish and equip offices as follows:

1. Furniture required for Project-site documents including file cabinets, plan tables, plan racks, and bookcases.

2. Conference room of suffi cient size to accommodate meetings of 10 individuals.

Provide electrical power service and 120-V ac duplex receptacles, with no fewer than one receptacle on each wall. Furnish room with conference table, chairs, and 4-foot-square tack and marker boards.

3. Drinking water and private toilet.

4. Heating and cooling equipment necessary to maintain a uniform indoor temperature of 68 to 72 deg F.

5. Lighting fixtures capable of maintaining average illumination of 20 fcat desk height.

D. Storage and Fabrication Sheds: Provide sheds sized, furnished, and equipped to accommodate materials and equipment for construction operations.

1. Store combustible materials apart from building.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

TEMPORARY FACILITIES AND CONTROLS 015000 - 4
PART 3 - EXECUTION

3.1 TEMPORARY FACILITIES, GENERAL
A. Conservation: Coordinate construction and use of temporary facilities with consideration given to conservation of energy, water, and materials. Coordinate use of temporary utilities to minimize waste.

1. Salvage materials and equipment involved in performance of, but not actually incorporated into, the Work. See other Sections for disposition of salvaged materials that are designated as Owner's property.

3.2 INSTALLATION, GENERAL
A. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required by progress of the Work.

1. Locate facilities to limit site disturbance as specified in Section 011000 "Summary."
B. Provide each facility ready for use when needed to avoid delay. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities.

3.3 TEMPORARY UTILITY INSTALLATION
A. General: Install temporary service or connect to existing service.

1. Arrange with utility company, Owner, and existing users for time when service can be interrupted, if necessary, to make connections for temporary services.

B. Sewers and Drainage: Provide temporary utilities to remove effluent lawfully.

1. Connect temporary sewers to municipal system as directed by authorities having jurisdiction.

C. Water Service: Install water service and distribution piping in sizes and pressures adequate for construction.

D. Water Service: Connect to Owner's existing water service fac ilities. Clean and maintain water service facilities in a condition acceptable to Owner. At Substantial Completion, restore these facilities to condition existing before initial use.

E. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinki ng water for use of construction personnel. Comply with requirements of authorities having jurisdiction for type, number, location, operation, and maintenance of fixtures and facilities.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

TEMPORARY FACILITIES AND CONTROLS 015000 - 5
F. Electric Power Service: Connect to Owner's existing electric power service. Maintain equipment in a condition acceptable to Owner.

G. T elephone Service: Provide temporary telephone service in common- use facilities for use by all construction personnel. Install WiFi cell phone access equipment and one land-based telephone line(s) for each field office.

1. Provide additional telephone lines for the following:
a. Provide one telephone line(s) for Owner's use.

2. At each telephone, post a list of important telephone numbers. a. Police and fire departments.
b. Ambulance service.
c. Contractor's home office.
d. Contractor's emergency after-hours telephone number. e. Architect's office.
f. Construction Manager's home office.
g. Engineers' offices.
h. Owner's office.
i. Principal subcontractors' field and home offices.

3.4 SUPPORT FACILITIES INSTALLATION
A. General: Comply with the following:

1. Provide construction for temporary offices, shops, and s heds located within construction area or within 30 feet of building lines that is noncombustible according to ASTM E 136. Comply with NFPA 241.

2. Maintain support facilities until Architect schedules Substantial Completion inspection. Remove before S ubstantial Completion. Personnel remaining after Substantial Completion will be permitted to use permanent facilities, under conditions acceptable to Owner.

B. Parking: Use designated areas of Owner's existing parking areas for construction personnel.

C. Project Signs: Provide Project signs as indicated. Unauthorized signs are not permitted.

1. Identification Signs: Provide Project identification signs as indicated on Drawings.

2. Temporary Signs: Provide other signs as indicated and as required to inform individuals seeking entrance to Project.
a. Provide temporary, directional signs for construction personnel and visitors.

3. Maintain and touch up signs so they are legible at all times.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

TEMPORARY FACILITIES AND CONTROLS 015000 - 6
D. Waste Disposal Facilities: Comply with requirements specified in Section 017419 "Construction Waste Management and Disposal."
E. Lifts and Hoists: Provide facilities necessary for hoisting materials and personnel.

1. Truck cranes and similar devices used for hoisting materials are considered "tools and equipment" and not temporary facilities.

F. Existing Stair Usage: Use of Owner's existing stairs will be permitted, provided stairs are cleaned and maintained in a condition acceptable to Owner. At Substantial Completion, restore stairs to condition existing before initial use.

1. Provide protectiv e coverings, barriers, devices, signs, or other procedures to protect stairs and to maintain means of egress. If stairs become damaged, restore damaged areas so no evidence remains of correction work.

3.5 SECURITY AND PROTECTION FACILITIES INSTALLATION
A. Protection of Existing Facilities: Protect existing vegetation, equipment, structures, utilities, and other improvements at Project site and on adjacent properties, except those indicated to be removed or altered. Repair damage to existing facilities.

1. Where access to adjacent properties is required in order to affect protection of existing facilities, obtain written permission from adjacent property owner to access property for that purpose.

B. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction as required to co mply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects.

1. Comply with work restrictions specified in Section 011000 "Summary." C. Site Enclosure Fence: Before construction operations begin, furnish and install site enclosure fence in a manner that will prevent people from easily entering site except by entrance gates.

1. Extent of Fence: As required to enclose entire Project site or portion determined sufficient to accommodate construction operations.

2. Maintain security by limiting number of keys and restricting distribution to authorized personnel. Furnish one set of keys to Owner.

D. Barricades, Warning Signs, and Lights: Comply with requirements of authorities having jurisdiction for erecting structurally adequate barricades, including warning signs and lighting.

E. Temporary Egress: Maintain temporary egress from existing occupied facilities as indicated and as required by authorities having jurisdiction.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

TEMPORARY FACILITIES AND CONTROLS 015000 - 7
F. Temporary Partitions: Provide floor -to-ceiling dustproof partitions to limit dust and dirt migration and to separate areas occupied by Owner and tenants from fumes and noise.

1. Construct dustproof partitions with two layers of 6-mil polyethylene sheet on each side. Cover floor with two layers of 6-mil polyethylene sheet, extending sheets 18 inches up the sidewalls. Overlap and tape full length of joints. a. Construct vestibule and airlock at each entrance through temporary partition with not less than 48 inches between doors. Maintain water - dampened foot mats in vestibule.

2. Provide walk-off mats at each entrance through temporary partition.

G. Temporary Fire Protection: Install and maintain temporary fir e-protection facilities of types needed to protect against reasonably predictable and controllable fire losses.

Comply with NFPA 241; manage fire-prevention program.

1. Prohibit smoking in construction areas. Comply with additional limits on smoking specified in other Sections.

2. Supervise welding operations, combustion-type temporary heating units, and similar sources of fire ignition according to requirements of authorities having jurisdiction.

3.6 MOISTURE AND MOLD CONTROL
A. Contractor's Moisture-Protection Plan: Describe delivery, handling, storage, installation, and protection provisions for materials subject to water absorption or water damage.

1. Indicate procedures for discarding water -damaged materials, protocols for mitigating water intrusion into completed Work, and replacing water -damaged Work.

2. Indicate methods to be used to avoid trapping water in finished work.

B. Exposed Construction Period: Before installation of weather barriers, when materials are subject to wetting and exposure and to airborne mold spores, protect as follows:

1. Protect porous materials from water damage.

2. Protect stored and installed material from flowing or standing water.

3. Keep porous and organic materials from coming into prolonged contact with building exterior.

3.7 OPERATION, TERMINATION, AND REMOVAL
A. Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and abuse, limit availability of temporary facilities to essential and intended uses.

B. Maintenance: Maintain facilities in good operating condition until removal.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

TEMPORARY FACILITIES AND CONTROLS 015000 - 8

1. Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation, and similar facilities on a 24-hour basis where required to achieve indicated results and to avoid possibility of damage.

C. Temporary Facility Changeover: Do not change over from using temporary security and protection facilities to permanent facilities until Substantial Completion.

D. Termination and Removal: Remove each temporary facility when need for its service has ended, when it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with temporary facility. Repair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired.

1. Materials and facilities that constitute temporary facilities are property of Contractor. Owner reserves right to take possession of Project identification signs.

2. At Substantial Completion, repair, renovate, and clean permanent facilities used during construction period. Comply with final cleaning requirements specified in Section 017700 "Closeout Procedures."
END OF SECTION 015000
CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

PRODUCT REQUIREMENTS 016000 - 1
SECTION 016000 - PRODUCT REQUIREMENTS
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY
A. Section includes administrative and procedural requirements for selection of products for use in Project; product delivery, storage, and handling; manufacturers' standard warranties on products; special warranties; and comparable products.

B. Related Requirements:

1. Section 012500 "Substitution Procedures" for requests for substitutions.

2. Section 014200 "References" for applicable industry standards for products specified.

1.3 DEFINITIONS
A. Products: Items obtained for incorporating into the Work, whether purchased for Project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent.

1. Named Products: Items identified by manufacturer's product name, including make or model number or other designation shown or listed in manufacturer's published product literature that is current as of date of the Contract Documents.

2. New Products: Items that have not previously been incorporated into another project or facility. Products salvaged or recycled from other projects are not considered new products.

3. Comparable Product: Product that is demonstrated and approved by Architect through submittal process to have the indicated qualities related to type, functi on, dimension, in-service performance, physical properties, appearance, and other characteristics that equal or exceed those of specified product.

B. Basis-of-Design Product Specification: A specification in which a single manufacturer's product is named and accompanied by the words "basis -of-design product," including make or model number or other designation. In addition to the basis -of-design product description, product attributes and characteristics may be listed to establish the significant qualities rel ated to type, function, in-service performance and physical properties, weight, dimension, durability, visual characteristics, and other special CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

PRODUCT REQUIREMENTS 016000 - 2
features and requirements for purposes of evaluating comparable products of additional manufacturers named in the specification.

C. Subject to Compliance with Requirements: Where the phrase "Subject to compliance with requirements" introduces a product selection procedure in an individual Specification Section, provide products qualified under the specified product procedure. In the event that a named product or product by a named manufacturer does not meet the other requirements of the specifications, select another named product or product from another named manufacturer that does meet the requirements of the specifications. Submit a comparable product request, if applicable.

1.4 ACTION SUBMITTALS
A. Comparable Product Request Submittal: Submit request for consideration of each comparable product. Identify basis -of-design product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles.

1. Include data to indicate compliance with the requirements specified in "Comparable Products" Article.

2. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within seven days of receipt of a comparable product request. Architect will notify Contractor through Construction Manager of approval or rejection of proposed comparable product request wi thin 15 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later.
a. Form of Architect's Approval of Submittal: As specified in Section 013300 "Submittal Procedures."
b. Use product specified if Architect does not issue a decision on use of a comparable product request within time allocated.

B. Basis-of-Design Product Specification Submittal: Comply with requirements in Section 013300 "Submittal Procedures." Show compliance with requirements.

1.5 QUALITY ASSURANCE
A. Compatibility of Options: If Contractor is given option of selecting between two or more products for use on Project, select product compatible with products previously selected, even if previously selected products were also options.

1. Each contractor is responsible for providing products and construction methods compatible with products and construction methods of other contractors.

2. If a dispute arises between contractors over concurrently selectable but incompatible products, Architect will determine which products shall be used.

B. Identification of Products: Except for required labels and operating data, do not attach or imprint manufacturer or product names or trademarks on exposed surfaces of CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

PRODUCT REQUIREMENTS 016000 - 3
products or equipment that will be exposed to view in occupied spaces or on the exterior.

1. Labels: Locate required product labels and stamps on a concealed surface, or, where required for observation following installation, on a visually accessible surface that is not conspicuous.

2. Equipment Nameplates: Provide a permanent nameplate on each item of service-connected or power-operated equipment. Locate on a visually accessible but inconspicuous surface. Include information essential for operation, including the following:
a. Name of product and manufacturer.
b. Model and serial number.
c. Capacity.
d. Speed.
e. Ratings.

3. See individual identification sections in Division 22 for additional identification requirements.

1.6 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and loss, including theft and vandalism. Comply with manufacturer's written instructions.

B. Delivery and Handling:

1. Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding of construction spaces.

2. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses.

3. Deliver products to Project site in an undamaged condition in manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing.

4. Inspect products on delivery to determine compliance with the Contract Documents and to determine that products are undamaged and properly protected.

C. Storage:

1. Store products to allow for inspection and measurement of quantity or counting of units.

2. Store materials in a manner that will not endanger Project structure.

3. Store products that are subject to damage by the elements, under cover in a weathertight enclosure above ground, with ventilation adequate to prevent condensation.

4. Protect foam plastic from exposure to sunlight, except to extent necessary for period of installation and concealment.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

PRODUCT REQUIREMENTS 016000 - 4

5. Comply with product manufacturer's written instructions for temperature, humidity, ventilation, and weather-protection requirements for storage.

6. Protect stored products from damage and liquids from freezing.

7. Provide a secure location and enclosure at Project site for storage of materials and equipment by Owner's construction forces. Coordinate location with Owner.

1.7 PRODUCT WARRANTIES
A. Warranties specified in other Sections shall be in addition to, and run concurrent with, other warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on product warranties do not relieve Contractor of obligations under requirements of the Contract Documents.

1. Manufacturer's Warranty: Written warranty furnished by individual manufacturer for a particular product and specifically endorsed by manufacturer to Owner.

2. Special Warranty: Written warranty required by the Contract Documents to provide specific rights for Owner.

B. Special Warranties: Prepare a written document that contains appropriate terms and identification, ready for execution.

1. Manufacturer's Standard Form: Modified to include Project- specific information and properly executed.

2. Specified Form: When specified forms are included with the Specifications, prepare a written document using indicated form properly executed.

3. See other Sections for specific content requirements and particular requirements for submitting special warranties.

C. Submittal Time: Comply with requirements in Section 017700 "Closeout Procedures." PART 2 - PRODUCTS

2.1 PRODUCT SELECTION PROCEDURES
A. General Product Requirements: Provide products that comply with the Contr act Documents, are undamaged and, unless otherwise indicated, are new at time of installation.

1. Provide products complete with accessories, trim, finish, fasteners, and other items needed for a complete installation and indicated use and effect.

2. Standard Products: If available, and unless custom products or nonstandard options are specified, provide standard products of types that have been produced and used successfully in similar situations on other projects.

3. Owner reserves the right to limit selection to products with warranties meeting requirements of the Contract Documents.

4. Where products are accompanied by the term "as selected," Architect will make selection.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

PRODUCT REQUIREMENTS 016000 - 5

5. Descriptive, performance, and reference standard requirements in the Specifications establish salient characteristics of products.

B. Product Selection Procedures:

1. Sole Product: Where Specifications name a single manufacturer and product, provide the named product that complies with requirements. Comparable products or substitutions for Contractor's convenience will not be considered. a. Sole product may be indicated by the phrase: "Subject to compliance with requirements, provide the following: …"

2. Sole Manufacturer/Source: Where Specifications name a single manufacturer or source, provide a product by the named manufacturer or source that complies with requirements. Comparable products or substitutions for Contractor's convenience will not be considered.
a. Sole manufacturer/source may be indicated by the phrase: "Subject to compliance with requirements, provide products by the following: …"

3. Limited List of Products: Where Specifications include a list of names of both manufacturers and products, provide one of the products listed that complies with requirements. Comparable products or substitutions for Contractor's convenience will be considered unless otherwise indicated.
a. Limited list of products may be indicated by the phrase: "Subject to compliance with requirements, provide one of the following: …"

4. Non-Limited List of Products: Where Specifications include a list of names of both available manufacturers and products, provide one of the products listed, or an unnamed product, which complies with requirements.
a. Non-limited list of products is indicated by the phrase: "Subject to compliance with requirements, available products that may be incorporated in the Work include, but are not limited to, the following: …"

5. Limited List of Manufacturers: Where Specifications include a list of manufacturers' names, provide a product by one of the manufacturers listed that complies with requirements. Comparable products or substitutions for Contractor's convenience will be considered unless otherwise indicated. a. Limited list of manufacturers is indicated by the phrase: "Subject to compliance with requirements, provide products by one of the following: …"

6. Non-Limited List of Manufacturers: Where Specifications include a list of available manufacturers, provide a product by one of the manufacturers listed, or a product by an unnamed manufacturer, which complies with requirements. a. Non-limited list of manufacturers is indicated by the phrase: "Subject to compliance with requirements, available manufacturers whose products CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

PRODUCT REQUIREMENTS 016000 - 6
may be incorporated in the Work include, but are not limited to, the following: …"

7. Basis-of-Design Product: Where Specifications name a product, or refer to a product indicated on Drawings, and include a list of manufacturers, provide the specified or indicated product or a comparable product by one of the other named manufacturers. Drawings and Specifications indicate sizes, profiles, dimensions, and other characteristics that are based on the product named.

Comply with requirements in "Comparable Products" Article for consideration of an unnamed product by one of the other named manufacturers. a. For approval of products by unnamed manufacturers, comply with requirements in Section 012500 "Substitution Procedures" for substitutions for convenience.

C. Visual Matching Specification: Where Specifications require "match Architect's sample," provide a product that complies with requirements and matches Architect's sample. Architect's decision will be final on whether a proposed product matches.

1. If no product available within specified category matches and complies with other specified requirements, comply with requirements in Section 012500 "Substitution Procedures" for proposal of product.

D. Visual Selection Specification: Where Specifications include the phrase "as selected by Architect from manufacturer's full range" or similar phrase, select a product that complies with requirements. Architect will select color, gloss, pattern, density, or texture from manufacturer's product line that includes both standard and premium items.

2.2 COMPARABLE PRODUCTS
A. Conditions for Consideration of Comparable Products: Architect will consider Contractor's request for comparable product when the following conditions are satisfied. If the following conditions are not satisfied, Architect may return requests without action, except to record noncompliance with these requirements:

1. Evidence that proposed product does not require revisions to the Contract Documents, is consistent with the Contract Documents, will produce the indicated results, and is compatible with other portions of the Work. Detailed comparison of significant qualities of proposed product with those named in the Specifications. Significant product qualities include attributes such as type, function, in- service performance and physical properties, weight, dimension, durability, visual characteristics, and other specific features and requirements.

2. Evidence that proposed product provides specified warranty.

3. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners, if requested.

4. Samples, if requested.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

PRODUCT REQUIREMENTS 016000 - 7
B. Submittal Requirements: Approval by the Architect of Contractor's request for use of comparable product is not intended to satisfy other submittal requirements. Comply with specified submittal requirements.

PART 3 - EXECUTION (Not Used)
END OF SECTION 016000
CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

EXECUTION 017300 - 1
SECTION 017300 - EXECUTION
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY
A. Section includes general administrative and procedural requirements governing execution of the Work including, but not limited to, the following:

1. Installation of the Work.

2. Cutting and patching.

3. Progress cleaning.

4. Protection of installed construction.

B. Related Requirements:

1. Section 011000 "Summary" for limits on use of Project site.

2. Section 013300 "Submittal Procedures" for submitting surveys.

3. Section 017700 "Closeout Procedures" for submitting final property survey with Project Record Documents, recording of Owner -accepted deviations from indicated lines and levels, replacing defective work, and final cleaning.

4. Section 024119 "Selective Demolition" for demolition and removal of selected portions of the building.

1.3 DEFINITIONS
A. Cutting: Removal of in-place construction necessary to permit installation or performance of subsequent work.

B. Patching: Fitting and repair work required to restore construction to original conditions after installation of subsequent work.

1.4 INFORMATIONAL SUBMITTALS
A. Cutting and Patching Plan: Submit plan describing procedures at least 10 days prior to the time cutting and patching will be performed. Include the following information:

1. Extent: Describe reason for and extent of each occurrence of cutti ng and patching.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

EXECUTION 017300 - 2

2. Changes to In-Place Construction: Describe anticipated results. Include changes to structural elements and operating components as well as changes in building appearance and other significant visual elements.

3. Products: List products to be used for patching and firms or entities that will perform patching work.

4. Dates: Indicate when cutting and patching will be performed.

5. Utilities and Mechanical and Electrical Systems: List services and systems that cutting and patching procedures will disturb or affect. List services and systems that will be relocated and tho se that will be temporarily out of service. Indicate length of time permanent services and systems will be disrupted. a. Include description of provisions for temporary services and systems during interruption of permanent services and systems.

B. Landfill Receipts: Submit copy of receipts issued by a landfill facility, licensed to accept hazardous materials, for hazardous waste disposal.

1.5 QUALITY ASSURANCE
A. Land Surveyor Qualifications: A professional land surveyor who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing land-surveying services of the kind indicated.

B. Cutting and Patching: Comply with requir ements for and limitations on cutting and patching of construction elements.

1. Structural Elements: When cutting and patching structural elements, notify Architect of locations and details of cutting and await directions from Architect before proceeding. Sho re, brace, and support structural elements during cutting and patching. Do not cut and patch structural elements in a manner that could change their load-carrying capacity or increase deflection.

2. Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended or that results in increased maintenance or decreased operational life or safety. Operational elements include the following:
a. Primary operational systems and equipment.
b. Fire separation assemblies.
c. Air or smoke barriers.
d. Plumbing piping systems.
e. Mechanical systems piping and ducts.
f. Control systems.
g. Communication systems.
h. Fire-detection and -alarm systems.
i. Conveying systems.
j. Electrical wiring systems.
k. Operating systems of special construction.

3. Other Construction Elements: Do not cut and patch other construction elements or components in a manner that could change their load-carrying capacity, that CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

EXECUTION 017300 - 3
results in reducing their capacity to perform as intende d, or that results in increased maintenance or decreased operational life or safety . Other construction elements include but are not limited to the following:
a. Water, moisture, or vapor barriers.
b. Membranes and flashings.
c. Exterior curtain-wall construction.
d. Sprayed fire-resistive material.
e. Equ ipment supports.
f. Piping, ductwork, vessels, and equipment.
g. Noise- and vibration-control elements and systems.

4. Visual Elements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patc hing. Do not cut and patch exposed construction in a manner that would, in Architect's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner.

C. Manufacturer's Ins tallation Instructions: Obtain and maintain on-site manufacturer's written recommendations and instructions for installation of products and equipment.

PART 2 - PRODUCTS

2.1 MATERIALS
A. General: Comply with requirements specified in other Sections.

B. In-Place Materials: Use materials for patching identical to in-place materials. For exposed surfaces, use materials that visually match in-place adjacent surfaces to the fullest extent possible.

1. If identical materials are unavailable or cannot be used, use materials that, when installed, will provide a match acceptable to Architect for the visual and functional performance of in-place materials.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Examination and Acceptance of Conditions: Before proceeding with each component of the Work, examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for i nstallation tolerances and other conditions affecting performance. Record observations.

1. Examine walls and roofs for suitable conditions where products and systems are to be installed.

2. Verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

EXECUTION 017300 - 4
B. Writ ten Report: Where a written report listing conditions detrimental to performance of the Work is required by other Sections, include the following:

1. Description of the Work.

2. List of detrimental conditions, including substrates.

3. List of unacceptable installation tolerances.

4. Recommended corrections.

C. Proceed with installation only after unsatisfactory conditions have been corrected.

Proceeding with the Work indicates acceptance of surfaces and conditions.

3.2 PREPARATION
A. Field Measurements: Take field measurements as required to fit the Work properly.

Recheck measurements before installing each product. Where portions of the Work are indicated to fi t to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work.

B. Space Requirements: Verify space requirements and dimensions o f items shown diagrammatically on Drawings.

C. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents caused by differing field conditions outside the control of Contractor, submit a request for information to Architect according to requirements in Section 013100 "Project Management and Coordination."

3.3 INSTALLATION
A. General: Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated.

1. Make vertical work plumb and make horizontal work level.

2. Where space is limited, install components to maximize space available for maintenance and ease of removal for replacement.

3. Conceal pipes, ducts, and wiring in finished areas unless otherwise indicated.

4. Maintain minimum headroom clearance of 96 inches in occupied spaces and 90 inches in unoccupied spaces.

B. Comply with manuf acturer's written instructions and recommendations for installing products in applications indicated.

C. Install products at the time and under conditions that will ensure the best possible results. Maintain conditions required for product performance until Substantial Completion.

D. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

EXECUTION 017300 - 5
E. Sequence the Work and allow adequate clearances to accommodate m ovement of construction items on site and placement in permanent locations.

F. Tools and Equipment: Where possible, select tools or equipment that minimize production of excessive noise levels.

G. Templates: Obtain and distribute to the parties involved templates for work specified to be factory prepared and field installed. Check Shop Drawings of other portions of the Work to confirm that adequate provisions are made for locating and installing products to comply with indicated requirements.

H. Attachment: Provide b locking and attachment plates and anchors and fasteners of adequate size and number to securely anchor each component in place, accurately located and aligned with other portions of the Work. Where size and type of attachments are not indicated, verify size and type required for load conditions.

1. Mounting Heights: Where mounting heights are not indicated, mount components at heights directed by Architect.

2. Allow for building movement, including thermal expansion and contraction.

3. Coordinate installation of anc horages. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation.

I. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connections together to form hairline joints.

J. Repair or remove and replace damaged, defective, or nonconforming Work.

1. Comply with Section 017700 "Closeout Procedures" for repairing or removing and replacing defective Work.

3.4 CUTTING AND PATCHING
A. Cutting and Patching, General: Employ skilled workers to perform cutting and patching.

Proceed with cutting and patching at the earliest feasible time, and complete without delay.

1. Cut in-place construction to provide for installation of other components or performance of other construction, and subsequently patch as required to restore surfaces to their original condition.

B. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during installation or cutting and patching operations, b y methods and with materials so as not to void existing warranties.

C. Temporary Support: Provide temporary support of work to be cut.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

EXECUTION 017300 - 6
D. Protection: Protect in-place construction during cutting and patching to prevent damage. Provide protection from adverse wea ther conditions for portions of Project that might be exposed during cutting and patching operations.

E. Adjacent Occupied Areas: Where interference with use of adjoining areas or interruption of free passage to adjoining areas is unavoidable, coordinate cutting and patching according to requirements in Section 011000 "Summary." F. Cutting: Cut in-place construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage elements retained or adjoining construction. If possible, review proposed procedures with original Installer; comply with original Installer's written recommendations.

1. In general, use hand or small power tools designed for sawing and grinding, not hammering and chopping. Cut holes and slots neatly to minimum size required, and with minimum distur bance of adjacent surfaces. Temporarily cover openings when not in use.

2. Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces.

3. Proceed with patching after construction operations requiring cutting are complete.

G. Patching: Patch construction by fi lling, repairing, refinishing, closing up, and similar operations following performance of other work. Patch with durable seams that are as invisible as practicable. Provide materials and comply with installation requirements specified in other Sections, where applicable.

1. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate physical integrity of installation.

2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into retained adjoini ng construction in a manner that will minimize evidence of patching and refinishing.

3. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a weathertight condition and ensures thermal and moisture integrity of building enclosure.

H. Cleaning: Clean areas and spaces where cutting and patching are performed. Remove paint, mortar, oils, putty, and similar materials from adjacent finished surfaces.

3.5 PROGRESS CLEANING
A. General: Clean Project site and work areas daily, including common areas. Enforce requirements strictly. Dispose of materials lawfully.

1. Comply with requirements in NFPA 241 for removal of combustible waste materials and debris.

2. Do not hold waste materials more than seven days during normal weather or three days if the temperature is expected to rise above 80 deg F.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

EXECUTION 017300 - 7

3. Containerize hazardous and unsanitary waste materials separately from other waste. Mark containers appropriately and dispose of legally, according to regulations.
a. Use containers intended for holding waste materials of type to be stored.

4. Coordinate progress cleaning for joint-use areas where Contractor and other contractors are working concurrently.

B. Site: Maintain Project site free of waste materials and debris.

C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work.

1. Remove liquid spills promptly.

2. Where dust would impair proper execution of the Work, broom -clean or vacuu m the entire work area, as appropriate.

D. Installed Work: Keep installed work clean. Clean installed surfaces according to written instructions of manufacturer or fabricator of product installed, using only cleaning materials specifically recommended. If spec ific cleaning materials are not recommended, use cleaning materials that are not hazardous to health or property and that will not damage exposed surfaces.

E. Concealed Spaces: Remove debris from concealed spaces before enclosing the space.

F. Waste Disposal: Do not bury or burn waste materials on-site. Do not wash waste materials down sewers or int o waterways. Comply with waste disposal requirements in Section 017419 "Construction Waste Management and Disposal." G. During handling and installation, clean and protect construction in progress and adjoining materials a lready in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion.

H. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the constructi on period. Adjust and lubricate operable components to ensure operability without damaging effects.

I. Limiting Exposures: Supervise construction operations to ensure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period.

3.6 PROTECTION OF INSTALLED CONSTRUCTION
A. Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

EXECUTION 017300 - 8
B. Protection of Existing Items: Provide protection and ensure that existing items to remain undisturbed by construction are maintained in condition that existed at commencement of the Work.

C. C omply with manufacturer's written instructions for temperature and relative humidity.

END OF SECTION 017300
CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

CLOSEOUT PROCEDURES 017700 - 1
SECTION 017700 - CLOSEOUT PROCEDURES
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY
A. Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the following:

1. Substantial Completion procedures.

2. Final completion procedures.

3. Warranties.

4. Final cleaning.

5. Repair of the Work.

B. Related Requirements:

1. Section 013233 "Photographic Documentation" for submitting final completion construction photographic documentation.

2. Section 017823 "Operation and Maintenance Data" for additional operation and maintenance manual requirements.

3. Section 017839 "Project Record Documents" for submitting Record Drawings, Record Specifications, and Record Product Data.

4. Section 017900 "Demonstration and Training" for requirements to train the Owner's maintenance personnel to adjust, operate, and maintain products, equipment, and systems.

1.3 ACTION SUBMITTALS
A. Product Data: For each type of cleaning agent.

B. Contractor's List of Incomplete Items: Initial submittal at Substantial Completion.

C. Certified List of Incomplete Items: Final submittal at final completion.

1.4 CLOSEOUT SUBMITTALS
A. Certificates of Release: From authorities having jurisdiction.

B. Certificate of Insurance: For continuing coverage.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

CLOSEOUT PROCEDURES 017700 - 2

1.5 MAINTENANCE MATERIAL SUBMITTALS
A. Schedule of Maintenance Material Items: For maintenance material submittal items specified in other Sections.

1.6 SUBSTANTIAL COMPLETION PROCEDURES
A. Contractor's List of Incomplete Items: Prepare and submit a list of items to be completed and corrected (Contractor's punch list), indicating the value of each item on the list and reasons why the Work is incomplete.

B. Submittals Prior to Substantial Completion: Complete the following a minimum of 10 days prior to requesting inspection for determining date of Substantial Completion. List items below that are incomplete at time of request.

1. Certificates of Release: Obtain and submit releases from authorities having jurisdiction permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases.

2. Submit closeout submittals specified in other Division 01 Sections, including project record documents, operation an d maintenance manuals, damage or settlement surveys, property surveys, and similar final record information.

3. Submit closeout submittals specified in individual Sections, including specific warranties, workmanship bonds, maintenance service agreements, fina l certifications, and similar documents.

4. Submit maintenance material submittals specified in individual Sections, including tools, spare parts, extra materials, and similar items, and deliver to location designated by Owner. Label with manufacturer's name and model number.
a. Schedule of Maintenance Material Items: Prepare and submit schedule of maintenance material submittal items, including name and quantity of each item and name and number of related Specification Section. Obtain Owner's signature for receipt of submittals.

C. Procedures Prior to Substantial Completion: Complete the following a minimum of 10 days prior to requesting inspection for determining date of Substantial Completion. List items below that are incomplete at time of request.

1. Advise Owner of pending insurance changeover requirements.

2. Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's personnel of changeover in security provisions.

3. Terminate and remove temporary facilities from Project site, al ong with mockups, construction tools, and similar elements.

4. Complete final cleaning requirements.

5. Touch up paint and otherwise repair and restore marred exposed finishes to eliminate visual defects.

D. Inspection: Submit a written request for inspection to determine Substantial Completion a minimum of 10 days prior to date the Work will be completed and ready for final CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

CLOSEOUT PROCEDURES 017700 - 3
inspection and tests. On receipt of request, Owner will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Architect or Owner, that must be completed or corrected before certificate will be issued.

1. Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.

2. Results of completed inspection will form the basis of requirements for final completion.

1.7 FINAL COMPLETION PROCEDURES
A. Submittals Prior to Final Completion: Before requesting final inspection for determining final completion, complete the following:

1. Submit a final Application for Payment according to Section 012900 "Payment Procedures."

2. Certified List of Incomplete Items: Submit certified copy of Architect's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Architect and Owner. Certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance.

3. Certificate of Insurance: Submit evi dence of final, continuing insurance coverage complying with insurance requirements.

4. Submit final completion photographic documentation.

B. Inspection: Submit a written request for final inspection to determine acceptance a minimum of 10 days prior to date the work will be completed and ready for final inspection and tests. On receipt of request, Owner will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued.

1. Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.

1.8 LIST OF INCOMPLETE ITEMS (PUNCH LIST)
A. Organization of List: Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor that are outside the limits of construction.

1. Include the following information at the top of each page:
a. Project name.
b. Date.
c. Name of Architect and Owner
d. Name of Contractor.
e. Page number.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

CLOSEOUT PROCEDURES 017700 - 4

2. Submit list of incomplete items in the following format:
a. MS Excel electronic file. Owner will return annotated file. b. PDF electronic file. Owner will return annotated file. c. Web-based project software upload. Utilize software feature for creating and updating list of incomplete items (punch list).
d. Elect ronic PDF copies. Owner will return annotated PDF file.

1.9 SUBMITTAL OF PROJECT WARRANTIES
A. Time of Submittal: Submit written warranties on request of Architect or Owner for designated portions of the Work where warranties are indicated to commence on dates other than date of Substantial Completion, or when delay in submittal of warranties might limit Owner's rights under warranty.

B. Partial Occupancy: Submit properly executed warranties within 15 days of completion of designated portions of the Work that are completed and occupied or used by Owner during construction period by separate agreement with Contractor.

C. Organize warranty documents into an orderly sequence based on the table of contents of Project Manual.

D. Warranty Electronic File: Provide warranties and bonds in PDF format. Assemble complete warranty and bond submittal package into a single electronic PDF file wi th bookmarks enabling navigation to each item. Provide bookmarked table of contents at beginning of document.

1. Submit on digital media acceptable to Owner by uploading to web-based project software site and via weblink by email to Owner.

E. Provide PDF’s of each warranty to include in operation and maintenance manuals.

PART 2 - PRODUCTS

2.1 MATERIALS
A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces.

1. Use cleaning products that comply with Green Seal's GS-37, or if GS -37 is not applicable, use products that comply with the California Code of Regulations maximum allowable VOC levels.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

CLOSEOUT PROCEDURES 017700 - 5
PART 3 - EXECUTION

3.1 FINAL CLEANING
A. General: Perform final cleaning. Conduct cleaning and waste-removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations.

B. Cleaning: Employ experienced workers or professional cleaners for final cleaning.

Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions.

1. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a designated portion of Project:
a. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances.
b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits.
c. Remove tools, construction equipment, machinery, and surplus material from Project site.
d. Clean exposed exterior hard-surfaced finishes to a dirt-free condition, free of stains, films, and similar foreign substances. Avoid disturbing natural weathering of exterior surfaces. Restore reflective surfaces to their original condition.
e. Remove labels that are not permanent.

C. Construction Waste Disposal: Comply with waste disposal requirements in Section 015000 "Temporary Facilities and Controls." and Section 017419 "Construction Waste Management and Disposal."

3.2 REPAIR OF THE WORK
A. Complete repair and restoration operations before requesting inspection for determination of Substantial Completion.

B. Repair, or remove and replace, defective construction. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment. Where damaged or worn items cannot be repaired or restored, provide replacements. Remove and replace operating components that cannot be repaired. Restore damaged construction and permanent facilities used during construction to specified condition.

1. R emove and replace chipped, scratched, and broken glass, reflective surfaces, and other project-damaged transparent materials.

2. Touch up and otherwise repair and restore marred or exposed finishes and surfaces.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

CLOSEOUT PROCEDURES 017700 - 6
a. Do not paint over "UL" and other required labels and identification, including mechanical and electrical nameplates. Remove paint applied to required labels and identification.

3. Replace parts subject to operating conditions during cons truction that may impede operation or reduce longevity.

END OF SECTION 017700
CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

OPERATION AND MAINTENANCE DATA 017823 - 1
SECTION 017823 - OPERATION AND MAINTENANCE DATA
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY
A. Section includes administrative and procedural requirements for preparing operation and maintenance manuals, including the following:

1. Product maintenance manuals.

B. Related Requirements:

1. Section 013300 "Submittal Procedures" for submitting copies of submittals for operation and maintenance manuals.

1.3 DEFINITIONS
A. System: An organized collection of parts, equipment, or subsystems united by regular interaction.

B. Subsystem: A portion of a system with characteristics similar to a system.

1.4 CLOSEOUT SUBMITTALS
A. Submit operation and maintenance manuals indicated. Provide content for each manual as specified in individual Specification Sections, and as reviewed and approved at the time of Section submittals. Submit reviewed manual content formatted and organized as required by this Section.

1. Owner will comment on whether content of operation and maintenance submittals is acceptable.

2. Where applicable, clarify and update reviewed manual content to correspond to revisions and field conditions.

B. Format: Submit operation and maintenance manuals in the following format:

1. Submit PDF doc uments by uploading to web-based project software site and send a web link via email to Owner. Enable reviewer comments on draft submittals.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

OPERATION AND MAINTENANCE DATA 017823 - 2

2. Submit PDF documents on a USB flash drive and deliver to owner’s representative.

C. Initial Manual Submittal: Submit draft copy of each manual at least thirty 30 days before commencing demonstration and training. Owner will comment on whether general scope and content of manual are acceptable.

D. Final Manual Submittal: Submit each manual in final form prior to requesting inspection for Substantial Completion and at least fifteen 15 days before commencing demonstration and training. Owner will return copy with comments in a digital format.

1. Correct or revise each manual to comply with Owner’s comments. Submit digital copies of each corrected manual within fifteen 15 days of receipt of Owner’s comments and prior to commencing demonstration and training.

E. Comply with Section 017700 "Closeout Procedures" for schedule for submitting operation and maintenance documentation.

1.5 FORMAT OF OPERATION AND MAINTENANCE MANUALS
A. Manuals, Electronic Files: Submit manuals in the form of a multiple file composite electronic PDF file for each manual type required. Provide a USB flash drive with all files sorted by O&M manual sections and renamed appropriately.

1. Electronic Files: Use electronic files prepared by manufacturer where av ailable.

Scanning of paper documents is required, configure scanned file for minimum readable file size.

2. File Names and Bookmarks: Bookmark individual documents based on file names. Name document files to correspond to system, subsystem, and equipment names used in manual directory and table of contents. Group documents for each system and subsystem into individual composite bookmarked files, then create composite manual, so that resulting bookmarks reflect the system, subsystem, and equipment names in a readily navigated file tree. Configure electronic manual to display bookmark panel on opening file.

1.6 PRODUCT MAINTENANCE MANUALS
A. Product Maintenance Manual: Assemble a complete set of maintenance data indicating care and maintenance of each product, material, and finish incorporated into the Work.

B. Content: Organize manual into a separate section for each product, material, and finish. Include source information, product information, maintenance procedures, repair materials and sources, and warranties and bonds, as described below.

C. Source Information: List each product included in manual, identified by product nam e and arranged to match manual's table of contents. For each product, list name, address, and telephone number of Installer or supplier and maintenance service agent, and cross -reference Specification Section number and title in Project Manual and drawing or schedule designation or identifier where applicable.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

OPERATION AND MAINTENANCE DATA 017823 - 3
D. Product Information: Include the following, as applicable:

1. Product name and model number.

2. Manufacturer's name.

3. Color, pattern, and texture.

4. Material and chemical composition.

5. Reordering information for specially manufactured products.

E. Maintenance Procedures: Include manufacturer's written recommendations and the following:

1. Inspection procedures.

2. Types of cleaning agents to be used and methods of cleaning.

3. List of cleaning agents and methods of cleaning detrimental to product.

4. Schedule for routine cleaning and maintenance.

5. Repair instructions.

F. Repair Materials and Sources: Include lists of materials and local sources of materials and related services.

G. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditions that would affect validity of warranties or bonds.

1. Include procedures to follow and required notifications for warranty claims.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 017823
CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

PROJECT RECORD DOCUMENTS 017839 - 1
SECTION 017839 - PROJECT RECORD DOCUMENTS
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY
A. Section includes administrative and procedural requirements for project record documents, including the following:

1. Record Drawings.

2. Record Specifications.

3. Record Product Data.

4. Miscellaneous record submittals.

B. Related Requirements:

1. Section 017300 "Execution" for final property survey.

2. Section 017700 "Closeout Procedures" for general closeout procedures.

3. Section 017823 "Operation and Maintenance Data" for operation and maintenance manual requirements.

1.3 CLOSEOUT SUBMITTALS
A. Record Drawings: Comply with the following:

1. Number of Copies: Submit one set of marked-up record prints.

2. Number of Copies: Submit copies of record Drawings as follows:
a. Initial Submittal:
1) Submit PDF electronic files of scanned record prints and one set of file prints.
2) Owner will indicate whether general scope of changes, additional information recorded, and quality of drafting are acceptable. b. Final Submittal:
1) Submit PDF electronic files of scanned record prints and one set of prints.
2) Print each drawing, whether or not changes and additional information were recorded.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

PROJECT RECORD DOCUMENTS 017839 - 2
B. Record Specifications: Submit annotated PDF electronic files of Project's Specifications, including addenda and contract modifications.

C. Record Product Data: Submit annotated PDF electronic files and directories of each submittal.

1. Submit scan s of marked-up Product Data as a component of manual.

D. Miscellaneous Record Submittals: See other Specification Sections for miscellaneous record-keeping requirements and submittals in connection with various construction activities. Submit annotated PDF electronic files and directories of each submittal.

E. Reports: Submit written report monthly indicating items incorporated into project record documents concurrent with progress of the Work, including revisions, concealed conditions, field changes, product selections, and other notations incorporated.

1.4 RECORD DRAWINGS
A. Record Prints: Maintain one set of marked-up paper copies of the Contract Drawings and Shop Drawings, incorporating new and revised drawings as modifications are issued.

1. Preparation: Mark record prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to provide information for preparation of corresponding marked-up record prints. a. Give particular attention to information on concealed elements that would be difficult to identify or measure and record later.
b. Accurately record information in an acceptable drawing technique. c. Record data as soon as possible after obtaining it.
d. Record and check the markup before enclosing concealed installations. e. Cross-reference record prints to corresponding photographic documentation.

2. Content: Types of items requiring marking include, but are not limited to, the following:
a. Dimensional changes to Drawings.
b. Revisions to details shown on Drawings.
c. Changes made by Change Order or Construction Change Directive (CCD). d. Changes made following Owner’s written orders.
e. Details not on the original Contract Drawings.

3. Mark the Contract Drawings and Shop Drawings completely and accurately. Use personnel proficient at recording graphic information in production of marked-up record prints.

4. Mark record sets with erasable, red-colored pencil. Use other colors to distinguish between changes for different categories of the Work at same location.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

PROJECT RECORD DOCUMENTS 017839 - 3

5. Mark important additional information that was either shown schematically or omitted from original Drawings.

6. Note Construction Change Directive numbers, alternate numbers, Change Order numbers, and similar identification, where applicable.

B. Record Digital Data Files: Immediately before inspection for Certificate of Substantial Completion, review marked-up record prints with Owner. When authorized, prepare a full set of corrected digital data files of the Contract Drawings, as follows:

1. Format: Same digital data software program, version, and operating system as the original Contract Drawings.

2. Format: DWG Version 2015 or newer, Microsoft Windows operating system.

3. Format: Annotated PDF electronic file with comment function enabled.

4. Incorporate changes and additional information previously marked on record prints. Delete, redraw, and add details and notations where applicable.

5. Refer instances of uncertainty to Owner for resolution.

6. Owner will furnish Contractor with one set of digital data files of the Contract Drawings for use in recording information.
a. See Section 013100 "Project Management and Coordination" for requirements related to use of Architect's digital data files. b. Architect/Owner will provide data file layer information. Record markups in separate layers.

C. Format: Identify and date each record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location.

1. Record Prints: Organize record prints into manageable sets. Bind each set with durable paper cover sheets. Include identification on cover sheets.

2. Format: Annotated PDF electronic file with comment function enabled.

3. Record Digital Data Files: Organize digital data information into separate electronic files that correspond to each sheet of the Contract Drawings. Name each file with the sheet identifi cation. Include identification in each digital data file.

4. Identification: As follows:
a. Project name.
b. Date.
c. Designation "PROJECT RECORD DRAWINGS."
d. Name of Architect and Owner.
e. Name of Contractor.

1.5 RECORD SPECIFICATIONS
A. Preparation: Mark Specifications to indicate the actual product installation where installation varies from that indicated in Specifications, addenda, and contract modifications.

1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

PROJECT RECORD DOCUMENTS 017839 - 4

2. Mark copy with the proprietary name and model number of products, materials, and equipment furnished, including substitutions and product options selected.

3. Record the name of manufacturer, supplier, Installer, and other information necessary to provide a record of selections made.

4. For each principal product, indicate whether record Product Data has been submitted in operation and maintenance manuals instead of submitted as record Product Data.

5. Note related Change Orders and record Drawings where applicable.

B. Format: Submit record Specifications as annotated PDF electronic file or scanned PDF electronic file(s) of marked-up paper copy of Specifications.

1.6 RECORD PRODUCT DATA
A. Recording: Maintain one copy of each submittal during the construction period for project record document purposes. Post changes and revisions to project record documents as they occur; do not wait until end of Project.

B. Preparation: Mark Product Data to indicate the actual product installation where installation varies substantially from that indicated in Product Data submittal.

1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later.

2. I nclude significant changes in the product delivered to Project site and changes in manufacturer's written instructions for installation.

3. Note related Change Orders , record Specifications, and record Drawings where applicable.

C. Format: Submit record Product Data as scanned PDF electronic file(s) of marked-up paper copy of Product Data.

1. Include record Product Data directory organized by Specification Section number and title, electronically linked to each item of record Product Data.

1.7 MISCELLANEOUS RECORD SUBMITTALS
A. Assemble miscellaneous records required by other Specification Sections for miscellaneous record keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous records and identify each, ready for continued use and reference.

B. Format: Submit miscellaneous record submittals as PDF electronic file.

1. Include miscellaneous record submittals directory organized by Specification Section number and title, electronically linked to each item of miscellaneous record submittals.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

PROJECT RECORD DOCUMENTS 017839 - 5

1.8 MAINTENANCE OF RECORD DOCUMENTS
A. Maintenance of Record Documents: Store record documents in the field office apart from the Contract Documents used for construction. Do not use project record documents for construction purposes. Maintain record documents in good order and in a clean, dry, legible condition, protected from deterioration and loss. Provide access to project record documents for Owner’s reference during normal working hours.

PART 2 - PRODUCTS
PART 3 - EXECUTION
END OF SECTION 017839
CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

DEMONSTRATION AND TRAINING 017900 - 1
SECTION 017900 - DEMONSTRATION AND TRAINING
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY
A. Section includes administrative and procedural requirements for instructing Owner's personnel, including the following:

1. Instruction in maintenance of installed product.

1.3 QUALITY ASSURANCE
A. Facilitator Qualifications: A firm or individual experienced in training or educating maintenance personnel in a training program similar in content and extent to that indicated for this Project, and whose work has resulted in training or education with a record of successful learning performance.

B. Instructor Qualifications: A factory -authorized service representative, complying with requirements in Section 014000 "Quality Requirements," experienced in operation and maintenance procedures and training.

C. Pre-instruction Conference: Conduct conference at Project site to comply with requirements in Section 013100 "Project Management and Coordination." Review methods and procedures related to demonstration and training including, but not limited to, the following:

1. I nspect and discuss locations required for instruction.

2. Review and finalize instruction schedule and verify availability of educational materials, instructors' personnel, audiovisual equipment, and facilities needed to avoid delays.

3. Review required content of instruction.

4. For instruction that must occur outside, review weather and forecasted weather conditions and procedures to follow if conditions are unfavorable.

1.4 COORDINATION
A. Coordinate instruction schedule with Owner's operations. Adjust schedule as required to minimize disrupting Owner's operations and to ensure availability of Owner's personnel.

CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

DEMONSTRATION AND TRAINING 017900 - 2
B. Coordinate instructors, including providing notification of dates, times, length of instruction time, and course content.

C. Coordinate content of training modules with content of approved emergency, operation, and maintenance manuals. Do not submit instruction program until operation and maintenance data have been reviewed and approved by Architect.

1.5 INSTRUCTION PROGRAM
A. Program Struc ture: Develop an instruction program that includes individual training modules for each system and for equipment not part of a system, as required by individual Specification Sections.

B. Training Modules: Develop a learning objective and teaching outline for each module.

Include a description of specific skills and knowledge that participant is expected to master. For each module, include instruction for the following as applicable to the system, equipment, or component:

1. Documentation: Review the following items in detail:
a. Product maintenance manuals.
b. Project Record Documents.
c. Warranties and bonds.
d. Maintenance service agreements and similar continuing commitments.

2. Maintenance: Include the following:
a. Inspection procedures.
b. Types of cleaning agents to be used and methods of cleaning. c. List of cleaning agents and methods of cleaning detrimental to product. d. Procedures for routine cleaning.
e. Procedures for preventive maintenance.
f. Proced ures for routine maintenance.
g. Instruction on use of special tools.

3. Repairs: Include the following:
a. Diagnosis instructions.
b. Repair instructions.
c. Disassembly; component removal, repair, and replacement; and reassembly instructions.
d. Instructions for identifying parts and components.
e. Review of spare parts needed for operation and maintenance.

1.6 PREPARATION
A. Assemble educational materials necessary for instruction, including documentation and training module. Assemble training modules into a training manual organized in coordination with requirements in Section 017823 "Operation and Maintenance Data." CITY OF SACRAMENTO AN-20063
FAIRBAIRN WATER TREATMENT PLANT-EXTERIOR IMPROVEMENTS 5-11-21

DEMONSTRATION AND TRAINING 017900 - 3

1.7 INSTRUCTION
A. Facilitator: Engage a qualified facilitator to prepare instruction program and training modules, to coordinate instructors, and to coordinate between Contractor and Owner for number of participants, instruction times, and location.

B. Engage qualified instructors to instruct Owner's personnel to maintain installed product.

1. Owner will furnish Contractor with names and positions of participants.

C. Scheduling: Provide instruction at mutually agreed-on times.

1. Schedule training with Owner, through Construction Manager, with at least seven days' advance notice.

D. Training Location and Reference Material: Conduct training on-site in the compl eted and fully operational facility using the actual product in-place. Conduct training using final operation and maintenance data submittals.

E. Cleanup: Collect used and leftover educational materials and remove from Project site.

Remove instructional equipment. Restore systems and equipment to condition existing before initial training use.

PART 2 - PRODUCTS
PART 3 - EXECUTION
END OF SECTION 017900

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

SELECTIVE DEMOLITION 024119 – 1

SECTION 02 4119 - SELECTIVE DEMOLITION

GENERAL

1.1 SUMMARY
A. Section Includes:

1. Demolition and removal of selected portions of building or structure.

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

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

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

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

1.3 PREINSTALLATION MEETINGS
A. Pre-demolition Conference: Conduct conference at Project site.

1.4 INFORMATIONAL SUBMITTALS
A. Engineering Survey: Submit engineering survey of condition of building.

B. Proposed Protection Measures: Submit report, including Drawings, that indicates the measures proposed for protecting individuals and property, for environmental protection, for dust control and, for noise control. Indicate proposed locations and construction of barriers.

C. Schedule of selective demolition activities with starting and ending dates for each activit y.

Include the following:

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

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

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

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

D. Pre-demolition photographs or video. Show existing conditions of adjoining construction and site improvements, including finish surfaces that might be misconstrued as damage caused by selective demolition operations.

E. Statement of Refrigerant Recovery: Signed by refrigerant recovery technician.

1.5 CLOSEOUT SUBMITTALS
A. Inventory of items that have been removed and salvaged.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

SELECTIVE DEMOLITION 024119 – 2

1.6 QUALITY ASSURANCE
A. Refrigerant Recovery Technician Qualifications: Certified by an EPA-approved certification program.

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

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

D. Standards: Comply with ANSI A10.6 and NFPA 241.

E. Pre-demolition Conference: Conduct conference at Project site to comply with requirements in Division 01 Section "Project Management and Coordination." Review methods and procedures related to selective demolition including, but not limited to, the following:

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

2. Review structural load limitations of existing structure.

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

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

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

1.7 FIELD CONDITIONS
A. Owner will occupy portions of building immediately adjacent to selective demolition area.

Conduct selective demolition so Owner's operations will not be disrupted.

B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical.

C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition.

D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work.

1. If suspected hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a separate contract.

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

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

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

G. Arrange selective demolition schedule so as not to interfere with Owner's operations.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

SELECTIVE DEMOLITION 024119 – 3

1.8 WARRANTY
A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during selective demolition, by methods and with materials and using approved contractors so as not to void existing warranties.

PRODUCTS

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

B. Standards: Comply with ASSE A10.6 and NFPA 241.

EXECUTION

3.1 EXAMINATION
A. Prior to selective demolition operations, verify that any utilities impacted by scope of work have been disconnected and capped.

B. Perform an engineering survey of condition of building to determine whether removing any element might result in structural deficiency or unplanned collapse of any portion of structure or adjacent structures during selective building demolition operations.

C. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict.

Promptly submit a written report to Architect.

D. Inventory and record the condition of items to be removed and salvaged.

3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS
A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage.

B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and seal or cap off utility services and mechanical/electrical systems serving areas to be selectively demolished.

1. Owner will arrange to shut off indicated services/systems when requested by Contractor.

2. Arrange to shut off utilities with utility companies.

3. If services/systems are required to be removed, relocated, or abandoned, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of building.

4. Disconnect, demolish, and remove plumbing, electrical equipment, and components indicated on Drawings to be removed.
a. Piping to Be Removed: Remove portion of piping indicated to be removed and cap or plug remaining piping with same or compatible piping material. b. Piping to Be Abandoned in Place: Drain piping and cap or plug piping with same or compatible piping material and leave in place.
c. Equipment to Be Removed: Disconnect and cap services and remove equipment.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

SELECTIVE DEMOLITION 024119 – 4

d. Equipment to Be Removed and Reinstalled: Disconnect and cap services and remove, clean, and store equipment; when appropriate, reinstall, reconnect, and make equipment operational.
e. Equipment to Be Removed and Salvaged: Disconnect and cap services and remove equipment and deliver to Owner.

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

B. Temporary Shoring: Design, provide, and maintain shoring, bracing, and structural supp orts as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished.

C. Remove temporary barricades and protections where hazards no longer exist.

D. Items of protection shall not interrupt any existing egress or fire life safety element required for the building to maintain operation during construction.

3.4 SELECTIVE DEMOLITION
A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows:

1. Neatly cut openings and holes plumb, square, and true to dimensions requir ed. Use cutting methods least likely to damage construction to remain or adjoining construction.

Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping. Temporarily cover openings to remain.

2. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces.

3. Do not use cutting torches until work area is cleared of flammable materials. At concealed spacesverify condition and contents of hidden space before starting flame- cutting operations. Maintain portable fire-suppression devices during flame-cutting operations.

4. Maintain fire watch during and for at leasttwo hours after flame-cutting operations.

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

6. Dispose of demolished items and materials promptly. Comply with requirements in Section 01 7419 "Construction Waste Management and Disposal." B. Site Access and Temporary Controls: Conduct selective demolition and debris -removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

C. Removed Items:

1. Roof Drain with sump pan as indicated on drawings

2. Roof at canopy as indicated on drawings

3. Coping cap as indicated on drawings
COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

SELECTIVE DEMOLITION 024119 – 5

4. Scupper as indicated on drawings

D. Removed and Salvaged Items:

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 Owner.

4. Transport items to Owner's storage area designated by Owner.

5. Protect items from damage during transport and storage.

E. Removed and Reinstalled Items:

1. Clean and repair items to functional condition adequate for intended reuse.

2. Pack or crate items after cleaning and repairing. Identify contents of containers.

3. Protect items from damage during transport and storage.

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

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

3.5 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS A. Cement plaster: Demolish in small sections that will limit damage to adjacent materials . Cut cement plaster to a depth of at least 1/2 inch at junctures with construction to remain, using power-driven saw, chisel or hand tool. Dislodge cement plaster from substrate at perimeter of area being demolished, cut lath, and then remove remainder of cement plaster indicated for selective demolition. Carefully inspect all substrates and remove where damage is observed.

Neatly trim openings where indicated.

B. Notify Architect of any damage discovered during construction that is not indicated on drawings. Unforseen water damage can include the following: rusted metal studs or structural members, rusted fasteners within wall cavities, mold growth on substrates, compromised sheathing material.

C. Flashing: cut area to be demolished, then remove.

3.6 SELECTIVE DEMOLITION SCHEDULE
A. See demolition plan for details on the removal, protection, and all site preparation activities.

Notify Architect of any item to be salvaged or reinstalled that are not able to be salvaged. Below are a few selected items of interest as noted on the plans:

1. Existing Items to Be Removed:
a. damaged portion of cement plaster and sheathing
b. roof drains and scuppers
c. canopy roofing
COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

SELECTIVE DEMOLITION 024119 – 6

2. Existing Items to be Removed and Reinstalled:
a. building mounted light fixtures
b. Building mounted signs
c. Building mounted hose bibs

3. Existing Items to Remain Undisturbed:
a. Trees based on scope noted on the drawings
b. Existing light fixtures at soffits as shown
c. Existing building mounted cameras
d. Building mounted outlet covers

3.7 CLEANING
A. Remove demolition waste materials from Project site and dispose of them in an EPA-approved construction and demolition waste landfill acceptable to authorities having jurisdiction. and recycle or dispose of them according to Section 01 7419 "Construction Waste Management and Disposal."

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

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

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

4. Comply with requirements specified in Section 01 7419 "Construction Waste Management and Disposal."
B. Burning: Do not burn demolished materials.

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

END OF SECTION 02 4119
COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

COLD-FORMED METAL FRAMING 054000 – 1

SECTION 054000 - COLD-FORMED METAL FRAMING
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY
A. This Section includes the following:

1. Exterior non-load-bearing wall framing.

1.3 SUBMITTALS
A. Product Data: For each type of cold-formed metal framing product and accessory indicated.

B. Product Test Reports: From a qualified testing agency, unless otherwise stated, indicating that each of the following complies with requirements, based on evaluation of comprehensive tests for current products:

1. Steel sheet.

2. Mechanical fasteners.

3. Miscellaneous structural clips and accessories.

C. Research/Evaluation Reports: For cold-formed metal framing.

1.4 QUALITY ASSURANCE
A. Testing Agency Qualifications: An independent testing agency, acceptable to authorities having jurisdiction, qualified according to ASTM E 329 to conduct the testing indicated.

B. Product Tests: Mill certificates or data from a qualified independent testing agency[ , indicating steel sheet complies with requirements, including base -metal thickness, yield strength, tensile strength, total elongation, chemical requirements, and metallic-coating thickness.

1.5 DELIVERY, STORAGE, AND HANDLING
A. Protect cold -formed metal framing from corrosion, deformation, and other damage during delivery, storage, and handling.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

COLD-FORMED METAL FRAMING 054000 – 2

B. Store cold -formed metal framing, protect with a waterproof covering, and ventilate to avoid condensation.

PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering cold-formed metal framing that may be incorporated into the Work include, but are not limited to, the following:

B. Manufacturers: Subject to compliance with requirements, provide cold -formed metal framing by one of the following:

1. Allied Studco.

2. AllSteel Products, Inc.

3. California Expanded Metal Products Company.

4. Clark Steel Framing.

5. Consolidated Fabricators Corp.; Building Products Division.

6. Craco Metals Manufacturing, LLC.

7. Custom Stud, Inc.

8. Dale/Incor.

9. Design Shapes in Steel.

10. Dietrich Metal Framing; a Worthington Industries Company.

11. Formetal Co. Inc. (The).

12. Innovative Steel Systems.

13. MarinoWare; a division of Ware Industries.

14. Quail Run Building Materials, Inc.

15. SCAFCO Corporation.

16. Southeastern Stud & Components, Inc.

17. Steel Construction Systems.

18. Steeler, Inc.

19. Super Stud Building Products, Inc.

20. United Metal Products, Inc.

2.2 MATERIALS
A. Steel Sheet: ASTM A 1003/A 1003M, Structural Grade as indicated per plans , Type H, metallic coated, of grade and coating weight as follows:

1. Coating: G90 (Z275)

2.3 FRAMING ACCESSORIES
A. Fabricate steel -framing accessories from steel sheet, ASTM A 1003/A 1003M, Structural Grade, Type H, metallic coated, of same grade and coating weight used for framing members.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

COLD-FORMED METAL FRAMING 054000 – 3

B. Provide accessories of manufacturer's standard thickness and configuration, unless otherwise indicated, as follows:

1. Supplementary framing.

2. Bracing, bridging, and solid blocking.

3. Anchor clips.

4. End clips.

5. Foundation clips.

2.4 MISCELLANEOUS MATERIALS
A. Shims: Load bearing, high-density multimonomer plastic, nonleaching.

2.5 FABRICATION
A. Fabricate cold-formed metal framing and accessories plumb, square, and true t o line, and with connections securely fastened, according to referenced AISI's specifications and standards, manufacturer's written instructions, and requirements in this Section.

1. Fabricate framing assemblies using jigs or templates.

2. Cut framing members by sawing or shearing; do not torch cut.

3. Fasten cold -formed metal framing members by welding, screw fastening, clinch fastening, or riveting as standard with fabricator. Wire tying of framing members is not permitted.

a. Locate mechanical fasteners and install according to Shop Drawings, with screw penetrating joined members by not less than three exposed screw threads.

4. Fasten other materials to cold -formed metal framing by welding, bolting, or screw fastening, according to the Manufacturer’s recommendations.

B. Reinforce, stiffen, and brace framing assemblies to withstand handling, d elivery, and erection stresses. Lift fabricated assemblies to prevent damage or permanent distortion.

C. Fabrication Tolerances: Fabricate assemblies level, plumb, and true to line to a maximum allowable tolerance variation of 1/8 inch in 10 feet (1:960) and as follows:

1. Spacing: Space individual framing members no more than plus or minus 1/8 inch (3 mm) from plan location. Cumulative error shall not exceed minimum fastening requirements of sheathing or other finishing materials.

2. Squareness: Fabricate each cold -formed metal framing assembly to a maximum out -of- square tolerance of 1/8 inch (3 mm).

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

COLD-FORMED METAL FRAMING 054000 – 4

PART 3 - EXECUTION

3.1 EXAMINATION
A. Examine supporting substrates and abutting structural framing for compliance with requirements for installation tolerances and other conditions affecting performance.

1. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 INSTALLATION, GENERAL
A. Cold-formed metal framing may be shop or field fabricated for installation, or it may be field assembled.

B. Install cold -formed metal framing according to AISI's "Standard for Cold -Formed Steel Framing - General Provisions" and to manufacturer's written instructions unless more stringent requirements are indicated.

C. Install shop - or field -fabricated, cold -formed framing and securely anchor to supporting structure.

1. Screw, bolt, or weld wall panels at horizontal and vertical junctures to produce flush, even, true -to-line joints with maximum variation in p lane and true position between fabricated panels not exceeding 1/16 inch (1.6 mm).

D. Install cold -formed metal framing and accessories plumb, square, and true to line, and with connections securely fastened.

1. Cut framing members by sawing or shearing; do not torch cut.

2. Fasten cold -formed metal framing members by welding, screw fastening, clinch fastening, or riveting. Wire tying of framing members is not permitted. a. Comply with AWS D1.3 requirements and procedures for welding, appearance and quality of welds, and methods used in correcting welding work. b. Locate mechanical fasteners and install according to Shop Drawings, and complying with requirements for spacing, edge distances, and screw penetration.

E. Install framing members in one -piece lengths unless splice connections are indicated for track or tension members.

F. Install temporary bracing and supports to secure framing and support loads comparable in intensity to those for which st ructure was designed. Maintain braces and supports in place, undisturbed, until entire integrated supporting structure has been completed and permanent connections to framing are secured.

G. Do not bridge building expansion and control joints with cold -formed metal framing.

Independently frame both sides of joints.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

COLD-FORMED METAL FRAMING 054000 – 5

H. Erection Tolerances: Install cold -formed metal framing level, plumb, and true to line to a maximum allowable tolerance variation of 1/8 inch in 10 feet (1:960) and as follows:

3.3 EXTERIOR NON-LOAD-BEARING WALL INSTALLATION
A. Install miscellaneous framing and conn ections, including clip angles, continuous angles, anchors, fasteners, and stud girts, to provide a complete and stable wall-framing system.

3.4 FIELD QUALITY CONTROL
A. Testing: Owner will engage a qualified independent testing and inspecting agency to perform field tests and inspections and prepare test reports.

B. Testing agency will report test results promptly and in writing to Contractor and Architect.

C. Remove and replace work where test results indicate that it does not comply with specified requirements.

D. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements.

3.5 REPAIRS AND PROTECTION
A. Galvanizing Repairs: Prepare and repair damaged galvanized coatings on fabricated and installed cold-formed metal framing with galvanized repair paint according to ASTM A 780 and manufacturer's written instructions.

B. Provide final protection and maintain conditions, in a manner acceptable to manufacturer and Installer, that ensure that cold -formed metal framing is without damage or deterioration at time of Substantial Completion.

END OF SECTION 054000
COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

SHEATHING 061600 – 1

SECTION 061600 - SHEATHING

1.1 SUMMARY
A. Section Includes:

1. Fiberglass-mat faces, moisture and mold resistant gypsum wall sheathing.

2. Sheathing joint and penetration treatment.

B. Unit Prices:

1.2 REFERENCES
A. A. ASTM International (ASTM):

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

SHEATHING 061600 – 2

1. ASTM C473 Standard Test Methods for Physical Testing of Gypsum Panel Project Name/Number/Date 06 16 43-2 Gypsum Sheathing Products.

2. ASTM C518 Standard Test Method for Steady-State Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus.

3. ASTM C1002 Standard Specification for Steel Self -Piercing Tapping Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs.

4. ASTM C1177 Standard Specification for Glass Mat Gypsum Substrate for Use as Sheathing.

5. ASTM C1280 Standard Specification for Application of Gypsum Sheathing.

6. ASTM D3273 Standard Test Method for Resistance to Growth of Mold on the Surface of Interior Coatings in an Environmental Chamber.

7. ASTM D6329 Standard Guide for Developing Methodology for Evaluating the Ability of Indoor Materials to Support Microbial Growth Using Static Environmental Chambers.

8. ASTM E72 Standard Test Methods of Conducting Strength Tests of Panels for Building Construction.

9. ASTM E96 Standard Test Methods for Water Vapor Transmission of Materials.

10. ASTM C1396 Standard Specification for Gypsum Board

11. ASTM E 136 Standard Test Method for Behavior of Materials in a Vertical Tube Furnace at 750°C

B. Gypsum Association (GA): GA-253 Application of Gypsum Sheathing.

1.3 ACTION SUBMITTALS
A. Product Data: Manufacturer’s specifications and installation instructions for each product specified
COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

SHEATHING 061600 – 3

1.4 WARRANTY
A. Provide products that offer twelve months of coverage against in-place exposure damage (delamination, deterioration and decay) commencing with the date of installation of the product in such structure.

B. Manufacturer’s warranty:

1. Five years against manufacturing defects from the date of purchase of the product

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

2.2 WALL SHEATHING

A. Glass-Mat Gypsum Sheathing: ASTM C1177/C1177M.

1. Fiberglass-Mat Faced Gypsum Sheathing: ASTM C1177:

2. Type and Thickness:Regular, 1/2 inch (13 mm)thick. Match existing thickness.

3. Width: 4 feet

4. Length: 8 feet

5. Weight: 1.9 lb/sq.ft.

6. Edges: Square

7. Surfacing: Fiberglass mat on face, back, and long edges

8. Racking Strength: not less than 540 punds per square foot, dry.

9. Flexural strength: 80lbf, parallel

10. Humidified deflection: not more than 2/8 inch.

11. Permeance: Not less than 23 perms

12. R-Value: 0.56

13. Mold Resistance: 10, in a test as manufactured

14. Microbial Resistance: will not support microbial growth

15. Acceptable products:
a. ½” DensGlass Sheathing, Georgia-Pacific Gypsum LLC. Or equal b. USG Corporation
c. National Gypsum company

2.3 FASTENERS
A. General: Provide fasteners of size and type indicated that comply with requirements specified in this article for material and manufacture.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

SHEATHING 061600 – 4

1. For wall sheathing, provide fasteners with hot -dip zinc coating complying with ASTM A153/A153M

2.4 SHEATHING JOINT-AND-PENETRATION TREATMENT MATERIALS A. Sealant for Glass-Mat Gypsum Sheathing: Elastomeric, medium -modulus, neutral -curing silicone joint sealant compatible with joint substrates formed by gypsum sheathing and other materials, recommended by sheathing manufacturer for application indicated and complying with requirements for elastomeric sealants specified in Section 079200 "Joint Sealants." B. Sealant for Glass -Mat Gypsum Sheathing: Silicone emulsion sealant complying with ASTM C834, compatible with sheathing tape and sheathing and recommended by tape and sheathing manufacturers for use with glass -fiber sheathing tape and for covering exposed fasteners.

1. Sheathing Tape: Self-adhering glass-fiber tape, minimum 2 inches (50 mm) wide, 10 by 10 or 10 by 20 threads/inch (390 by 390 or 390 by 780 threads/m), of type recommended by sheathing and tape manufacturers for use with silicone emulsion sealant in sealing joints in glass-mat gypsum sheathing and with a history of successful in-service use.

PART 3 - EXECUTION

3.1 INSTALLATION, GENERAL
A. Do not use materials with defects that impair quality of sheathing or pie ces that are too small to use with minimum number of joints or optimum joint arrangement. Arrange joints so that pieces do not span between fewer than three support members.

B. Cut panels at penetrations, edges, and other obstructions of work; fit tightly against abutting construction unless otherwise indicated.

C. Securely attach to substrate by fastening as indicated, complying with the following:

1. ICC-ES evaluation report for fastener and California Building Code D. Coordinate wall, parapet, soffit and canopy sheathing installation with flashing and joint-sealant installation so these materials are installed in seq uence and manner that prevent exterior moisture from passing through completed assembly.

E. Do not bridge building expansion joints; cut and space edges of panels to match spacing of structural support elements.

3.2 WOOD STRUCTURAL PANEL INSTALLATION
A. General: Comply with applicable recommendations in APA Form No. E30, "Engineered Wood Construction Guide," for types of structural-use panels and applications indicated.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

SHEATHING 061600 – 5

B. Fastening Methods: Fasten panels as indicated below:

1. Wall and Roof Sheathing:
a.
b. Screw to cold-formed metal framing.
c. Space panels 1/8 inch (3 mm) apart at edges and ends.

3.3 GYPSUM SHEATHING INSTALLATION
A. Comply with GA-253 and with manufacturer's written instructions.

1. Fasten gypsum sheathing to cold-formed metal framing with screws.

2. Install panels with a 3/8-inch (9.5-mm) gap where non -load-bearing construction abuts structural elements.

3. Install panels with a 1/4-inch (6.4-mm) gap where they abut masonry or similar materials that might retain moisture, to prevent wicking.

B. Seal sheathing joints according to sheathing manufacturer's written instructions.

1. Apply elastomeric sealant to joints and fasteners and trowel flat. Apply sufficient amount of sealant to completely cover joints and fasteners after troweling. Seal other penetrations and openings.

2. Apply glass -fiber sheathing tape to glass -mat gypsum sheathing joints and apply and trowel sealant to embed entire face of tape in sealant. Apply sealant to exposed fasteners with a trowel so fasteners are completely covered. Seal other penetrations and openings.

END OF SECTION 061600
COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

ROOFING PATCH & REPAIR 070150 – 1

SECTION 070150 – ROOFING PATCH & REPAIR
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes:

1. Patch and repair of existing roofing system at new roof drains and parapets as indicated

2. Roofing membrane.

3. Roof insulation.

1.2 MATERIALS OWNERSHIP
A. Except for items or materials indicated to be reused, reinstalled, or otherwise indicated to remain Owner's property, demolished materials shall become Contractor's property and shall be removed from Project site.

1.3 DEFINITIONS
A. Roofing Terminology: Refer to ASTM D 1079 and glossary in NRCA's "The NRCA Roofing a nd Waterproofing Manual" for definition of terms related to roofing work in this Section.

B. Existing Membrane Roofing System: Membrane roofing, roof insulation, surfacing, and components and accessories between deck and roofing membrane.

C. Partial Roof Tear-Off: Removal of a portion of existing membrane roofing system from deck or removal of selected components and accessories from existing membrane roofing system due new construction.

D. Remove: Detach items from existing construction and legally dispose of th em off -site unless indicated to be removed and reinstalled.

E. Existing to Remain: Existing items of construction that are not indicated to be removed.

1.4 ACTION SUBMITTALS
A. Product Data: For each type of product indicated.

B. Temporary Roofing: Include Product Data and description of temporary roofing system. If temporary roof will remain in place, submit surface preparation requirements needed to receive permanent roof, and submit a letter from roofing membrane manufacturer stating acceptance of the temporary membrane and that its inclusion will not adversely affect the roofing system's resistance to fire and wind.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

ROOFING PATCH & REPAIR 070150 – 2

1.5 INFORMATIONAL SUBMITTALS
A. Qualification Data: For Installer as app roved by manufacturer to work on existing roofing system.

B. Fastener pull-out test report.

C. Photographs or Videotape: Show existing cond itions of adjoining construction and site improvements, including exterior and interior finish surfaces that might be misconstrued as having been damaged by roofing operations. Submit before Work begins.

D. Landfill Records: Indicate receipt and acceptance of hazardous wastes, such as asbestos - containing material, by a landfill facility licensed to accept hazardous wastes.

1.6 QUALITY ASSURANCE
A. Installer Qualifications: Installer of new membrane roofing system approved by manufacturer to work on existing roofing.

B. Regulatory Requirements: Comply with governing EPA notification regulations before beginning membrane roofing re moval. Comply with hauling and disposal regulations of authorities having jurisdiction.

1.7 PROJECT CONDITIONS
A. Owner will occupy portions of building immediately below roofing area. Conduct roofing so Owner's operations will not be disrupted. Provide Owner with not less than 72 hours’ notice of activities that may affect Owner's operations.

1. Coordinate work activities daily with Owner so Owner can place protective dust or water leakage covers over sensitive equipment or furnishings, shut down HVAC and fire -alarm or -detection equipment if needed, and evacuate occupants from below the work area.

2. Before working over structurally impaired areas of deck, notify O wner to evacuate occupants from below the affected area. Verify that occupants below the work area have been evacuated before proceeding with work over the impaired deck area.

B. Protect building where construction is scheduled, adjacent buildings, walkways, site improvements, exterior plantings, and landscaping from damage or soiling from demolition operations.

C. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities.

D. Weather Limitations: Proceed with roofing preparation only when existing and forecasted weather conditions permit Work to proce ed without water entering existing roofing system or building.

E. Hazardous Materials: It is not expected that hazardous materials such as asbestos -containing materials will be encountered in the Work.

1. Hazardous materials will be removed by Owner before start of the Work. Existing roof will be left no less watertight than before removal.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

ROOFING PATCH & REPAIR 070150 – 3

2. If materials suspected of containing hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a separate contract.

1.8 WARRANTY
A. Special Project Warranty: Submit roofing I nstaller's warranty, signed by Installer, covering the Work of this Section, including all components of built -up roofing, such as patching and repair of built-up roofing membrane, base flashing, roof insulation, fasteners, cover boards, substrate boards, vapor retarders, for the following warranty period:

B. Installer Warranty Period: Five years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 INFILL MATERIALS
A. Use infill materials matching existing roofing system materials unless otherwise indicated.

1. Roofing Installers: Subject to compliance with requirements

2.2 AUXILIARY ROOFING MATERIALS
A. General: Auxiliary roofing preparation materials recommended by roofing system manufacturer for intended use and compatible with components of existing roofing system.

2.3 ROOF INSULATION
A. General: P reformed roof insulation boards manufactured by roofing manufacturer, selected from manufacturer's standard sizes suitable for application, of thicknesses indicated

1. Polyisocyanurate Board Insulation: ASTM C 1289, Type II, Class 1, Grade 2, felt or glass-fiber mat facer on both major surfaces

2.4 AUXILIARY MEMBRANE ROOFING MATERIALS
A. Fasteners: Factory-coated steel fasteners and metal or plastic plates complying with corrosion - resistance provisions in FM Approvals 4470, designed for fastening membrane to substrate, and acceptable to roofing system manufacturer.

B. Miscellaneous Accessories: Provide lap sealant, water cutoff mastic, metal termination bars, metal battens, pourable sealers, p reformed cone and vent sheet flashings, preformed inside and outside corner sheet flashings, reinforced membrane securement strips, T -joint covers, in - seam sealants, termination reglets, cover strips, and other accessories.

C. Counterflashing and Flashing Receivers: Fabricate from the following materials:

1. Galvanized Steel: 0.022 inch thick or match existing.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

ROOFING PATCH & REPAIR 070150 – 4

PART 3 - EXECUTION

3.1 PREPARATION
A. Protect existing membrane roofing system that is indicated not to be demolished.

1. Loosely lay 1-inch- minimum thick, molded expanded polystyrene (MEPS) insulation over the roofing membrane in areas indicated. Loosely lay 15/32-inch plywood or OSB panels over MEPS. Extend MEPS past edges of plywood or OSB panels a minimum of 1 inch.

2. Limit traffic and material storage to areas of existing roofing membrane that have been protected.

3. Maintain temporary protection and leave in pla ce until replacement roofing has been completed. Remove temporary protection on completion of roofing.

B. Coordinate with Owner to shut down air -intake equipment in the vi cinity of the Work. Cover air - intake louvers before proceeding with roofing work that could affect indoor air quality or activate smoke detectors in the ductwork.

C. During removal operations, have sufficient and suitable materials on -site to facilitate rapid installation of temporary protection in the event of unexpected rain.

D. Maintain roof drains in functioning condition to ensure roof drainage at end of each workday.

Prevent debris from entering or blocking roof drains and conductors. Use roof -drain plugs specifically designed for this purpose. Remove roof -drain plugs at end of each workday, when no work is taking place, or when rain is forecast.

1. If roof drains are temporarily blocked or unserviceable due to roofing system removal or partial installation of new membrane roofing system, provide alternative drainage method to remove water and eliminate ponding. Do not pe rmit water to enter into or under existing membrane roofing system components that are to remain.

E. Verify that rooftop utilities and service piping have been shut off before beginning the Work.

3.2 INFILL MATERIALS INSTALLATION
A. Immediately after removal of selected portions of existing membrane roofing system, and inspection and repair, if needed, of deck, fill in the tear -off areas to match existing membrane roofing system construction.

3.3 EXISTING CAP FLASHINGS
A. Remove existing cap flashings around curbs and penetrations as noted on drawings.

1. Clean substrates of contaminants such as asphalt, sheet materials, dirt, and debris.

B. Do not damage metal counterflashings that are to remain. Replace metal counterflashings damaged during removal with counterflashings of same metal, weight or thickness, and finish.

C. Inspect curb sheathing for deterioration and damage. If curb sheathing has deteriorated, patch and repair as per manufacturers recomendation.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

ROOFING PATCH & REPAIR 070150 – 5

D. Metal Protection: Where dissimilar metals will contact each other or corrosive substrates, protect against galvanic action by painting contact surfaces with bituminous coating or by other permanent separation as recommended by SMACNA.

1. Underlayment: Where installing metal flashing directly on cem entitious or wood substrates, install a course of felt underlayment and cover with a slip sheet or install a course of polyethylene sheet.

3.4 PROTECTING AND CLEANING
A. Protect patches and repairs from damage and wear during remainder of construction per iod.

B. Correct deficiencies in or remove roofing that does not comply with requirements, repair substrates, and repair or reinstall roofing to a condition free of damage and deterioration at time of Substantial Completion and according to warranty requirements.

C. Clean overspray and spillage from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction. Remove all construction debris and sweep roof without damaging the granulated cap sheet, leaving a broom clean condition.

3.5 DISPOSAL
A. Collect demolished materials and place in containers. Promptly dispose of demolished materials. Do not allow demolished materials to accumulate on-site.

1. Storage or sale of demolished items or materials on-site is not permitted.

B. Transport and legally dispose of demolished materials off Owner's property.

END OF SECTION 07591
COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

THERMAL INSULATION 072100 – 1

SECTION 072100 - THERMAL INSULATION

GENERAL

1.1 SUMMARY
A. Section Includes:

1. Polyisocyanurate foam-plastic board insulation (tapered insulation at roof assemblies).

2. Mineral-wool board insulation (at above grade exterior walls and soffits).

3. Flexible High-Performance Insulation (above grade exterior alcoves).

1.2 ACTION SUBMITTALS
A. Product Data: For the following:

1. Polyisocyanurate foam-plastic board insulation.

2. Mineral-wool board insulation.

3. Flexible High-Performance Insulation.

1.3 INFORMATIONAL SUBMITTALS
A. Installer's Certification: Listing type, manufacturer, and R-value of insulation installed in each element of the building thermal envelope.

1. Sign, date, and post the certification in a conspicuous location on Project site.

B. Product test reports.

C. Research reports.

PRODUCTS

2.1 POLYISOCYANURATE FOAM-PLASTIC BOARD INSULATION
A. Polyisocyanurate Board Insulation (tapered insulation at roof assemblies): ASTM C1289, Type II, Class 1 or 2, Grade 2.

1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following:

Atlas, Tapered ACFoam-II; Declare Label.

GAF, EnergyGuard Tapered; Declare Label.

Carlisle Syntec, SecurShield Tapered.

2. Compressive Strength: Minimum 20psi when tested according to ASTM D 1621 or ASTM C 1289.

3. Labeling: Provide identification of mark indicating R-value of each piece of insulation 12 inches and wider in width.

Minimum R-value: LTTR 5 per inch @ 75 degrees Fahrenheit.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

THERMAL INSULATION 072100 – 2

4. Minimum slope ½:12

2.2 MINERAL-WOOL BOARD INSULATION
A. Mineral-Wool Board Insulation, Type IVB, Unfaced (at above grade exterior walls and soffits):

ASTM C612.

1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following:

Johns Manville; a Berkshire Hathaway company, CladStone 80 Owens Corning, Industrial Board 80
ROCKWOOL, Comfortboard 80

2. Nominal Density: 8 lb/cu. ft.

3. Flame-Spread Index: Not more than zero when tested in accordance with ASTM E84.

4. Smoke-Developed Index: Not more than zero when tested in accordance with ASTM E84.

5. Labeling: Provide identification of mark indicating R-value of each piece of insulation 12 inches and wider in width.

Minimum R-value: R4.2 per inch @ 75 degrees Fahrenheit.

6. Fasteners into the existing building:

Type: Self-drilling #8 or ¼” lag screws.

Finish: rust-inhibitive organic coating.

Length: Thickness of material(s) being fastened, plus 2”.

Washers: 3” Plastic hurricane washers.

2.3 FLEXIBLE HIGH-PERFORMANCE INSULATION
A. Flexible High-Performance Insulation, (above grade exterior alcoves): ASTM C1728.

1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following:

BASF, Slentex 210
Aspen Aerogels, Spaceloft

2. Nominal thickness: 10mm

3. Density: 12-15 lbs per cu. ft.

4. Flame-Spread Index: Not more than 25 when tested in accordance with ASTM E84.

5. Smoke-Developed Index: Not more than 450 when tested in accordance with ASTM E84.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

THERMAL INSULATION 072100 – 3

6. Vapor Permeance: Minimum 5 perms when tested in accordance with ASTM E 96 Procedure A.

7. Labeling: Provide identification of mark indicating R-value of each piece of insulation 12 inches and wider in width.

Minimum R-value: R7.9 per inch @ 75 degrees Fahrenheit.

8. Fasteners:

Type: Metal shoulder screws. Self-drilling.

Length: 3”
Finish: rust-inhibitive organic coating.

Washers: 3” Plastic hurricane washers.

2.4 ACCESSORIES
A. Insulation for Miscellaneous Voids:

1. Glass-Fiber Insulation: ASTM C764, Type II, loose fill; with maximum flame-spread and smoke-developed indexes of 5, per ASTM E84.

2. Spray Polyurethane Foam Insulation: ASTM C1029, Type II, closed cell, with maximum flame-spread and smoke-developed indexes of 75 and 450, respectively, per ASTM E84.

B. Insulation Anchors, Spindles, and Standoffs: As recommended by manufacturer.

C. Adhesive for Bonding Insulation: Product compatible with insulation and air and water barrier materials, and with demonstrated capability to bond insulation securely to substrates without damaging insulation and substrates.

1. Notify architect prior to installing adhesives to the mechanically fastened air and water barrier.

EXECUTION

3.1 INSTALLATION, GENERAL
A. Comply with insulation manufacturer's written instructions applicable to products and applications.

B. Install insulation that is undamaged, dry, and unsoiled and that has not been left exposed to ice, rain, or snow at any time.

C. Install insulation with manufacturer's R-value label exposed after insulation is installed.

D. Extend insulation to envelop entire area to be insulated. Fit tightly around obstructions and fill voids with insulation. Remove projections that interfere with placement.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

THERMAL INSULATION 072100 – 4

E. Provide sizes to fit applications and selected from manufacturer's standard thicknesses, widths, and lengths. Apply single layer of insulation units unless multiple layers are otherwise shown or required to make up total thickness or to achieve R-value.

3.2 INSTALLATION OF ROOF INSULATION
A. Foam-Plastic Board Insulation: Install low-rise foamadhesive in ribbon pattern as recommended by manufacturer.

1. Adhere insulation per manufacturer’s written instructions and the existing project conditions.

Coordinate fastening with roof membrane.

2. Fit courses of insulation between obstructions, with edges butted tightly in both directions, and with faces flush.

Where multiple layers of insulation exist, joints shall be offset horizontally and vertically.

3. Press units firmly against against substrates.

3.3 INSTALLATION OF CONTINUOUS INSULATION

1. Mineral-Wool Board Insulation: Install insulation fasteners 4 inches (100 mm) from each corner of board insulation, at center of board, and as recommended by manufacturer.

2. Fit courses of insulation between obstructions, with edges butted tightly in both directions, and with faces flush.

3. Press units firmly against inside substrates.

4. See outboard fastening details in the drawings. Verify with the insulation manufacturer that this installation method acceptable. Notify architect of any exceptions taken by insulation manufacturer.

5. Screws into the existing building shall be fastened into existing metal studs, Screws blindly fastened into to the building should not be removed.

B. Flexible High-Performance insulation: Install insulation fasteners as recommended by manufacturer.

1. Fit courses of insulation between obstructions, with edges butted tightly in both directions, and with faces flush.

Where multiple layers of insulation exist, joints shall be offset horizontally and vertically.

2. Press units firmly against inside substrates.

3. Screws into the existing building shall be fastened into existing metal studs, COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

THERMAL INSULATION 072100 – 5

Screws blindly fastened into to the building should not be removed.

4. 3.4 PROTECTION
A. Protect installed insulation from damage due to harmful weather exposures, physical abuse, and other causes.

B. Provide temporary coverings or enclosures where insulation is subject to abuse and cannot be concealed and protected by permanent construction immediately after installation.

END OF SECTION 072100
COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

MECHANICALLY-FASTENED AIR AND WATER BARRIER, VAPOR

PERMEABLE
072500 – 1

SECTION 07 2500 - MECHANICALLY-FASTENED AIR AND WATER BARRIER, VAPOR PERMEABLE.

GENERAL

1.1 SUMMARY
Section Includes:

Mechanically-Fastened Air and Water Barriers, Vapor Permeable.

Accessories.

Fasteners.

1.2 DEFINITIONS
Air and Water Barrier (AWB): A primary or supplementary material or component that provides a continuous and resistive barrier to the movement of air and water.

Air and Water Barrier Accessory (AWB Accessory): A transitional component that provides continuity of the air and water barrier assembly.

Air and Water Barrier Assembly (AWB Assembly): The collection or comprehensive system of air and water barrier materials and accessories applied to an opaque wall, including joints and junctions to abutting construction, to control air and water movement through the wall, wall openings, and penetrations.

Building Envelope Commissioning (BECx): As defined in NIBS Guideline 3-2012, the process by which the design and constructed performance of building enclosure materials, components, and assemblies, and systems are validated to meet defined objectives and re quirements of the Project, as established by the Owner or Architect.

1.3 PREINSTALLATION MEETINGS
Pre-Installation Conference: Conduct conference at Project site Review air and water barrier assembly requirements and installation, special details, first-install mockup(s), storage and protection of air and water barrier and accessories, and all related work scheduling.

1.4 ACTION SUBMITTALS
Product Data: For each type of product.

Include manufacturer’s written instructions for evaluating, preparing, and treating each substrate; technical data; tested physical and performance properties of products.

Manufacturer to review application and confirm that existing substrate is acceptable Shop Drawings: For air and water barrier assemblies.

Show locations and extent of air and water barrier, accessories, and assemblies specific to the conditions of the Project.

Include details for substrate joints and cracks, counterflashing strips, penetrations, inside and outside corners, terminations, and tie-ins with adjoining construction.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

MECHANICALLY-FASTENED AIR AND WATER BARRIER, VAPOR

PERMEABLE
072500 – 2

Include details of interfaces with other materials that form part of air and water barrier assembly.

All details shall clearly depict the continuity of the air and water barrier assembly.

Typical fastening pattern and detail(s)

1.5 INFORMATIONAL SUBMITTALS
Installer Qualification Data: Include list of ABAA certified installers and supervisors employed by Installer, who work on the Project.

Product Certificates: From air and water barrier manufacturer, certifying compatibility of air and water barrier and accessories with project materials that contribute to or that come in contact with the air and water barrier assembly.

Product Test Reports: For each air and water barrier assembly, for tests performed by a qualified testing agency; certify physical and chemical compatibility between air and water barrier assemblies and adjacent systems.

Evaluation Reports: For air and water barrier from ICC-ES.

Field quality-control reports.

Warranty at Closeout: Submit manufacturer’s executed warranty form with authorized signatures and endorsements indicating date of Substantial Completion.

1.6 QUALITY ASSURANCE
Manufacturer: Minimum of 3 years experience manufacturing similar products.

Installer: Minimum of 2 years experience installing similar products and acceptable to the manufacturer.

Installer Qualifications: An entity that employs installers and supervisors who are trained and approved by manufacturer.
a. Installer shall be licensed by ABAA according to ABAA's Quality Assurance Program and shall employ ABAA-certified installers and supervisors on the Project. b. Installer shall be in continuous business under same name for past five years. c. Installer shall have completed at least five years successful installations of specified materials and systems on projects of similar scope First-Install Mockps: First instance of air and water barrier assembly installation on the constructed building envelope to set the quality standards for materials and execution.

Install the air and water barrier assembly on a portion of the exterior wall, including fasteners, flashing, and related accessories per manufacturer’s currently published instructions and recommendations.
a. Location: As indicated on drawings.
b. Size: 10 feet by 10 feet minimum
c. Include at least one opening sill, jamb, head, existing finish system reveal/joint and one penetration of the building envelope. If possible, include junction with roofing COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

MECHANICALLY-FASTENED AIR AND WATER BARRIER, VAPOR

PERMEABLE
072500 – 3

membrane, building corner conditions, and foundation wall intersection. Include fasteners and gasketed washers.
d. first-install mockup(s) shall be easily accessed and viewed from the interior and exterior sides of the building envelope.
e. Incorporate insulation with cladding attachments and fasteners over part of the mockup.
f. Coordinate construction of first-install mockup to permit inspection of air and water barrier assembly before external insulation and cladding are installed.

Notify Architect of installation of approved air and water barrier assembly; upon notification, Architect to visit the Project Site for observation of first-install mockup. a. If Architect determines that the first-install mockup does not comply with the Project requirements, the first-install mockup shall be reconstructed, and the air and water barrier reapplied until the work is compliant with the Project requirements.
b. Acceptance of first-install mockup does not constitute approval or deviations from the Contract Documents contained within the first-install mockup unless Architect specifically allows the deviations in writing.

Notify manufacturer’s designated representative prior to installation of air and water barrier assembly to coordinate inspection and analysis as required for the manufacturer’s warranty.
a. Notify Architect of any changes to the documents required for manufacturer’s warranty.

Subject to compliance with related requirements, accepted first-install mockup(s) will be incorporated into the completed work.

1.7 DELIVERY, STORAGE, AND HANDLING
Deliver materials and products in unopened factory labeled packages. Store and handle in strict compliance with manufacturer's instructions and recommendations.

Remove and replace air and water barrier assemblies that cannot be applied within their stated shelf life.

Protect stored air and water barrier assemblies from direct sunlight.

Refer to manufacturer’s current product data for additional storage condition requirements.

1.8 FIELD CONDITIONS
Environmental Limitations: Apply air and water barrier within the range of ambient and substrate temperatures recommended in writing by the manufacturer.

Protect substrates from environmental conditions that affect air and water barrier performance.

Do not apply air and water barrier to a damp or wet substrate during snow, rain, fog, or mist.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

MECHANICALLY-FASTENED AIR AND WATER BARRIER, VAPOR

PERMEABLE
072500 – 4

1.9 WARRANTY
Manufacturer’s Warranty: Submit manufacturer’s standard limited warranty for defects in materials.

PRODUCTS

2.1 MATERIALS
Source Limitations: Obtain air and water barrier and accessories from a single source, from a single manufacturer.

Material Compatibility: Provide air and water barrier and accessories that are compatible with one another and with adjacent materials under conditions of service and application required as demonstrated by manufacturer’s testing and field experience.

2.2 MECHANICALLY-FASTENED AIR AND WATER BARRIER, VAPOR PERMEABLE Mechanically-Fastened Air and Water Barrier: 3-layer membrane designed to prevent water from reaching building components that could be damaged by moisture, and create a continuous air barrier at vertical walls, horizontal soffits, or other locations identified on the drawings.

Basis-of-Design Product: Subject to compliance with requirements, provide DORKEN, Delta Vent S or comparable product by one of the following:
a. ProClima, Solitex Fronta WA
b. Siga, Majvest 200
Physical and Performance Properties:
a. Air Permeance: Maximum 0.004 cfm/sq. ft. of surface area at 1.57-lbf/sq. ft. pressure difference; when tested according to ASTM E2178. b. Water Resistance – Hydrostatic Pressure Test: Pass when tested according to AATCC-127.
c. Water Penetration Resistance – Water Ponding Test: Pass when tested according to ICC – AC38
d. Vapor Permeance: Minimum 20 perms ; ASTM E96 method A. e. Fire Propagation Characteristics: Passes NFPA 285 testing as part of an approved assembly.
f. Flame Spread and Smoke Development Indexes: Class 1 or Class A (25 and 450 maximum, respectively) when tested according to ASTM E84. g. UV Resistance: Can be exposed to sunlight for 45 days according to manufacturer's written instructions.

2.3 ACCESSORIES
Requirement: Provide primers, transition strips, termination strips, joint sealants, counterflashing strips, flashing sheets and metal termination bars, termination mastic, substrate patching materials, adhesives, tapes, foam sealants, lap sealants, and other accessory materials that are recommended in writing by air and water barrier manufacturer to produce a complete air and water barrier assembly and that are compatible with primary air and water COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

MECHANICALLY-FASTENED AIR AND WATER BARRIER, VAPOR

PERMEABLE
072500 – 5

barrier material and adjacent construction to which they may seal, such as rough openings, transitions between dissimilar materials, inside and outside corners, etc.

Seam tape: Delta-Multi Band. Manufacturer’s acrylic adhesive tape. Use at overlap and seams of mechanically-fastened membrane.

Pre-fabricated window corner flashing: Delta-Fas Corner. Manufacturer’s one-piece polymeric pre-formed flashing pieces. Use in corners of window and door openings, to make rough openings air and water tight.

Rough opening flashing tape: Delta-Flashing. Manufacturer’s self-adhering flashing. Use to connect common building substrates and to all air and water barrier membranes accessories to create a continuous envelope.

Flexible Flashing: Delta-Flexx Band. Manufacturer’s stretchable butyl rubber adhesive on a special non-woven fabric. Use to seal the interface between rough openings penetrations and adjacent materials to the air and water barrier membrane . Flexible flashing allows stretching into corners and other difficult areas to seal without memory that might cause pull back or peeling
Sealant: Delta-Tilaxx. Manufacturer’s adhesive and sealant specifically designed connect and / or terminate air and water membrane and accessories to adjacent materials and assemblies such as metal flashing, windows, doors, ect. to create a continuous air and water barrier.

Throughwall flashing: Delta-TW Flashing. Manufacturer’s self-adhering throughwall flashing. Use to seal the interface between below grade and above grade building materials and in throughwall applications.

Stainless Steel Sheet: ASTM A 240/240M, Type 304, 0.0187 inch thickness, and series 300 stainless steel fasteners.

2.4 FASTENERS
Steel Stud Construction: Fasteners: Corrosion-resistant 2” self-drilling screws with gasketed corrosion-resistant metal washers.

EXECUTION

3.1 EXAMINATION
Examine substrates for compliance with requirements for installation tolerances and other conditions affecting performance. Proceed with installation only after unsatisfactory conditions have been corrected.

Clean substrate of dirt and bond breaking substances prior to beginning installation.

3.2 MECHANICALLY-FASTENED AIR AND WATER BARRIER INSTALLATION Install products in strict accordance with manufacturer’s instructions, approved submittals and the following:

If applicable, Install AWB assembly barrier prior to installation of windows and doors.

Overlap sheets to shed water, minimum 12 inches at exterior corners, 6 inches at vertical and horizontal seams.

Seal seams of AWB membrane with approved seam tape at all vertical and horizontal overlapping seams.

Seal seams, edges, fasteners, and penetrations with tape.

Extend into jambs of openings and seal corners with tape.

Seal cuts and tears as recommended by manufacturer.

Do not install in adverse weather conditions. High winds may hamper application.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

MECHANICALLY-FASTENED AIR AND WATER BARRIER, VAPOR

PERMEABLE
072500 – 6

To ensure the continuity of air and water barrier, it is essential to install AWB assembly in a manner that seals all the potential leakage points:
a. Connections of the walls to the roof air barrier
b. Connections of the walls to the foundation
c. Seismic and expansion joints
d. Piping, conduit, duct and similar penetrations
e. Masonry ties, screws, bolts and similar penetrations f. Changes in plane
g. All other potential air leakage pathways in the building enclosure

3.3 ACCESSORY INSTALLATION
Apply accessories where indicated to comply with manufacturer's written instructions.

3.4 FASTENERS INSTALLATION
Install self-drilling screws directly into metal studs per manufacturer’s written instructions.

Remove screws that do not hit the metal studs.
a. Patch holes in the AWB from removed screws per manufacturer’s written instructions.

Fasteners should be placed no closer than 6” and no farther than 16” on center horizontally and vertically.

Ensure gaskets of washers are in sealed continuously around the fastener to the AWB assembly.

END OF SECTION 07 2500
COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

FORMED METAL WALL PANELS 074213.13 – 1

SECTION 07 42 13.13 - FORMED METAL WALL PANELS

GENERAL

1.1 SUMMARY
A. Section Includes:

1. Concealed-fastener, lap-seam metal wall panels.

1.2 ACTION SUBMITTALS
A. Product Data: For each type of product.

B. Shop Drawings:of metal panels; details of edge conditions, joints, panel profiles, corners, anchorages, attachment system, trim, flashings, closures, and accessories; and special details.

1. Include details of water/air-barrier assembly substrate joints and cracks, counterflashing strips, penetrations, inside and outside corners, terminations, and tie-ins with adjoining construction.

2. Include metal clips and fasteners that penetrate air/water barrier.

3. Include details that indicate methods of maintaining air and watertight fastener penetrations at the air/water barrier.

4. Include engineered drawings with elevation-specific layout and attachment connections.

C. Samples: For each type of metal panel indicated.

D. Mock-up: provide mock up of assemblies shown on G501 to develop method for identifying location of fasteners with respect to metal wall framing.

1.3 INFORMATIONAL SUBMITTALS
A. Product test reports.

B. Warranties: Samples of special warranties.

1.4 CLOSEOUT SUBMITTALS
A. Maintenance data.

B. Executed warranties.

1.5 QUALITY ASSURANCE
A. Installer Qualifications: An entity that employs installers and supervisors who are trained and approved by manufacturer.

1. Installer shall be in continuous business under the same name for past five years

2. Installer shall have completed at least five successful installations of specified materials and systems on projects of similar scope
COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

FORMED METAL WALL PANELS 074213.13 – 2

B. Manufacturer Qualifications: An entity that employs quality assurance inspectors that will visit the project two to three days per week for the project duration and send written field reports with photos to the project stakeholders after each visit.

C. UL-Certified, Portable Roll-Forming Equipment: UL-certified, portable roll-forming equipment capable of producing metal panels warranted by manufacturer to be the same as factory - formed products. Maintain UL certification of portable roll-forming equipment for duration of work.

1.6 WARRANTY
A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of metal panel systems that fail in materials or workmanship within specified warranty period.

1. Warranty Period: [Two years from date of Substantial Completion.

B. Manufacturer’s Warranty: A total building envelope leak-free warranty that warrants the façade, roof and other exterior envelope components to be water-tight.

1. Warranty Period: Fifteen years from date of substantial completion.

C. Special Warranty on Panel Finishes: Manufacturer's standard form in which manufacturer agrees to repair finish or replace metal panels that show evidence of deterioration of factory - applied finishes within specified warranty period.

PRODUCTS

2.1 PERFORMANCE REQUIREMENTS
A. Structural Performance: Provide metal panel systems capable of withstanding the effects of the following loads, based on testing according to ASTM E 1592:

1. Wind Loads: As indicated on Drawings.

2. Other Design Loads: As indicated on Drawings.

3. Deflection Limits: For wind loads, no greater than 1/240of the span.

2.2 CONCEALED-FASTENER, LAP-SEAM METAL WALL PANELS
A. General: Provide factory-formed metal panels designed to be field assembled by lapping and interconnecting side edges of adjacent panels and mechanically attaching through panel to supports using concealed fasteners in side laps. Include accessories required for weathertight installation.Wide-Reveal-Joint, Concealed-Fastener Metal Wall Panels : Formed with vertical panel edges and a stepped profile between panel edges, resulting in a wide reveal joint between panels.

B. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the work include, but are not limited to the Basis of Design products indicated in the Drawings.

C. Basis of Design:

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

FORMED METAL WALL PANELS 074213.13 – 3

1. Tremlock 565 panels as manufactured by Tremco Roofing and Building Maintenance;

a. Nominal Thickness: 22 gauge.
b. Exterior Finish: Kynar 500.
c. Color: As selected by Architect from manufacturer's full range including premium colors.

2. Panel Coverage: 16 inches.

3. Panel Rib Height: 3 inches.

2.3 MISCELLANEOUS MATERIALS
A. Miscellaneous Metal Subframing and Furring: Metal clip, hat channel and z channel system as indicated. Provide manufacturer’s standard sections as required for support and alignment of metal panel system.

1. or equal
B. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the work include, but are not limited to the Basis of Design products indicated in the Drawings.

1. Basis of Design: Tremco MSR clip, or equal as provided by metal panel manufacturer C. Panel Accessories: Provide components required for a complete panel system including trim, copings, fasciae, mullions, sills, corner units, clips, flashings, sealants, gaskets, fil lers, closure strips, and similar items. Match material and finish of metal panels unless otherwise indicated.

1. Closures: Provide closures at eaves and rakes, fabricated of same metal as metal panels.

2. Backing Plates: Provide metal backing plates at panel end splices, fabricated from material recommended by manufacturer.

3. Closure Strips: Closed-cell, expanded, cellular, rubber or crosslinked, polyolefin-foam or closed-cell laminated polyethylene; minimum 1-inch- thick, flexible closure strips; cut or premolded to match metal panel profile. Provide closure strips where indicated or necessary..

D. Flashing and Trim: Provide prefinished flashing and trim formed from same material as metal panels as required to seal against weather and to provide finished appearance. Locations include, but are not limited to, bases, drips, sills, jambs, corners, endwalls, framed openings, rakes, fasciae, parapet caps, soffits, reveals, fillers and gutters. Finish flashing and trim with same finish system as adjacent metal panels. Shop fabrication or brake metal as required E. Soffit Panel

1. Basis of Design:
a. TremLock Soffit Panel as manufactured by Tremco Roofing and Building Maintenance.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

FORMED METAL WALL PANELS 074213.13 – 4

1) Width: 12”
2) Thickness: .375”
3) Length: 23.5”
4) Non-vented
5) Uplift Test: ASTM E1592
6) Coating: Kynar 500 (PVDF)
7) Color: as selected by Architect from manufacturer’s full range F. Panel Fasteners: Self-tapping screws designed to withstand design loads. Provide exposed fasteners with heads matching color of metal panels by means of plastic caps or factory -applied coating. Provide EPDM or other non-PVC sealing washers for exposed fasteners.

G. Panel Sealants: Provide sealant type recommended by manufacturer that are compatible with panel materials, are nonstaining, and do not damage panel finish.

1. Joint Sealant: ASTM C 920; as recommended in writing by metal panel manufacturer.

2.4 FABRICATION
A. General: Fabricate and finish metal panels and accessories at the factory, by manufacturer's standard procedures and processes, as necessary to fulfill indicated performance requirements demonstrated by laboratory testing. Comply with indicated profiles and with dimensional and structural requirements.

B. On-Site Fabrication: Subject to compliance with requirements of this Section, metal panels may be fabricated on-site using UL-certified, portable roll-forming equipment if panels are of same profile and warranted by manufacturer to be equal to factory-formed panels. Fabricate according to equipment manufacturer's written instructions and to comply with details sh own.

C. Provide panel profile, including major ribs and intermediate stiffening ribs, if any, for full length of panel.

D. Fabricate metal panel joints with factory-installed captive gaskets or separator strips that prevent metal-to-metal contact, and that minimize noise from movements.

E. Sheet Metal Flashing and Trim: Fabricate flashing and trim to comply with manufacturer's recommendations and recommendations in SMACNA's "Architectural Sheet Metal Manual" that apply to design, dimensions, metal, and other characteristics of item indicated.

2.5 FINISHES
A. Panels and Accessories:

1. Kynar 500

2. Concealed Finish: White or light-colored acrylic or polyester backer finish.

EXECUTION

3.1 PREPARATION
A. Miscellaneous Supports: Install subframing, furring, and other miscellaneous panel support members and anchorages according to ASTM C 754 and metal panel manufacturer's written recommendations.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

FORMED METAL WALL PANELS 074213.13 – 5

3.2 METAL PANEL INSTALLATION
A. Lap-Seam Metal Panels: Fasten metal panels to supports with fasteners at each lapped joint at location and spacing recommended by manufacturer.

1. Lap ribbed or fluted sheets one full rib. Apply panels and associated items true to line for neat and weathertight enclosure.

2. Provide metal-backed washers under heads of exposed fasteners bearing on weather side of metal panels.

3. Locate and space exposed fasteners in uniform vertical and horizontal alignment. Use proper tools to obtain controlled uniform compression for positive seal without rupture of washer.

4. Install screw fasteners with power tools having controlled torque adjusted to compress washer tightly without damage to washer, screw threads, or panels. Install screws in predrilled holes.

5. Flash and seal panels with weather closures at perimeter of all openings.

B. Accessory Installation: Install accessories with positive anchorage to building , and provide for thermal expansion. Coordinate installation with flashings and other components.

C. Flashing and Trim: Comply with performance requirements, manufacturer's written installation instructions, and SMACNA's "Architectural Sheet Metal Manual." Provide concealed fasteners where possible, and set units true to line and level as indicated. Install work with laps, joints, and seams that are permanently watertight.

3.3 CLEANING
A. Remove temporary protective coverings and strippable films, if any, as metal panels are installed, unless otherwise indicated in manufacturer's written installation instructions. On completion of metal panel installation, clean finished surfaces as recommended by metal panel manufacturer. Maintain in a clean condition during construction.

END OF SECTION 07 42 13.13
COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

POLYVINYL-CHLORIDE (PVCTPA) ROOFING 075419 – 1

SECTION 075419 - POLYVINYL-CHLORIDE (PVC/TPA) ROOFING
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes:

1. Mechanically-fastened thermoplastic PVC roofing system on existing deck, including:

2. Roof insulation. (at canopies)

3. Roof insulation cover board.

4. Vapor retarder

1.2 DEFINITIONS
A. Roofing Terminology: Refer to ASTM D1079 "Standard Terminology Relating to Roofing and Waterproofing" and glossary in applicable edition of NRCA's "The NRCA Roofing Manual:

Membrane Roof Systems" for definition of terms related to roofing work in this Section.

1.3 PREINSTALLATION MEETINGS
A. Preinstallation Roofing Conference: Conduct conference at Project site.

1. Preinstallation Conference: Conduct conference at Project Site

1.4 ACTION SUBMITTALS
A. Product Data: For each type of product indicated.

B. Shop Drawings: For roofing system. Include plans , sections, details, and attachments to othe r work including the following:

1. Tapered insulation, including slopes and crickets.

2. Base flashings and membrane termination details

3. Flashing details at penetrations

4. Layout and thickness of insulation

5. Crickets, sadles and tapered edge strips, including slopes

6. Tie-in with adjoining air/water barrier
COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

POLYVINYL-CHLORIDE (PVCTPA) ROOFING 075419 – 2

C. Samples:

1. Roof membrane and flashings of color to be selected by architect D. Wind uplift resistance submittal: For roofing system, indicating compliance with wind uplift performance requirements.

1.5 INFORMATIONAL SUBMITTALS
A. Contractor's Product Certificate: Submit certificate, indicating products intended for Work of this Section, including product names and numbers and manufacturers' names, with statement indicating that products to be provided meet the requirements of the Contract Documents.

B. Qualification Data: For Installer, Manufacturer and Roofing Inspector.

1. Include letter from Manufacturer written for this Project indicating approval of Installer.

1.1 Warranties:

Special Warranty Certificate: Signed by roof membrane manufacturer, certifying that all materials supplied under this Section are acceptable for special warranty.

C. Inspection Reports: Reports of Roofing Inspector. Include weather conditions, description of work performed, tests performed, defective work observed, and corrective actions taken to correct defective work.

D. Performance Requirement Certificate: Signed by roof membrane manufacturer, certifying that roofing system complies with requirements specified in "Performance Requirements" Article.

1. Submit evidence of compliance with performance requirements.

E. Product Test Reports: For roof membrane and insulation, for tests performed by a qualified testing agency, indicating compliance with specified requirements F. Research reports.

1. Fastener pullout test results and manufacturers revised requirements for fasterner patterns
G. Field quality control reports

1.6 CLOSEOUT SUBMITTALS
A. Executed copies of warranties.

B. Maintenance Data: To include in maintenance manuals.

C. Certified statement from existing roof membrane manufacturer stating that existing roof warranty has not been affected by Work performed under this Section COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

POLYVINYL-CHLORIDE (PVCTPA) ROOFING 075419 – 3

1.7 QUALITY ASSURANCE
A. Installer Qualifications: An employer of workers trained and certified by manufacturer, including a full -time on -site supervisor with a minimum of five years' experience installing products comparable to those specified, able to communicate verbally with Contractor, Architect, and employees, and qualified by the manufacturer to install manufacturer's product and furnish warranty of type specified.

B. Manufacturer Qualifications: Approved manufacturer listed in this Section, UL listed for roofing systems comparable to that specified for this Project, with minimum five years' experience in manufacture of thermoplastic roof membrane products in successful use in similar applications.

C. Roofing Inspector Qualifications: A technical representative of manufacturer not engaged in the sale of products and experienced in the installation and maintenance of the specified roofing system, qualified to perform roofing observation and inspection specified in Field Q uality Control Article, to determine Installer's compliance with the requirements of this Project, and approved by the manufacturer to issue warranty certification. The Roofing Inspector shall be the following:

1. An authorized full-time technical employee of the manufacturer.

D. Manufacturer's Installation Instructions: Obtain and maintain on -site access to manufacturer's written recommendations and instructions for installation of products.

E. Design Criteria:

1. General: Installed roofing membrane system shall remain watertight; and resist specified wind uplift pressures, thermally induced movement, and exposure to weather without failure.

2. Material Compatibility: Roofing materials shall be compatible with one another under conditions of service and application required, as demonstrated by roofing system manufacturer based on testing and field experience.

3. Installer shall comply with current code requirements based on authority having jurisdiction.

4. Wind Uplift Performance: Roofing system shall be identical to systems that have been successfully tested by a qualified testing and inspecting agency to resist wind uplift pressure calculated in accordance with ASCE 7.

5. California Title 24/CRRC-1: Roofing system shall comply with the requirements of Title 24 and shall be tested by CRRC-1.

6. Fire-Test-Response Characteristics: Provide 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. Materials shall be identified with appropriate markings of applicable testing and inspecting agency.
a. Exterior Fire-Test Exposure: Class A; ASTM E 108, for application and roof slopes indicated.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

POLYVINYL-CHLORIDE (PVCTPA) ROOFING 075419 – 4

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, approval or listing agency markings, 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. Protect stored liquid material from direct sunlight.

1. Discard and legally dispose of liquid material that cannot be applied within its stated shelf life.

C. Protect roof insulation materials from physical damage and from deterioration by sunlight, moisture, soiling, and other sources. Store in a dry location. 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 PROJECT / FIELD CONDITIONS
A. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit roofing system to be installed according to manufacturer's written instructions and warranty requirements.

B. Daily Protection: Coordinate installation of roofing so insulation and other components of roofing system not permanently exposed are not subjected to precipitation or left uncovered at the end of the workday or when rain is forecast.

1. Provide tie-offs at end of each day's work to cover exposed roofing and insulation with a course of roofing sheet securely in place with joints and edges sealed.

2. Complete terminations and base flashings and provide temporary seals to prevent water from entering completed sections of roofing.

3. Remove temporary plugs from roof drains at end of each day.

4. Remove and discard temporary seals before beginning work on adjoining roofing.

1.10 WARRANTY
A. Manufacturer's Warranty: Roof System Manufacturer's standard form in which Manufacturer agrees to repair or replace components of roofing system that fail in materials or workmanship within warranty period, as follows.

1. Form of Warranty: Manufacturer's standard warranty form.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

POLYVINYL-CHLORIDE (PVCTPA) ROOFING 075419 – 5

2. Scope of Warranty: Work of this Section and including sheet metal details and termination details installed by the roof system Installer and approved by the Roof System Manufacturer.

3. Warranty Period: 20 years from date of completion.

B. Manufacturer Inspection Services: By manufacturer's technical representative, to report maintenance responsibilities to Owner necessary for preservation of Owner's warranty rights.

The cost of manufacturer's inspections is included in the Contract Sum.

1. Inspections to occur in following years: 2, 5, 10, 15 following completion.

C. Installer Warranty: Installer's warranty signed by Installer, as follows.

1. Form of Warranty: Form acceptable to Roofing Manufacturer and Owner.

2. Scope of Warranty: Work of this Section.

3. Warranty Period: 2 years from date of completion.

PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Basis of Design: The roof system specified in this Section is based upon products of Tremco, Inc., Beachwood, OH, (800) 562 -2728, www.tremcoroofing.com that are named in other Part 2 articles. Provide specified products to maintain current warranty.

B. Source Limitations: Obtain components for roofing system from same manufacturer as membrane roofing or manufacturer approved by membrane roofing manufacturer.

2.2 PERFORMANCE REQUIREMENTS
A. General Performance: Installed membrane roofing and base flashings shall withstand specified uplift pressures, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction. Membrane roofing and base flashings shall remain watertight.

1. Accelerated Weathering: Roofing system shall withstand 10,000 hours of exposure when tested according to ASTM G152, ASTM G154, or ASTM G155.

2. Impact Resistance: Roof membrane shall resist impact damage when tested according to ASTM D3746/D3746M, ASTM D4272/D4272M, or the "Resistance to Foot Traffic Test" in FM Approvals 4470.

3. Ponding is not acceptable regardless of acceptance by manufacturer COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

POLYVINYL-CHLORIDE (PVCTPA) ROOFING 075419 – 6

B. Exterior Fire-Test Exposure: ASTM E108, Class A; for application and roof slopes indicated, as determined by testing identical membrane roofing materials by a qualified testing agency.

Materials shall be identified with appropriate markings of applicable testing agency.

C. Solar Reflectance Index: Not less than 78 when calculated according to ASTM E1980, based on testing identical products by a qualified testing agency.

2.3 MATERIALS, GENERAL
A. Material Compatibility: Roofing materials shall be compatible with one another and adjacent materials under conditions of service and application required, as demonstrat ed by roof membrane manufacturer based on testing and field experience.

2.4 THERMOPLASTIC MEMBRANE MATERIALS
A. PVC Roof Membrane:

1. Thermoplastic PVC/TPA sheet, internally fabric reinforced, Energy Star qualified, CRRC listed, and California Title 24 Energy Code compliant, ASTM D4434 Type IV. a. Basis of design product: Tremco, TPA Single Ply Roof Membrane. To match existing roofing and maintain warranty
b. Tensile Strength at 0 deg. F ( -18 deg. C), minimum, ASTM D751: 300 lbf/in (1330 N).
c. Tear Strength at 77 deg. F (25 deg. C), minimum, ASTM D751: 100 lbf (440 N). d. Elongation at 0 deg. F ( -18 deg. C), minimum at fabric break, ASTM D751: 25 percent machine direction, 25 percent cross-machine direction. e. Minimum Thickness, nominal, ASTM D751: 0.060 in (1.5 mm). f. Color: White.
g. Solar Reflectance Index (SRI), ASTM E1980: 108 (White, initial) 84 (White, 3 -year aged).
h. Recycled Content, minimum: 25 percent pre-consumer.

B. Membrane Flashing: Manufacturer's standard, smooth-backed, sheet flashing of same material, type, reinforcement, thickness, and color as PVC sheet membrane.

2.5 AUXILIARY ROOFING MATERIALS
A. General: Auxiliary membrane roofing materials recommended by roofing system manufacturer for intended use, and compatible with membrane roofing.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

POLYVINYL-CHLORIDE (PVCTPA) ROOFING 075419 – 7

1. Liquid-type auxiliary materials shall comply with VOC limits of authorities having jurisdiction.

2. Adhesives and sealants that are not on the exterior side of weather barrier shall comply with the following limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPA Method 24):
a. Plastic Foam Adhesives: 50 g/L.
b. Single-Ply Roof Membrane Sealants: 450 g/L.
c. Nonmembrane Roof Sealants: 300 g/L.
d. Sealant Primers for Nonporous Substrates: 250 g/L.
e. Sealant Primers for Porous Substrates: 775 g/L.

3. Adhesives and sealants that are not on the exterior side of weather barrier shall comply with the testing and product requirements of the California Department of Public Health's (formerly, the California Department of Health Services') "Standard Method fo r the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers."
B. Flashing Membrane Adhesive:

1. Bonding adhesive, contact -type solvent -based low VOC, for bonding TPA non -fleece- backed single ply membranes and flashings to substrates. a. Basis of design product: Tremco, TPA LV Single Ply Bonding Adhesive. b. VOC, maximum, ASTM D3960: 200 g/L.

C. Metal Termination Bars: Manufacturer's standard, predrilled stainless-steel or aluminum bars, approximately 1 by 1/8 inch (25 mm by 3 mm) thick; with anchors.

D. Fasteners: Factory-coated steel fasteners and metal or plastic plates complying with corrosion- resistance provisions in FM Approvals 4470, designed for fastening components to substrate, and acceptable to membrane roofing system manufacturer.

E. Joint Sealant: Elastomeric joint sealant compatible with roofing materials, with movement capability appropriate for application.

1. Joint Sealant, Polyurethane: ASTM C920, Type S, Grade NS, Class 50 single -component moisture curing sealant, formulated for compatibility and use in dynamic and static joints; paintable.
a. Basis of design product: Tremco, TremSEAL Pro.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

POLYVINYL-CHLORIDE (PVCTPA) ROOFING 075419 – 8

b. Volatile Organic Compounds (VOC), maximum, ASTM D3960: 40 g/L. c. Hardness, Shore A, ASTM C661: 40.
d. Adhesion to Concrete, ASTM C794: 35 pli.
e. Tensile Strength, ASTM D412: 350 psi (2410 kPa).
f. Color: White.

F. Prefabricated Pipe Flashings: As recommended by roof membrane manufacturer.

G. Miscellaneous Accessories: Provide pourable sealers, preformed cone and vent sheet flashings, preformed inside and outside corner sheet flashings, T -joint covers, lap sealants, termination reglets, and other accessories.

2.6 ROOF INSULATION MATERIALS
A. General: Preformed roof insulation boards manufactured or approved by roofing manufacturer, selected from insulation manufacturer's standard sizes, suitable for application, and of thicknesses indicated.

1. Provide preformed saddles, crickets, tapered edge strips, and other insulation shapes where indicated for sloping to drain. Fabricate to slopes indicated, not less than two times the roof slope.

B. Roof Insulation: Provide roof insulation product in thicknesses indicated in Part 3 as follows:

1. Board Insulation, Polyisocyanurate: CFC- and HCFC- free, with recycled content glass-fiber mat facer on both major surfaces, ASTM C1289 Type II Class 1 a. Basis of design product: Tremco, Trisotech Insulation. b. AC foam series as manufactured by Atlas Roofing Corporation c. Polyiso Board insulation as manufactured by Carlisle Syntec d. Compressive Strength, ASTM D1621: Grade 2: 20 psi (138 kPa).

2. Thickness: Provide minimum thickness equal to a minimum R-value of 28.5.

3. Tapered insulation: Provide factory –tapered insulation boards a. Material Polyisocyanurate
b. Minimum thickness ¼”
c. Slope ½ inch per foot
COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

POLYVINYL-CHLORIDE (PVCTPA) ROOFING 075419 – 9

4. Provide preformed saddles, crickets, tapered edge strips and other insula tion shapes where indicated for sloping to drain

2.7 INSULATION ACCESSORIES
A. Cover Board:

1. Gypsum panel, glass-mat-faced, ASTM C1177/C1177M.
a. Basis of design product: Tremco/GP Gypsum DensDeck.
b. Securock Gypsom Fiber Roof Board
c. Dexcell FA
d. Thickness: 1/2 inch (6 mm).

B. Insulation Cant Strips: ASTM C208, Type II, Grade 1, cellulosic-fiber insulation board.

C. Insulation Fasteners: Factory-coated steel fasteners and metal or plastic plates complying with corrosion-resistance provisions in FM Approvals 4470, designed for fastening roof insulation and cover boards to substrate, and acceptable to roofing system manufacturer.

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 curbs are set and braced and that roof drain bodies are securely clamped in place.

2. Ensure rigidity and proper slope for drainage

3. Existing Roof Deck:
a. Verify that deck is securely fastene d and properly supported with no projecting fasteners and with no adjacent units in excess of 1/16 inch (1.6 mm) out of plane relative to adjoining deck.

4. Verify that existing insulation and substrate is sound and dry.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

POLYVINYL-CHLORIDE (PVCTPA) ROOFING 075419 – 10

3.2 PREPARATION
A. Clean substrate of dust, debris, moisture, and other substances detrimental to roofing installation according to 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.

D. Proceed with installation only after unsatisfactory conditions have been corrected

3.3 INSTALLATION, GENERAL
A. Install roofing system in accordance with manufacturer’s written instructions and approved details
A. Complete terminations and base flashings and provide temporary seals to prevent water from entering completed sections of roofing system at end of workday or when rain is forecast. Remove and discard temporary seals before beginning Work on adjoining roofing.

B. Install roof membrane and auxiliary materials to tie into existing roofing t o maintain weathertightness of trasition and to not void warranty for existing roofing system A. Install blocking, curbs, and nailers in accordance with requirements of Division 06 Section "Miscellaneous Rough Carpentry."
B. NRCA Installation Details: Install roofing system in accordance with applicable NRCA Manual Plates and NRCA recommendations; modify as required to comply with manufacturer's approved details and perimeter fastening requirements of FM Global references if applicable.

C. Coordinate installation and transition of roofing system component serving as an air barrier

3.4 INSULATION INSTALLATION
A. Coordinate installing membrane roofing system components so insulation is not exposed to precipitation or left exposed at the end of the workday.

B. Comply with membrane roofing system and insulation manufacturer's written instructions for installing roof insulation.

C. Tapered Insulation and Crickets: Install tapered insulation under area of roofing to conform to slopes indicated.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

POLYVINYL-CHLORIDE (PVCTPA) ROOFING 075419 – 11

1. Where crickets are indicated or required to provide positive slope to drain, make slope of crickets minimum of two times the roof slope, not less than 1/4 inch in 12 inches (1:48).

D. Install insulation under area of roofing to achieve required thickness. Where overall insulation thickness is 2.7 inches (70 mm) or greater, install two or more layers with joints of each succeeding layer staggered from joints of previous lay er a minimum of 6 inches (150 mm) in each direction.

E. Trim surface of insulation where necessary at roof drains so completed surface is flush and does not restrict flow of water.

F. Install insulation with long joints of insulation in a continuous straight line with end joints staggered between rows, abutting edges and ends between boards. Fill gaps exceeding 1/4 inch (6 mm) with insulation.

1. Cut and fit insulation within 1/4 inch (6 mm) of nailers, projections, and penetrations.

G. Mechanically Fastened Insulation: Install each layer of insulation and secure to deck using mechanical fasteners specifically designed and sized for fastening specified board -type roof insulation to deck type.

1. Fasten insulation to resist uplift pressure at corners, perimeter, and field of roof.

H. Cover Boards: Install cover boards over insulation with long joints in cont inuous straight lines with end joints staggered between rows. Offset joints of insulation below a minimum of 6 inches (150 mm) in each direction. Loosely butt cover boards together.

1. Mechanically fasten cover boards.

3.5 MECHANICALLY FASTENED MEMBRANE ROOFING INSTALLATION A. Mechanically fasten membrane roofing over area to receive roofing and install according to roofing system manufacturer's written instructions.

1. For in-splice attachment, install membranes roo fing with long dimension perpendicular to steel roof deck flutes.

B. Start installation of membrane roofing in presence of roofing system manufacturer's technical personnel.

C. Accurately align membrane roofing and maintain uniform side and end laps of minimum dimensions required by manufacturer. Stagger end laps.

D. Mechanically fasten or adhere membrane roofing securely at terminations, penetrations, and perimeter of roofing.

E. Apply membrane roofing with side laps shingled with slope of roof deck where possible.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

POLYVINYL-CHLORIDE (PVCTPA) ROOFING 075419 – 12

F. In-Seam Attachment: Secure one edge of membrane sheet using fastening plates or m etal battens centered within membrane seam and mechanically fasten membrane sheet to roof deck.

G. Welded Seams: Clean seam areas, overlap membrane roofing, and hot -air weld side and end laps of membrane roofing and sheet flashings according to manufacturer's written instructions to ensure a watertight seam installation.

1. Test lap edges with probe to verify seam weld continuity. Apply lap sealant to seal cut edges of sheet membrane.

2. Verify field strength of seams a minimum of twice daily and repair seam sample areas.

3. Repair tears, voids, and lapped seams in roofing that does not comply with requirements.

H. Spread sealant bed over deck drain flange at roof drains and securely seal membrane roofing in place with clamping ring.

I. Install membrane roofing and auxiliary materials to tie in to existing roofing to maintain weathertightness of transition. Install in such a manner as to not void warranty of existing membrane roofing system.

3.6 BASE FLASHING INSTALLATION
A. Install sheet flashings and preformed flashing accessories and adhere to substrates according to membrane roofing system manufacturer's written instructions.

B. Apply bonding adhesive to substrate and underside of sheet flashing at required rate and allow to partially dry. Do not apply to seam area of flashing.

C. Flash penetrations and field -formed inside and outside corners with cured or uncured sheet flashing.

D. Clean seam areas, overlap, and firmly roll sheet flashings into the adhesive. Hot -air weld side and end laps to ensure a watertight seam installation.

E. Seal top termination of base flashing with a metal termination bar and a continuous bead of joint sealant.

3.7 FIELD QUALITY CONTROL
A. Final Roof Inspection: Arrange for roofing system manufacturer's technical personnel to inspect roofing installation on completion.

B. Repair or remove and replace components of membrane roofing system where inspections indicate that they do not comply with specified requirements.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

POLYVINYL-CHLORIDE (PVCTPA) ROOFING 075419 – 13

C. Additional inspections, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements.

3.8 PROTECTING AND CLEANING
A. Protect membrane roofing system from damage and wear during remainder of construction period. When remaining construction will not a ffect or endanger roofing, inspect roofing for deterioration and damage, describing its nature and extent in a written report, with copies to Architect and Owner.

B. Correct deficiencies in 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 according to warranty requirements.

C. Clean overspray and spillage from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction.

END OF SECTION 075419
COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

SHEET METAL FLASHING AND TRIM 076200 – 1

SECTION 076200 - SHEET METAL FLASHING AND TRIM

GENERAL

1.1 SUMMARY
A. Drawings and general provisions of the Contract, including General Conditions and Division 1 Specification Sections, apply to this Section
B. Section Includes:

1. Flashing and sheet metal as shown and specified

2. Manufactured reglets

3. Formed wall sheet metal fabrications.

1.2 ACTION SUBMITTALS
A. Product Data: Product Data: Submit manufacturer's specifications, data, and installation instructions for review
B. Shop Drawings: For sheet metal flashing and trim.

1. Include plans, elevations, sections, and attachment details.

2. Distinguish between shop- and field-assembled work.

3. Include identification of finish for each item.

4. Include pattern of seams and details of termination points, expansion joints and expansion-joint covers, direction of expansion, roof-penetration flashing, and connections to adjoining work.

C. Samples: For each exposed product and for each color and texture specified.

1.3 INFORMATIONAL SUBMITTALS
A. Product certificates.

B. Product test reports.

C. Sample warranty.

1.4 CLOSEOUT SUBMITTALS
A. Maintenance data.

1.5 QUALITY ASSURANCE
A. Installer Qualifications: Minimum of 3 years of experience on similar work; knowledge and understanding of standards referenced herein; skill necessary to perform in compliance with this specification. Installers failing to demonstrate the required experience, knowledge, or skill shall be removed from the project. Must be in continuous business under the same name for the past five years. Must have completed at least five successful installations of specified materials and systems on projects of similar scope

1. For copings and roof edge flashings that are SPRI ES-1 tested, shop shall be listed as able to fabricate required details as tested and approved.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

SHEET METAL FLASHING AND TRIM 076200 – 2

B. Sheet Metal Flashing and Trim Standard: Comply with SMACNA's "Architectural Sheet Metal Manual" unless more stringent requirements are specified or shown on Drawin gs. If a specific detail is not shown, use a detail from the SMACNA Manual appropriate to that condition

1.6 WARRANTY
A. Special Warranty on Finishes: 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. Finish Warranty Period: 20 years from date of Substantial Completion.

1.7 DELIVERY, STORAGE, AND HANDLING
A. Stack preformed material to prevent twisting, bending or abrasion; slope to ensure drainage

PRODUCTS

2.1 PERFORMANCE REQUIREMENTS
A. General: Sheet metal flashing and trim assemblies shall withstand wind loads, structural movement, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction. Completed sheet metal flashing and trim shall not rattle, leak, or loosen, and shall remain watertight.

B. Sheet Metal Standard for Flashing and Trim: Comply with NRCA's "The NRCA Roofing Manual" and SMACNA's "Architectural Sheet Metal Manual" requirements for dimensions and profiles shown unless more stringent requirements are indicated.

C. SPRI Wind Design Standard: Manufacture and install copings and roof edge flashings tested according to SPRI ES-1 and capable of resisting the following design pressure:

1. Design Pressure: As indicated on Drawings.

D. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes.

1. Temperature Change: 120 deg F, ambient; 180 deg F, material surfaces.

2.2 SHEET METALS
A. General: Protect mechanical and other finishes on exposed surfaces from damage by applying strippable, temporary protective film before shipping.

B. Galvanized sheet metal: Per ASTM A653, Grade A, G90 zinc coating; 24 gauge min, core steel.

C. Pre-finished sheet metal: refer to section 07 42 12 “Formed Metal Wall Panels”

D. Metallic-Coated Steel Sheet: Provide zinc-coated (galvanized) steel sheet according to ASTM A 653/A 653M, G90 coating designationprepainted by coil-coating process to comply with ASTM A 755/A 755M.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

SHEET METAL FLASHING AND TRIM 076200 – 3

1. Exposed Coil-Coated Finish:
a. Three-Coat Fluoropolymer: AAMA 621. Fluoropolymer finish containing not less than 70 percent PVDF resin by weight in both color coat and clear topcoat.

Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions.

2.3 Color:: [As selected by Architect from manufacturer's full range] UNDERLAYMENT

MATERIALS
A. Self-Adhering, High-Temperature Sheet: Minimum 30 mils thick, consisting of a slip-resistant polyethylene- or polypropylene-film top surface laminated to a layer of butyl- or SBS-modified asphalt adhesive, with release-paper backing; specifically designed to withstand high metal temperatures beneath metal roofing. Provide primer according to written recommendations of underlayment manufacturer.

1. Thermal Stability: ASTM D 1970; stable after testing at 240 deg F or higher.

2. Low-Temperature Flexibility: ASTM D 1970; passes after testing at minus 20 deg F or lower.

2.4 MISCELLANEOUS MATERIALS
A. General: Provide materials and types of fasteners, solder, protective coatings, sealants, and other miscellaneous items as required for complete sheet metal flashing and trim installation and as recommended by manufacturer of primary sheet metal or manufactured item unless otherwise indicated.

B. Fasteners: Wood screws, annular threaded nails, self-tapping screws, self-locking rivets and bolts, and other suitable fasteners designed to withstand design loads and recommended by manufacturer of primary sheet metal or manufactured item.

1. General: Blind fasteners or self-drilling screws, gasketed, with hex-washer head.

Fastener to be the same metal as sheet metal flashing or other noncorrosive metal as recommended by sheet metal manufacturer. Match finish of exposed heads with material being fastened
a. Exposed Fasteners: Heads matching color of sheet metal using plastic caps or factory-applied coating. Provide metal-backed EPDM or PVC sealing washers under heads of exposed fasteners bearing on weather side of metal. b. Blind Fasteners: High-strength aluminum or stainless-steel rivets suitable for metal being fastened.
c. Spikes and Ferrules: Same material as gutter; with spike with ferrule matching internal gutter width.

2. Fasteners for Zinc-Coated (Galvanized) or Aluminum-Zinc Alloy-Coated Steel Sheet:

Series 300 stainless steel or hot-dip galvanized steel according to ASTM A 153/A 153M or ASTM F 2329.

C. Solder:

1. General: ASTM B32;50/50 type, lead free.General: ASTM B32;50/50 type, lead free.

2. Flux: FS A-A-51145D
COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

SHEET METAL FLASHING AND TRIM 076200 – 4

D. Sealant Tape: No. 606 Architectural Sealant Tape, as manufactured by Protective Treatments, ; Alternate Manufacturers: No known equals; proposed equals are subject to substitution process per Section 01 33 00 – PRODUCT SUBMITTALS AND SUBSTITUTIONS E. Elastomeric Sealant: ASTM C 920, elastomeric polyurethane polymer sealant; of type, grade, class, and use classifications required to seal joints in sheet metal flashing and trim and remain watertight.

F. Butyl Sealant: ASTM C 1311, single-component, solvent-release butyl rubber sealant; polyisobutylene plasticized; heavy bodied for hooked-type expansion joints with limited movement.

G. Epoxy Seam Sealer: Two-part, noncorrosive, aluminum seam-cementing compound, recommended by aluminum manufacturer for exterior nonmoving joints, including riveted joints.

H. Bituminous Coating: Cold-applied asphalt emulsion according to ASTM D 1187.

I. Asphalt Roofing Cement: ASTM D 4586, asbestos free, of consistency required for application.

2.5 MANUFACTURED REGLETS
A. Reglets: General: Type STX, unless shown otherwise, manufactured by the Fry Reglet Corp.; galvanized with
B. butyl rubber sealer and removable snap-in base flashing.

C. Alternate Manufacturers: No known equal.

D. Corners: One piece pre-fabricated with minimum 18 inch long legs

2.6 FABRICATION, GENERAL
A. General: Form sections from galvanized sheet metal, per referenced standards, true to shape, accurate in size, square, and free from distortion or defects. Form pieces in single length sheets, not to exceed 10'-0" in length. Hem exposed edges on underside 1/2 inch; miter and factory solder inside and outside corners. If a specific detail is not shown, use a detail from the SMACNA “Architectural Sheet Metal manual” appropriate to that condition.

1. Obtain field measurements for accurate fit before shop fabrication.

2. Form sheet metal flashing and trim to fit substrates without excessive oil canning, buckling, and tool marks; true to line, levels, and slopes; and with exposed edges folded back to form hems.

3. Conceal fasteners and expansion provisions where possible. Do not use exposed fasteners on faces exposed to view.

B. Coping: Fabricate with profiles as shown on the Drawings.

1. Joint Style: lapped and sealed.

2. Sheet Metal: Kynar pre-finished, 22 gauge
C. Counter Flashing: Fabricate with profiles shown on the Drawings COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

SHEET METAL FLASHING AND TRIM 076200 – 5

1. Joint style: Lapped and sealed

2. Sheet metal: Kynar pre-finished, 22 gauge

3. D. Expansion Provisions: Form metal for thermal expansion of exposed flashing and trim.

1. Form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with butyl sealant concealed within joints.

2. Use lapped expansion joints only where indicated on Drawings.

E. Sealant Joints: Where movable, nonexpansion-type joints are required, form metal to provide for proper installation of elastomeric sealant according to cited sheet metal standard.

F. Fabricate cleats and attachment devices from same material as accessory being anchored or from compatible, noncorrosive metal.

G. Fabricate cleats and attachment devices of sizes as recommended by cited sheet metal standard for application, but not less than thickness of metal being secured.

H. Seams: Fabricate nonmoving seams with drive cleat or flat-lock seams. Form seams and seal with elastomeric sealant unless otherwise recommended by sealant manufacturer for intended use. Rivet joints where necessary for strength.

I. Cleats: continuous, interlockable with sheet.

J. Vertical Faces: Bottom edge formed outward 1/4 inch and hemmed to drop K. Flashing Toe: Extend toe 2 inches over roofing; return and brake edges.

L. Assemblies:

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

SHEET METAL FLASHING AND TRIM 076200 – 6

1. Parapet Caps and Closures: Per Section 07 41 13.13 - “Formed Metal Wall Panels”.

2. Overflows and Scuppers: As detailed, with flange and outlet hemmed; spot weld and solder joints watertight.

3. Gutters :
a. General: 22 gage as shown , with closed ends; 16 gage straps. b. Color: As selected by Architect from manufacturer's full range. c. Strainers: 20 gage with 1/4 inch perforations, sized to fit gutter. d. Gutter Screens: 20 gage, 1/4 inch galvanized mesh with in 22 gage frame.

4. Downspouts (DS): 14 gage as shown, with turnouts; weld and grind seams smooth. Miter offset spout ends that terminate over splash pans or splash blocks. Provide 1/8 inch thick x 1 - 1/2 inch wide galvanized metal straps. Color per exterior elevations.

2.7 5. Splashpans: 20 gage; 14 inch x 16 inch with 2 inch high back and sides tapering to 0 inches at front; lock seam and solder all joints; hem all edges. WALL SHEET METAL

FABRICATIONS
A. Through-Wall Flashing: Fabricate continuous flashings in minimum 96-inch-long, but not exceeding 12-foot-long, sections, under copings, and at shelf angles. Fabricate discontinuous lintel, sill, and similar flashings to extend 6 inches beyond each side of wall openings; and form with 2-inch-high, end dams. Fabricate from the following materials:

1. Stainless Steel: 0.016 inch thick.

B. Opening Flashings in Frame Construction: Fabricate head, sill, jamb, and similar flashings to extend 4 inches beyond wall openings. Form head and sill flashing with 2-inch-high, end dams.

Fabricate from the following materials:

1. Galvanized Steel: 0.025 inch, 24 gaug] thick.

2. C. Wall Expansion-Joint Cover: Fabricate from the following materials:

1. Galvanized Steel: 0.025 inch, 24 guage thick.

EXECUTION

3.1 UNDERLAYMENT INSTALLATION
A. Felt Underlayment: Install felt underlayment, wrinkle free, using adhesive to minimize use of mechanical fasteners under sheet metal flashing and trim. Apply in shingle fashion to shed water, with lapped joints of not less than 2 inches.

B. Synthetic Underlayment: Install synthetic underlayment, wrinkle free, according to manufacturers' written instructions, and using adhesive where possible to minimize use of mechanical fasteners under sheet metal.

C. Self-Adhering Sheet Underlayment: Install self-adhering sheet underlayment, wrinkle free.

Prime substrate if recommended by underlayment manufacturer. Comply with temperature COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

SHEET METAL FLASHING AND TRIM 076200 – 7

restrictions of underlayment manufacturer for installation; use primer for installing underlayment at low temperatures. Apply in shingle fashion to shed water, with end laps of not less than 6 inches staggered 24 inches between courses. Overlap side edges not less than 3-1/2 inches.

Roll laps and edges with roller. Cover underlayment within 14 days.

3.2 INSTALLATION, GENERAL
A. General: Anchor sheet metal flashing and trim and other components of the Work securely in place, with provisions for thermal and structural movement. Use fasteners, solder, protective coatings, separators, sealants, and other miscellaneous items as required to complete sheet metal flashing and trim system.

1. Install sheet metal flashing and trim true to line, levels, and slopes. Provide uniform, neat seams with minimum exposure of solder, welds, and sealant.

2. Install sheet metal flashing and trim to fit substrates and to result in watertight performance. Verify shapes and dimensions of surfaces to be covered before fabricating sheet metal.

3. Bend tabs over fasteners at continuous cleat

4. Install exposed sheet metal flashing and trim with limited oil canning, and free of buckling and tool marks.

5. Torch cutting of sheet metal flashing and trim is not permitted.

B. Metal Protection: Where dissimilar metals contact each other, or where metal contacts pressure-treated wood or other corrosive substrates, protect against galvanic action or corrosion by painting contact surfaces with bituminous coating or by other permanent separation as recommended by sheet metal manufacturer or cited sheet metal standard.

1. Coat concealed side of sheet metal flashing and trim with bituminous coating where flashing and trim contact wood, ferrous metal, or cementitious construction.

2. Underlayment: Where installing sheet metal flashing and trim directly on cementitious or wood substrates, install underlayment and cover with slip sheet.

C. Expansion Provisions: Provide for thermal expansion of exposed flashing and trim. Space movement joints at maximum of 10 feet with no joints within 24 inches of corner or intersection.

1. Form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with sealant concealed within joints.

2. Use lapped expansion joints only where indicated on Drawings.

D. Fasteners: Use fastener sizes that penetrate substrate not less than recommended by fastener manufacturer to achieve maximum pull-out resistance.

E. Conceal fasteners and expansion provisions where possible in exposed work and locate to minimize possibility of leakage. Cover and seal fasteners and anchors as required for a tight installation.

F. Seal joints as required for watertight construction. Prepare joints and apply sealants to comply with requirements in Section 079200 "Joint Sealants."
G. Rivets: Rivet joints in uncoated aluminum where necessary for strength.

3.3 ROOF FLASHING INSTALLATION
A. General: Install sheet metal flashing and trim to comply with performance requirements , sheet metal manufacturer's written installation instructions, and cited sheet metal standard. Provide COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

SHEET METAL FLASHING AND TRIM 076200 – 8

concealed fasteners where possible, and set units true to line, levels, and slopes. Install work with laps, joints, and seams that are permanently watertight and weather resistant.

B. Roof Edge Flashing: Anchor to resist uplift and outward forces according to recommendations in cited sheet metal standard unless otherwise indicated. Interlock bottom edge of roof edge flashing with continuous cleat anchored to substrate.

C. Copings: Anchor to resist uplift and outward forces according to recommendations in cited sheet metal standard unless otherwise indicated.

D. Counterflashing: Coordinate installation of counterflashing with installation of base flashing.

Insert counterflashing in reglets or receivers and fit tightly to base flashing. Extend counterflashing 4 inches over base flashing. Lap counterflashing joints minimum of 4 inches.

E. Roof-Penetration Flashing: Coordinate installation of roof-penetration flashing with installation of roofing and other items penetrating roof. Seal with elastomeric sealant and clamp flashing to pipes that penetrate roof.

F. Roof Drainage:
a. Overflows and Scuppers: As shown; fit outlet tightly into collar flashing. b. Gutters:
i. General: slope to drain, closed ends riveted and soldered; provide expansion joints as required. Secure with sheet metal straps.
ii. Strainers: Friction fit to gutter over downspouts. iii. Screens: Screw attach frame to gutter where shown. c. Rainwater Leaders:
i. Downspouts: Connect to gutter as shown. Fasten to building with metal straps located at the top, center point and bottom of each downspout; align straps on building face; maximum spacing 6'-0".
ii. Leaders: As shown, solder to gutter.

3.4 WALL FLASHING INSTALLATION
A. General: Install sheet metal wall flashing to intercept and exclude penetrating moisture according to cited sheet metal standard unless otherwise indicated. Coordinate installation of wall flashing with installation of wall-opening components such as windows, doors, and louvers.

B. Through-Wall Flashing: Installation of through-wall flashing is specified in Section 042000 "Unit Masonry."
C. Reglets: Installation of reglets
D. Opening Flashings in Frame Construction: Install continuous head, sill, jamb, and similar flashings to extend 4 inches beyond wall openings.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

SHEET METAL FLASHING AND TRIM 076200 – 9

E. Flashing:
a. General: Miter joints at corners; spot weld and solder joints watertight. Lap flashings to drain; spot weld and solder joints watertight. Install flashing in longest lengths practical. Lap end joints not less that 6 inches and seal with 2 strips of sealing tape. Extend counterflashing down not less than 6 inches.
b. Parapet Caps and Closures: Install miscellaneous caps and closures as required and asshown.

At parapet caps provide 1/2 inch per foot slope to the inside of building. c. Exterior Hollow Metal Frame Flashing: Provide at frame heads, as shown. d. Valley Flashing: As shown; lap all joints 8 inches in the direction of flow

3.5 CLEANING AND PROTECTION
A. Clean exposed metal surfaces of substances that interfere with uniform oxidation and weathering.

B. Clean and neutralize flux materials. Clean off excess solder.

C. Clean off excess sealants.

D. Remove temporary protective coverings and strippable films as sheet metal flashing and trim are installed unless otherwise indicated in manufacturer's written installation instructions.

END OF SECTION 076200
COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

JOINT SEALANTS 079200 – 1

SECTION 079200 - JOINT SEALANTS

GENERAL

1.1 SUMMARY
A. Section Includes:

1. Silicone joint sealants.

2. Nonstaining silicone joint sealants.

3. Urethane joint sealants.

4. Mildew-resistant joint sealants.

5. Latex joint sealants.

1.2 ACTION SUBMITTALS
A. Product Data: For each joint-sealant product.

B. Samples: For each kind and color of joint sealant required.

C. Joint-Sealant Schedule: Include the following information:

1. Joint-sealant application, joint location, and designation.

2. Joint-sealant manufacturer and product name.

3. Joint-sealant formulation.

4. Joint-sealant color.

1.3 INFORMATIONAL SUBMITTALS
A. Product test reports.

B. Preconstruction laboratory test reports.

C. Preconstruction field-adhesion-test reports.

D. Field-adhesion-test reports.

E. Sample warranties.

1.4 QUALITY ASSURANCE
A. Testing Agency Qualifications: Qualified according to ASTM C 1021 to conduct the testing indicated.

1.5 PRECONSTRUCTION TESTING
A. Preconstruction Laboratory Testing: Submit to joint-sealant manufacturers, for testing indicated below, samples of materials that will contact or affect joint sealants.

1. Adhesion Testing: Use ASTM C 794 to determine whether priming and other specific joint preparation techniques are required to obtain rapid, optimum adhesion of joint sealants to joint substrates.

2. Compatibility Testing: Use ASTM C 1087 to determine sealant compatibility when in contact with glazing and gasket materials.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

JOINT SEALANTS 079200 – 2

3. Stain Testing: Use ASTM C 1248 to determine stain potential of sealant when in contact with metal panel, cement plaster, window frames, mechanically fastened air/water barrier B. Preconstruction Field-Adhesion Testing: Before installing sealants, field test their adhesion to Project joint substrates. Test joint sealants according to Method A, Field-Applied Sealant Joint Hand Pull Tab, in Appendix X1.1 in ASTM C 1193 or Method A, Tail Procedure, in ASTM C 1521.

1.6 WARRANTY
A. Special Installer's Warranty: Installer agrees to repair or replace joint sealants that do not comply with performance and other requirements specified in this Section within specif ied warranty period.

1. Warranty Period: Two years from date of Substantial Completion.

B. Special Manufacturer's Warranty: Manufacturer agrees to furnish joint se alants to repair or replace those joint sealants that do not comply with performance and other requirements specified in this Section within specified warranty period.

1. Warranty Period: Five years from date of Substantial Completion.

PRODUCTS

2.1 JOINT SEALANTS, GENERAL
A. Colors of Exposed Joint Sealants: As selected by Architect from manufacturer's full range, unless indicated on the Joint Sealant Schedule (Section 3.4).]

2.2 SILICONE JOINT SEALANTS
A. Silicone, S, NS, 100/50, NT: Single-component, nonsag, plus 100 percent and minus 50 percent movement capability, nontraffic-use, neutral-curing silicone joint sealant; ASTM C 920, Type S, Grade NS, Class 100/50, Use NT.

Manufacturers: Subject to compliance with requirements, provide products by one of the following:

Adfast.

GE Construction Sealants; Momentive Performance Materials Inc.

Sika Corporation; Joint Sealants.

The Dow Chemical Company.

Tremco

B. Silicone, S, NS, 50, NT: Single-component, nonsag, plus 50 percent and minus 50 percent movement capability, nontraffic-use, neutral-curing silicone joint sealant; ASTM C 920, Type S, Grade NS, Class 50, Use NT.

Manufacturers: Subject to compliance with requirements, provide products by one of the following:

Adfast.

GE Construction Sealants; Momentive Performance Materials Inc.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

JOINT SEALANTS 079200 – 3

Sika Corporation; Joint Sealants.

The Dow Chemical Company.

Tremco
C. Silicone, S, NS, 35, NT: Single-component, nonsag, plus 35 percent and minus 35 percent movement capability. nontraffic-use, neutral-curing silicone joint sealant; ASTM C 920, Type S, Grade NS, Class 35, Use NT.

Manufacturers: Subject to compliance with requirements, provide products by one of the following:

Adfast.

GE Construction Sealants; Momentive Performance Materials Inc.

The Dow Chemical Company.

2.3 NONSTAINING SILICONE JOINT SEALANTS
A. Nonstaining Joint Sealants: No staining of substrates when tested according to ASTM C 1248.

B. Silicone, Nonstaining, S, NS, 100/50, NT: Nonstaining, single-component, nonsag, plus 100 percent and minus 50 percent movement capability, nontraffic-use, neutral-curing silicone joint sealant; ASTM C 920, Type S, Grade NS, Class 100/50, Use NT.

1. Manufacturers: Provide one of the following:
a. Dow: Dowsil 795.
b. Precora: 890NST.
c. Tremco: Tremsil 600.

2.4 URETHANE JOINT SEALANTS
A. Urethane, S, NS, 100/50, T, NT: Single-component, nonsag, plus 100 percent and minus 50 percent movement capability, traffic- and nontraffic-use, urethane joint sealant; ASTM C 920, Type S, Grade NS, Class 100/50, Uses T and NT.

1. Manufacturers: Provide one of the following:
a. Tremco: Vulkem 45SSL.
b. Or equal

2.5 LATEX JOINT SEALANTS
A. Mildew-Resistant Joint Sealants: Formulated for prolonged exposure to humidity with fungicide to prevent mold and mildew growth.

B. Acrylic Latex: Acrylic latex or siliconized acrylic latex, ASTM C 834, Type OP, Grade NF.

1. Manufacturers: Provide one of the following:
a. Bostik Inc: Chem-Calk 600.
b. Nuco Industries, Inc: NuFlex 330.
c. Tremco: Tremflex 834.
d. Sonneborn Building Products Div., ChemRex, Inc: Sonolac.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

JOINT SEALANTS 079200 – 4

2.6 JOINT-SEALANT BACKING
A. Cylindrical Sealant Backings: ASTM C 1330, Type C (closed-cell material with a surface skin), and of size and density to control sealant depth and otherwise contribute to producing optimum sealant performance.

B. Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer.

2.7 MISCELLANEOUS MATERIALS
A. Primer: Material recommended by joint-sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate tests and field tests.

B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealant backing materials.

C. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints.

EXECUTION

3.1 PREPARATION
A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with joint-sealant manufacturer's written instructions and the following requirements:

1. Remove laitance and form-release agents from concrete.

2. Clean nonporous joint substrate surfaces with chemical cleaners or other means that do not stain, harm substrates, or leave residues capable of interfering with adhesion.

B. Joint Priming: Prime joint substrates where recommended by joint-sealant manufacturer or as indicated by preconstruction joint-sealant-substrate tests or prior experience.

C. Masking Tape: Use masking tape where required to prevent contact of sealant or primer with adjoining surfaces.

3.2 INSTALLATION OF JOINT SEALANTS
A. General: Comply with ASTM C 1193 and joint-sealant manufacturer's written installation instructions for products and applications indicated, unless more stringent requirements apply.

B. Install sealant backings of kind indicated to support sealants during application and at position required to produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability.

C. Install bond-breaker tape behind sealants where sealant backings are not used between sealants and backs of joints.

D. Install sealants using proven techniques that comply with the following and at the same time backings are installed:

1. Place sealants so they directly contact and fully wet joint substrates.

2. Completely fill recesses in each joint configuration.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

JOINT SEALANTS 079200 – 5

3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow optimum sealant movement capability.

E. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing begins, tool sealants to form smooth, uniform beads of configuration indicated. Use tooling agents that are approved in writing by sealant manufacturer and that do not discolor sealants or adjacent surfaces.

1. Provide concave joint profile per Figure 8A in ASTM C 1193 unless otherwise indicated.

3.3 FIELD QUALITY CONTROL
A. Field-Adhesion Testing: Field test joint-sealant adhesion to joint substrates as follows:

1. Extent of Testing: Test completed and cured sealant joints as follows:
a. Perform 10 tests for the first 100 feet of joint length for each kind of sealant and joint substrate.
b. Perform one test for each 100 feet of joint length thereafter or one test per each floor per elevation.

2. Test Method: Test joint sealants according to Method A, Field-Applied Sealant Joint Hand Pull Tab, in Appendix X1 in ASTM C 1193 or Method A, Tail Procedure, in ASTM C 1521.

B. Evaluation of Field-Adhesion-Test Results: Sealants not evidencing adhesive failure from testing or noncompliance with other indicated requirements will be considered satisfactory.

Remove sealants that fail to adhere to joint substrates during testing or to comply with other requirements. Retest failed applications until test results prove sealants comply with indicated requirements.

3.4 JOINT-SEALANT SCHEDULE
A. Joint-Sealant Application: Exterior joints in horizontal traffic surfaces.

1. Joint Locations:
a. Control and expansion joints in brick pavers.
b. Isolation and contraction joints in cast-in-place concrete slabs. c. Joints between plant-precast architectural concrete paving units. d. Joints in stone paving units, including steps.
e. Tile control and expansion joints.
f. Joints between different materials listed above.
g. Other joints as indicated on Drawings.

2. Joint Sealant: Urethane, M, P, 50, T, NT.

3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors.

B. Joint-Sealant Application: Exterior joints in vertical surfaces and horizontal nontraffic surfaces .

1. Joint Locations:
a. Construction joints in cast-in-place concrete.
b. Joints between plant-precast architectural concrete units.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

JOINT SEALANTS 079200 – 6

c. Control and expansion joints in unit masonry.
d. Joints in dimension stone cladding.
.
e. Other joints as indicated on Drawings.

2. Joint Sealant: Silicone, nonstaining, S, NS, 50, NT.

3. Joint-Sealant Color: Match Architect's sample.

C. Joint-Sealant Application: Interior joints in horizontal traffic surfaces .

1. Joint Locations:
a. Isolation joints in cast-in-place concrete slabs.
b. Control and expansion joints in stone flooring.
c. Control and expansion joints in brick flooring.
d. Control and expansion joints in tile flooring.
e. Other joints as indicated on Drawings.

2. Joint Sealant: Urethane, S, P, 25, T, NT.

3. Joint-Sealant Color: Match Architect's sample.

D. Joint-Sealant Application: Interior joints in vertical surfaces and horizontal nontraffic surfaces not subject to significant movement.

1. Joint Locations:
a. Control joints on exposed interior surfaces of exterior walls. b. Perimeter joints between interior wall surfaces and frames of interior doors. c. Other joints as indicated on Drawings.

2. Joint Sealant: Acrylic latex.

3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors.

E. Joint-Sealant Application: Concealed mastics.

1. Joint Locations:
a. Aluminum thresholds.
b. Sill plates.
c. Other joints as indicated on Drawings.

2. Joint Sealant: Butyl-rubber based.

3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors.

END OF SECTION 079200
COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

PLUMBING PIPING SYSTEMS 221000 – 1

SECTION 22 10 00 - PLUMBING PIPING SYSTEMS
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes:

1. Roof drains and overflow drains.

1.2 RELATED REQUIREMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

B. Section 22 00 50 Basic Plumbing Materials and Methods.

1.3 ACTION SUBMITTALS
A. Product Data: Submit manufacturer's technical product data and installation instructions for plumbing piping systems materials and products.

1.4 INFORMATIONAL SUBMITTALS

1.5 CLOSEOUT SUBMITTALS
A. Maintenance Data: Submit maintenance data and parts lists for plumbing piping systems materials and products. Include this data in Operation and Maintenance Manual.

1.6 FIELD CONDITIONS
A. Interruption of Existing Services: Do not interrupt services to facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary services according to requirements indicated:

1. Notify no fewer than two days in advance of proposed interruption of services.

PART 2 - PRODUCTS

2.1 MATERIALS AND PRODUCTS
A. Provide piping materials and factory-fabricated piping products of sizes, types, pressure ratings, temperature ratings, and capacities as indicated. Provide materials and products complying with California Plumbing Code. Where more than one type of material or product is indicated, selection from materials or products specified is Contractor's option.

B. Potable-water piping and components shall comply with NSF 14, NSF 61, and NSF 372. Plastic piping components shall be marked with "NSF-pw."

2.2 PIPE AND FITTINGS ATTACHED TO AND BELOW BUILDINGS INCLUDING 5 FEET FROM

BUILDINGS
COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

PLUMBING PIPING SYSTEMS 221000 – 2

A. Piping and fittings attached to covered walkways and corridors shall comply with the requirements of this article.

B. Drain and Waste Pipe Above Grade: Cast iron soil pipe and fittings, asphaltic coated, conforming to ASTM A888 and Cast Iron Soil Pipe Institute Standard (CISPI) 301 and so marked. Pipe and fittings shall be as manufactured by AB&I, Charlotte, Tyler Pipe, or equal.

Pipe and fittings shall be the products of a single manufacturer. At Contractor’s option, vertical piping above floor from lavatories, sinks, and drinking fountains may be Schedule 40 galvanized steel pipe with black cast iron drainage fittings, or DWV weld pipe and fittings.

1. Joints above grade: No-Hub pipe conforming to ASTM A888 and CISPI 301. Couplings conforming to ASTM 1277 and CISPI 310, with stainless steel bands. Provide products by ANACO-Husky, Tyler, Ideal or equal. Provide sway brace at 20'-0" maximum spacing for suspended pipe with No-Hub joints. Provide a brace on each side of a change in direction of 90 degrees or more. Brace riser joints at each floor and at 15 foot maximum intervals (also see Specification Section 22 00 50).
a. Joints located over critical areas including food preparation, food storage, food serving, and eating areas shall be ANACO-Husky SD 4000, Clamp-All 125, or equal, meeting the requirements of FM 1680, SD Class I and ASTM C1540.

C. Type DWV copper tubing or No-Hub cast iron pipe and fittings may be used for concealed rainwater leaders. Where no-hub piping is used, the fittings and couplings shall match those used for waste piping. Only needed if existing piping is damaged by corrosion or the material stability is otherwise compromised.

2.3 PIPE JOINING MATERIALS
A. Refer to piping Articles in this Section for special joining materials not listed below.

B. Pipe-Flange Gasket Materials: Suitable for chemical and thermal conditions of piping system contents.

1. ASME B16.21, nonmetallic, flat, asbestos-free, 1/8-inch (3.2-mm) maximum thickness unless thickness or specific material is indicated
a. Full-Face Type: For flat-face, Class 125, cast iron and cast bronze flanges. b. Narrow-Face Type: For raised-face, Class 250, cast iron and steel flanges.

2. AWWA C111, rubber, flat face, 1/8-inch (3.2mm) thick, unless otherwise indicated; and full-face or ring type, unless other indicated.

3. Flange Bolts and Nuts: AWWA C111, carbon steel, unless otherwise indicated.

4. Plastic, Pipe-Flange Gasket, Bolts and Nuts: Type and material recommended by piping system manufacturer, unless otherwise indicated.

C. Solder Filler Metals: ASTM B 32, 100 percent lead free alloys. Include water-flushable flux according to ASTM B813.

D. Brazing Filler Metals: AWS A5.8, BCup-5 Series, copper-phosphorus unless otherwise indicated. Sil-Fos 15, or equal.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

PLUMBING PIPING SYSTEMS 221000 – 3

E. Welding Filler Metals: Comply with ASME B31.1 for welding materials appropriate for wall thickness and chemical analysis of steel pipe being welded.

F. Solvent Cements for Joining CPVC Piping: ASTM F 493.

1. CPVC solvent cement shall have VOC content of 490 g/L or less.

2. Adhesive primer shall have VOC content of 550 g/L or less.

3. Solvent cement and adhesive primer shall comply with testing and product requirements of South Coast Air Quality Management District, Rule 1168.

G. Solvent Cements for Joining PVC Piping: ASTM D 2564. Include primer according to ASTM F 656.

1. PVC solvent cement shall have VOC content of 510 g/L or less.

2. Adhesive primer shall have VOC content of 550 g/L or less.

3. Solvent cement and adhesive primer shall comply with testing and product requirements of South Coast Air Quality Management District, Rule 1168.

2.4 2.5 ROOF DRAINS AND OVERFLOW DRAINS
A. See Architectural Drawings for drain style to be used.

B. Manufacturers: Drawing schedules indicate Basis of Design products. Subject to compliance with requirements, provide product indicated on Drawings, or comparable product by one of the following, or equal:

1. Match existing, or equal

2. J.R. Smith.

3. Mifab.

4. Zurn.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Examine areas and conditions under which plumbing piping systems are to be installed. Do not proceed with Work until unsatisfactory conditions have been corrected in manner acceptable to Contractor.

B. Make all arrangements for the utilities required. Pay all costs involved in obtaining the services including gas service and meter, water meter, pressure reducing valve, access boxes, street work. Connect to site utilities. Verify the location of all services. No extra cost will be allowed if services are not as shown.

C. Determine sanitary sewer and storm drain location and elevation at all points of connection before installing any piping. Notify Architect immediately if indicated grades cannot be maintained.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

PLUMBING PIPING SYSTEMS 221000 – 4

D. At time of final connection, and prior to opening valve to allow pressurization of water and gas piping from existing systems, on site or off site, perform a pressure test to indicate static pressure of existing systems. If pressure on water piping is greater than 80 psi, or gas pressure is not as indicated on Contract Documents, inform Architect immediately. Do not allow piping systems to be pressurized without written consent of the Architect.

3.2 PIPE JOINTS AND CONNECTIONS
A. General:

1. Cutting: Cut pipe and tubing square, remove rough edges or burrs. Bevel plain ends of steel pipe.

2. Remove scale, slag, dirt and debris from inside and outside of pipe before assembly.

3. Boss or saddle type fittings or mechanically extracted tube joints will not be allowed.

B. Threaded Pipe: Thread pipe with tapered pipe threads according to ASME B1.20.1. Cut threads full and clean using sharp dies. Ream threaded pipe ends to remove burrs and restore full ID. Join pipe fittings and valves as follows:

1. Apply thread compound to external pipe threads: Rectorseal No. 5, Permatex No. 1, or equal.

2. Damaged Threads: Do not use pipe or pipe fittings with threads that are corroded or damaged.

C. Flanged Joints: Select appropriate asbestos-free, nonmetallic gasket material in size, type, and thickness suitable for domestic water service. Join flanges with gasket and bolts according to ASME B31.9.

D. Joint Construction for Solvent-Cemented Plastic Piping: Clean and dry joining surfaces. Join pipe and fittings according to the following:

1. Comply with ASTM F 402 for safe-handling practice of cleaners, primers, and solvent cements. Apply primer.

2. CPVC Piping: Join according to ASTM D 2846/D 2846M Appendix.

3. PVC Piping: Join according to ASTM D 2855.

E. Copper Pipe and Tubing (Except pneumatic control piping): All joints shall be brazed according to ASME Section IX, Welding and Brazing Qualifications, except domestic water piping 1-1/4 inches and smaller when not buried in the ground or concrete and type DWV plumbing piping may be soldered.

1. Soldered joints: Apply water-flushable flux to end of tube. Join copper tube and fittings according to ASTM B 828.

F. Cast Iron Soil Pipe:

1. No-Hub fittings shall be made with a torque wrench.

2. Hub joints shall be with Ty-Seal couplings.

3. Wrought iron, steel, or copper pipe shall have a ring or part of a coupling screwed on to form a spigot end if caulked into a joint.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

PLUMBING PIPING SYSTEMS 221000 – 5

4. Connect cast iron sewer piping to outside service pipe with cast iron or vitrified clay reducers or increasers as required. Caulking of smaller pipe into the larger without a reducer or increaser will not be permitted.

G. Welded Pipe:

1. Make up with oxyacetylene or electric arc process.

2. All line welds shall be of the single "V" butt type. Welds for flanges shall be of the fillet type.

3. Where the branch is two pipe sizes smaller than the main or smaller, Bonney Weldolets, Threadolets, Nibco, or equal, may be used in lieu of welding tees.

H. PVC Sewer and Drainage Pipe (outside building as allowed only): Four inches and larger shall be bell and spigot, assembled in accordance with manufacturer's recommendations. Joint shall be tested in accordance with ASTM D3212. Solvent weld joints below 4 inches in size, schedule 40 PVC with matching fittings, assembled per manufacturer’s instructions.

I. Polyethylene Pipe: Assemble with fusion joints in strict accordance with manufacturer's instructions.

J. Make joints in PVC water pipe with PVC couplings and rubber rings, Manville Ring -Tite, PW Pipe, or equal. Check final location of rubber rings with the couplings with gauge or as recommended by the manufacturer. Make joints between PVC pipe and cast iron pipe or fittings using cast iron or PVC adapter fittings, installed as recommended by the manufacturer.

Ring-Tite PVC or cast iron pipe fittings may be used in lieu of standard fittings. Make connection to valves with cast iron adapters connected to the water pipe with PVC couplings.

K. Flexible Connections:

1. Furnish and install Thermo Tech., Inc. F/J/R, Metraflex, or equal, flexible couplings with limiter bolts on piping connections to all equipment mounted on anti-vibration bases, on each connection to each base mounted pump and where shown. Couplings shall be suitable for pressure and type of service.

2. Anchor piping securely on the system side of each flexible connection.

3.3 INSTALLATION OF STORM DRAINAGE SYSTEMS
A. Make joints in PVC sewer pipe with PVC-type couplings and rubber rings.

B. Check final location of rubber rings within the couplings with gauge or as recommended by the manufacturer. Make joints between PVC pipe and cast iron pipe or fittings using cast iron adapter fittings, installed as recommended by the manufacturer.

1. Ring-Tite cast iron pipe fittings may be used in lieu of standard fittings. Make connection to valves with cast iron adapters connected to the pipe with PVC couplings.

C. Storm Drain Piping: Run all horizontal storm drain piping inside of building on a uniform grade of not less than 1/4 inch per foot. Unless otherwise noted on the plans, piping shall have invert elevations as shown and slope uniformly between given elevations.

COM-2111413

CITY OF SACRAMENTO FAIRBAIRN WATER TREATMENT

PLANT - EXTERIOR IMPROVEMENTS
100% CONSTRUCTION DOCUMENTS
AN-20063
7-27-21

PLUMBING PIPING SYSTEMS 221000 – 6

D. Where possible, join groups of vent risers together with one enlarged outlet through roof.

Maintain minimum of 10 foot horizontal or 3 foot vertical clearance from air intakes.

3.4 INSTALLATION OF ROOF DRAINS AND OVERFLOW DRAINS
A. Install roof drains and overflow roof drains in accordance with manufacturer's written instructions and in locations indicated.

B. Coordinate with roofing as necessary to interface roof drains with roofing work.

1. 3.5 CARE AND CLEANING
A. Repair or replace broken, damaged, or otherwise defective parts, materials, and work. Leave entire work in condition satisfactory to Architect. At completion, carefully clean and adjust equipment, fixtures, and trim that are installed as part of this work. Leave systems and equipment in satisfactory operating condition.

3.6 OPERATIONAL TESTS
A. Test each piece of equipment to show that it will operate in accordance with indicated requirements.

3.7 CLEANING UP
A. Upon completion of Work remove materials, equipment, apparatus, tools, and the like, and leave premises clean, neat, and orderly.

END OF SECTION 22 10 00
COM-2111413

Page 1 of 1 ends

Sacramento City CouncilSeptember 20, 2022

Sacramento City Council
September 20, 2022