Sacramento City Council
December 6, 2022

City of Sacramento
City Council - 2PM Report
915 I Street Sacramento, CA 95814
www.cityofsacramento.org
File ID: 2022-02049 12/6/2022 Consent Item 17.

Contract: City Hall Garage Fire Repairs (V15210000)
File ID: 2022-02049
Location: 1000 I Street, District 4
Recommendation: Pass a Motion: 1) awarding the construction contract to Pullman SST, Inc. in an amount not to exceed $465,636 for the City Hall Garage Fire Repairs; and 2) authorizing the City Manager or the City Manager’s designee to execute the contract specified above.

Contact: Norm Colby, Facilities & Real Property Superintendent, (916) 808-8335, [email protected]; James Christensen, Facilities Manager, (916) 808-5863, [email protected], Department of Public Works Presenter: None
Attachments:
1-Description/Analysis
2-Contract with Pullman SST, Inc.

Additional Description/Analysis
Issue Detail: On March 20, 2021, the City Hall Garage located at 1000 I Street sustained damage due to a car fire on the west side of the building on the second floor. Due to the nature of the incident and suspected damage caused by the intense heat of the fire, staff contacted a structural engineer and had a preliminary safety analysis performed. It was determined that the garage had sustained damage to the post tension cabling system, car chargers, lighting and cosmetic damage due to smoke. The garage was closed to vehicle parking. The engineer developed a plan that included installing temporary shoring and blocking off part of the garage from use. In December of 2021 the garage was reopened at about 90 percent capacity.

Following the partial reopening, the structural engineers designed the permanent repair. The contract with Pullman SST, Inc. is necessary in order to complete the structural repairs of the City Hall Garage and restore it to 100 percent capacity.

File ID: 2022-02049 12/6/2022 Consent Item 17.

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

3.60.170(B) and City Public Projects Policy Section 2.2(a)(1), which state that the restrictions and provisions of Chapter 3.60 requiring the award of contracts by competitive bidding.

Economic Impacts: The recommended contract is expected to create 3.45 jobs (2.19 direct jobs and 1.26 jobs through indirect and induced activities) and create $454,704 in total economic output ($291,477 of direct output and another $163,227 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.

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. No environmental review is necessary.

Sustainability: Not applicable.

Commission/Committee Action: Not applicable.

Rationale for Recommendation: On September 22, 2022, the Department of Public Works issued invitation to bid B22014541003 for the City Hall Garage Fire Repairs. On October 26, 2022, staff received five bids which were determined to be responsive and responsible in meeting the bid and minimum Local Business Enterprise (LBE) participation requirements. Pullman SST, Inc. was determined to be the lowest responsive and responsible bidder.

City Staff has reviewed this proposal and recommends awarding the City Hall Garage Fire Repairs

File ID: 2022-02049 12/6/2022 Consent Item 17.
construction contract to Pullman SST, Inc. for an amount not to exceed $465,636.

Work is anticipated to start in January of 2023.

Financial Considerations: There is sufficient funding within the Parking Garage Structural Repairs Project (V15210000) to execute the recommended contract with Pullman SST, Inc. in the amount not to exceed $465,636 for the City Hall Garage Fire Repairs. The Parking Services Division will coordinate with Risk Management to collect any reimbursable expenses related to the insurance claim associated with the 2021 vehicle fire at City Hall Garage.

The above-described funding amounts do not include funding for the ongoing operation, maintenance, and repairs of the Parking Support Center.

Local Business Enterprise (LBE): Pullman SST, Inc is not an LBE and has partnered with White Cap to purchase supplies and materials for the repair of the mortar to meet the minimum LBE requirements.

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 D ate (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 C
oordinator: _______________________
Project Manager: ___________________________
Email: ______________________________
Department Review and Routing
(Signature) (Date)
(Signature) (Date)
(Signature) (Date)
Contracts:

Accounting:

Division Manager:

Department Director:
(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 SACR AMENTO, a municipal corporation (“City”), and PULLMAN SST, INC., 6400 GOODYEAR RD., BENICIA, CA 94510 (“Contractor”) in the amount of FOUR HUNDRED SIXTY -FIVE THOUSAND SIX HUNDRED THIRTY -SIX DOLLARS AND ZERO CENTS ($465,636).

The City and Contractor hereby mutually agree as follows:

1. CONTRACT DOCUMENTS

The Contract 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:

Notice 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

Unless specifically noted otherwise, references to t he “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 men tioned 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

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:

CITY HALL GARAGE FIRE REPAIRS
PN: V15210008, Bid #B22014541003

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 shall not exceed the total bid amount set forth in Contractor’s P roposal 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

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 Form approved by City Attorney 1-11-17 3
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 Contractor’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, and the City’s labor compliance officer provides written approval, the City shall issue a certificate for ninety-five (95 ) perc ent 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 Cont ractor and the Engineer as provided above shall be deemed to constitute the date that City receives an undisputed and properly submitted payment request from the Contractor. Progress payments not made within 30 days after t his date may be subject to payment of interest as provided in Public Contract Code Section 20104.50.

Form approved by City Attorney 1-11-17 4
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 Work t o final completion. The phase “ commence the Work” 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 discretion 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 NINETY (90) CALENDAR days from the date of the Notice to P roceed (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 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.

Form approved by City Attorney 1-11-17 5

11. ACCEPTANCE NOT RELEASE

Contractor shall correct immediately a ny 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 su bsequent 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 W ork 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 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 Form approved by City Attorney 1-11-17 6
defective in workmans hip 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 t he 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 the reof, and shall be presumed to be the amount of damages sustained by the failure of Contractor to complete the entire Work and/or any specified portion thereof within the time(s) specified herein.

Form approved by City Attorney 1-11-17 7
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 $2752.00 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 C ompletion 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 ri ght 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 i ncurred 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 of or failure to perform the Work by the Contractor, any subcontractor or agent, anyone directly or indirectly employed by any of them or anyone for Form approved by City Attorney 1-11-17 8
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

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.

18. GENERAL LIABILITY OF CONTRACTOR

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 me ntion 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.

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.

Form approved by City Attorney 1-11-17 9

A. Minimum Scope & Limits of Insurance Coverage

(1) Commercial 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 it s 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 sh all provide coverage for owned, non -owned, and/or hired autos as appropriate to the operations of the Contractor.

No 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) Excess 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) Workers’ Compensation Insurance with statutory limits, and Employers’ Liability Insurance with limits of not less than one million 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:

Form approved by City Attorney 1-11-17 10
“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. Additional Insured Coverage

(1) Commercial 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) Automobile Liability Insurance : The City, its officials, employees, and volunteers shall be covered by policy ter ms or endorsement as additional insureds as respects auto liability.

C. Other 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. Acceptability of Insurance

Insurance shall be placed with insurers with a Bests’ rating of not less than A:VI. Self -insured retentions, policy terms or other variations that do not comply with the requirements of this Section 3 must be declared to and approved by the City in writing prior to execution of this Contract.

E. Verification of Coverage
Form approved by City Attorney 1-11-17 11

(1) Contractor shall furnish City with certificates and required endorsements evidencing the insurance required. Copies of policies shall be delivered to the City on demand. 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 policy 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. Subcontractors

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

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 a nd 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 so , and the City sh all have no responsibility or liability for any costs incurred by Contractor as a result of such suspension of Work.

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.

Form approved by City Attorney 1-11-17 12

The Contractor shall be solely responsible for, and shall defend, indemnify and hold harmless the City, its officers, employees and agents against and from, any and all damages, claims, losses, actions, costs or other expenses of any kind incurred by any party as a direct or indirect result of any suspension of Work or termination of the Contract under the provisions of this Section.

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 restr ictions; strikes; lockouts; sitdowns; 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 c ommencing 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 include: (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 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 period 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 ext ension of time only if the notice requests Form approved by City Attorney 1-11-17 13
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

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 contemplatio n of the parties, provided that the Contractor timely submits all such written notice(s) and fully complies 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.

Form approved by City Attorney 1-11-17 14

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 written notice to Contractor specifying the date of termination. Such notice also may specify conditions or requirements that Contractor must meet to avoi d 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).

27. TERMINATION FOR CONVENIENCE

Upon written notice to the Contractor, the City may at any time, witho ut 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 a ny 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 Engine er, 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.

Form approved by City Attorney 1-11-17 15

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. Contra ctor’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 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 Contr actor 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 pa rt of the Work, waiver of any prior breach of the Contract or failure to take action pursuant to Form approved by City Attorney 1-11-17 16
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 assignmen t 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. The 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.

31. ACCOUNTING RECORDS OF CONTRACTOR

During performance of the Contract and f or 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. Use 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 Form approved by City Attorney 1-11-17 17
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. Sellers Permit : For any construction co ntract 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 understa nds 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 Contra ctor’s compliance. Any violation by Contractor of Sacramento City Code Chapter 3.54 constitutes a material breach of this Agreement, for which the City may terminate the Agreement and pursue all available legal and equitable remedies.

34. CONSIDERING C RIMINAL 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 requ irements 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 complia nce. 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 Form approved by City Attorney 1-11-17 18
Code Chapter 3.62, and include these requirements in all subcontracts covered by Sacramento City Code Chapter 3.62.

Form approved by City Attorney 1-11-17 19
IN WITNESS WHEREOF, the parties hereto have signed th is Agreement on the date set for opposite their names.

CONTRACTOR

Under penalty of perjury, I certify that the
taxpayer identification number and all other
information provided here are correct.

DATE BY_________________________________ ____________________________________
Print Name
____________________________________
Title

BY_________________________________
___________________________________
Print Name
____________________________________
Title

DIR Registration #
____________________________________
Federal ID#
____________________________________
State ID#
____________________________________
City of Sacramento Business Operation Tax
Certificate No. (City will not award contract
until Certificate Number is obtained)

Type of Business Entity (check one):

_____ Individual/Sole Proprietor
_____ Partnership
_____ Corporation
_____ Limited Liability Company
_____Other (please specify:________________)

CITY OF SACRAMENTO
a municipal corporation

DATE BY _________________________________ For: Howard Chan, City Manager

Original Approved As To Form: Attest:

City Attorney City Clerk

11/16/2022
Dave Clark
Assistant Secretary
1000003194
22-3270937
X

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE

THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS.

INSURER(S) AFFORDING COVERAGE
INSURER F :

INSURER E :

INSURER D :

INSURER C :

INSURER B :

INSURER A :

NAIC #
NAME:

CONTACT
(A/C, No):

FAX
E-MAIL
ADDRESS:

PRODUCER
(A/C, No, Ext):

PHONE

INSURED
REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.

If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).

THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS

CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.

OTHER:
(Per accident)
(Ea accident)
$
$
N / A
SUBR
WVD
ADDL
INSD

THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS

CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. $ $
$
$PROPERTY DAMAGE
BODILY INJURY (Per accident)
BODILY INJURY (Per person)

COMBINED SINGLE LIMIT

AUTOS ONLY

AUTOSAUTOS ONLY

NON-OWNED

SCHEDULEDOWNED

ANY AUTO

AUTOMOBILE LIABILITY
Y / N

WORKERS COMPENSATION

AND EMPLOYERS' LIABILITY
OFFICER/MEMBER EXCLUDED?
(Mandatory in NH)
DESCRIPTION OF OPERATIONS below
If yes, describe under

ANY PROPRIETOR/PARTNER/EXECUTIVE
$
$
$
E.L. DISEASE - POLICY LIMIT
E.L. DISEASE - EA EMPLOYEE
E.L. EACH ACCIDENT
ER
OTH-

STATUTE
PER

LIMITS(MM/DD/YYYY)

POLICY EXP
(MM/DD/YYYY)

POLICY EFF

POLICY NUMBERTYPE OF INSURANCELTR
INSR
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required)

EXCESS LIAB
UMBRELLA LIAB $EACH OCCURRENCE
$AGGREGATE
$
OCCUR

CLAIMS-MADE
DED RETENTION $
$PRODUCTS - COMP/OP AGG
$GENERAL AGGREGATE
$PERSONAL & ADV INJURY
$MED EXP (Any one person)
$EACH OCCURRENCE

DAMAGE TO RENTED
$PREMISES (Ea occurrence)

COMMERCIAL GENERAL LIABILITY

CLAIMS-MADE OCCUR
GEN'L AGGREGATE LIMIT APPLIES PER:

POLICY PRO-

JECT LOC

CERTIFICATE OF LIABILITY INSURANCE

DATE (MM/DD/YYYY)

CANCELLATION

AUTHORIZED REPRESENTATIVE
ACORD 25 (2016/03)
© 1988-2016 ACORD CORPORATION. All rights reserved.

CERTIFICATE HOLDER
The ACORD name and logo are registered marks of ACORD
HIRED

AUTOS ONLY
Willis Towers Watson Southeast, Inc.
c/o 26 Century Blvd
P.O. Box 305191
Nashville, TN 372305191 USA
Pullman SST, Inc.
10150 Old Columbia Road
Columbia, MD 21046
COI # : IC-0507494; Job #637676 - Sacramento City Hall Garage Fire Repairs Excess: $3,000,000 excess of $7,000,000 is provided as a shared limit through two insurance companies as follows:

Starr Indemnity & Liability Company Policy Number: 1000586391221 $1,500,000 of the $3,000,000 x $7,000,000 layer RSUI Indemnity Company Policy Number: NHA098417 $1,500,000 of the $3,000,000 x $7,000,000 layer City of Sacramento
5730 24th Street, Building 4
Sacramento, CA 95822
11/09/2022
1-877-945-7378
1-888-467-2378
[email protected]
National Union Fire Insurance Company of P
19445
XL Specialty Insurance Company
AIU Insurance Company
37885
19399
W26626812
A
5,000,000
1,000,000
10,000
5,000,000
5,000,000
5,000,000
Y
Y
6938932
07/01/2022
07/01/2023
A
5,000,000
07/01/2023
07/01/2022
Y
2867423
B
7,000,000
10,000
Y
US00062096LI22A
07/01/2022
07/01/2023
7,000,000
WC 063724480 (CA)
C
Y
1,000,000
No
07/01/2022
07/01/2023
1,000,000
1,000,000
2737126
23312243
SR ID:

BATCH:

Willis Towers Watson Certificate Center

ACORD 101 (2008/01)
The ACORD name and logo are registered marks of ACORD
© 2008 ACORD CORPORATION. All rights reserved.

THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER:

FORM TITLE:

ADDITIONAL REMARKS

ADDITIONAL REMARKS SCHEDULE
Page of
AGENCY CUSTOMER ID: LOC #:

AGENCY

CARRIER

NAIC CODE

POLICY NUMBER

NAMED INSURED
EFFECTIVE DATE:

Pullman SST, Inc.
10150 Old Columbia Road
Columbia, MD 21046
When required by written contract, City of Sacramento, its officials, employees and volunteers are included as Additional Insureds with respect to General Liability.

When required by written contract, a waiver of subrogation applies in favor of the Additional Insureds with respect to General Liability, Auto Liability and Umbrella/Excess Liability.

Waiver of Subrogation applies in favor of Additional Insureds with respects to Workers Compensation as permitted by law.
2 2
Willis Towers Watson Southeast, Inc.

See Page 1
See Page 1
See Page 1
See Page 1
25 Certificate of Liability Insurance
W26626812
CERT:
2737126
BATCH:
23312243
SR ID:

© 2022 WTW. All rights reserved. Proprietary and Confidential Page 1 of 1 wtwco.com
Date: 06/22/2022
To Whom it May Concern:

SPECIAL NOTE WITH REGARD TO UMBRELLA/EXCESS LIMIT SHOWN. PLEASE NOTE THAT THIS CERTIFICATE EVIDENCES A TOTAL OF $10,000,000 IN UMBRELLA/EXCESS LIMITS. PLEASE SEE THE ACORD CERTIFICATE WHICH SHOWS:

Effective Date: 07/01/2022
Expiration Date: 07/01/2023
Lead: AXA XL US00062096LI22A with a limit of $7,000,000 Excess: $3,000,000 excess of $7,000,000 is provided as a shared limit through two insurance companies:

Starr Policy Number: 1000586391211 $1,500,000 of the $3,000,000 x $7,000,000 layer RSUI Policy Number: NHA098417 $1,500,000 of the $3,000,000 x $7,000,000 layer

CG 20 10 12 19 Insurance Services Office, Inc., 2018 Page 1 of 2 POLICY NUMBER:

GL 693-89-32

COMMERCIAL GENERAL LIABILITY
CG 20 10 12 19
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

ADDITIONAL INSURED - OWNERS, LESSEES OR

CONTRACTORS - SCHEDULED PERSON OR

ORGANIZATION
This endorsement modifies insurance provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART

SCHEDULE
Name Of Additional Insured Person(s)
Or Organization(s) Location(s) Of Covered Operations
Any person or organization whom
you become obligated to include as
an additional insured as a result
of any contract or agreement you
have entered into.

Per the written contract or
agreement.

Information required to complete this Schedule, if not shown above, will be shown in the Declarations.

A. Section II – Who Is An Insured is amended to
include as an additional insured the person(s) or
organization(s) shown in the Schedule, but only
with respect to liability for "bodily injury",
"property damage" or "personal and advertising
injury" caused, in whole or in part, by:

1. Your acts or omissions; or

2. The acts or omi ssions of those acting on
y
our behalf;
in the performance of your ongoing operations
for the additional insured(s) at the location(s)
designated above.

However:

1. The insurance afforded to such additional
insured only applies to the extent permitted
by law; and

2. If coverage provided to the a dditional
insured is required by a contract or
agreement, the insurance afforded to such
additional insured will not be broader than
that which you are required by the contract
or agreement to provide for such additional
insured.

B. With respect to the insurance afforded to these
additional insureds, the following additional
exclusions apply:

This insurance does not apply to "bodily injury"
or "property damage" occurring after:

1. All work, including materials, parts or
equipment furnished in connection with such
w
ork, on the project (other than service,
maintenance or repairs) to be performed by
or on behalf of the additional insured(s) at
the location of the covered operations has
been completed; or

2. That portion of "your work" out of which
the injury or damage arises has been put to
its intended use by any person or
organization other than another contractor or
subcontractor engaged in performi ng
ope
rations for a principal as a part of the
same project.

C. With respect to the insurance afforded to these
additional insureds, the following is added to
Section III – Limits Of Insurance:

If coverage provided to the additional insured is
required by a contract or agreement, the most
we will pay on behalf of the additional insured
is the amount of insurance:

1. Required by the contract or agreement; or

2. Available under the applicable limits of
insurance;
whichever is less.

This endorsement shall not increase the
applicable limits of insurance.

POLICY NUMBER:

GL 693-89-32

COMMERCIAL GENERAL LIABILITY
CG 20 37 12 19
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

ADDITIONAL INSURED - OWNERS, LESSEES OR

CONTRACTORS - COMPLETED OPERATIONS
This endorsement modifies insurance provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART

PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART

SCHEDULE
Name Of Additional Insured Person(s)
Or Organization(s) Location And Description Of Completed Operations

ANY PERSON OR ORGANIZATION WHO YOU

BECOME OBLIGATED TO INCLUDE AS AN

ADDITIONAL INSURED AS A RESULT OF

ANY CONTRACT OR AGREEMENT YOU HAVE
ENTERED INTO.

PER THE WRITTEN CONTRACT OR

AGREEMENT
Information required to complete this Schedule, if not shown above, will be shown in the Declarations.

A. Section II – Who Is An Insured is amended to
include as an additional insured the person(s) or
organization(s) shown in the Schedule, but only
with respect to liability for "bodily injury" or
"property damage" caused, in whole or in part,
by "your work" at the location designated and
de
scribed in the Schedule of this endorsement
performed for that additional insured and
included in the "products -completed operations
hazard".

However:

1. The insurance afforded to such additional
insured only applies to the extent permitted
by law; and

2. If coverage provided to the additional
insured is required by a contract or
agreement, the insurance afforded to such
additional insured will not be broader than
that which you are required by the contract
or agreement to provide for such additional
insured.

B. With respect to the insurance afforded to these
additional insureds, the following is added to
Section III – Limits Of Insurance:

If coverage provided to the additional insured is
required by a contract or agreement, the most
we will pay on behalf of the additional insured
is
the amount of insurance:

1. Required by the contract or agreement; or

2. Available under the applicable limits of
insurance;
whichever is less.

This endorsement shall not increase the
applicable limits of insurance.

CG 20 37 12 19 Insurance Services Office, Inc., 2018 Page 1 of 1 107414 (03/11)
Authorized Representative

All other terms, conditions and exclusions shall remain the same.

ENDORSEMENT #
This endorsement, effective 12:01 A.M.

07/01/2022

forms a part of
Policy No.

GL 693-89-32

issued to

STRUCTURAL GROUP, INC.

By

NATIONAL UNION FIRE INSURANCE COMPANY OF PITTSBURGH, PA THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

LIMITED ADVICE OF CANCELLATION PROVIDED VIA E-MAIL

TO ENTITIES OTHER THAN THE FIRST NAMED INSURED
This policy is amended as follows:

In

the

event

that

the

Insurer

cancels

this

policy

for

any

reason

other

than

non-payment

of

premium,
and

1. the cancellation effective date is prior to this policy's expiration date;

2. the

First

Named

Insured

is

under

an

existing

contractual

obligation

to

notify

a

certificate

holder

when

this

policy

is

canceled

(hereinafter,

the

"Certificate

Holder(s)")

and

has

provided

to

the

Insurer
,

either

directly

or

through

its

broker

of

record,

the

email

address
of a contact at each such entity; and

3. the

Insurer

received

this

information

after

the

First

Named

Insured

receives

notice

of

cancellation

of

this

policy

and

prior

to

this

policy's

cancellation

effective

date,

via

an

electronic spreadsheet that is acceptable to the

Insurer,
the

Insurer

will

provide

advice

of

cancellation

(the

"Advice")

via

e-mail

to

each

such

Certificate

Holders

within

60 days

after

the

First

Named

Insured

provides

such

information

to

the

Insurer

;
provided,

however,

that

if

a

specific

number

of

days

is

not

stated

above,

then

the

Advice

will

be

provided

to

such

Certificate

Holder(s)

as

soon

as

reasonably

practicable

after

the

First

Named

Insured

provides such information to the

Insurer
.

Proof

of

the

Insurer

emailing

the

Advice,

using

the

information

provided

by

the

First

Named

Insured
,
will serve as proof that the

Insurer

has fully satisfied its obligations under this endorsement.

This

endorsement

does

not

affect,

in

any

way,

coverage

provided

under

this

policy

or

the

cancellation

of

this

policy

or

the

effective

date

thereof,

nor

shall

this

endorsement

invest

any

rights
in any entity not insured under this policy.

The following Definitions apply to this endorsement:

1. First

Named

Insured

means

the

Named

Insured

shown

on

the

Declarations

Page

of

this

policy.

2. Insurer

means

the

insurance

company

shown

in

the

header

on

the

Declarations

page

of

this

policy.
107414 (03/11)
Authorized Representative

All other terms, conditions and exclusions shall remain the same.

ENDORSEMENT #
This endorsement, effective 12:01 A.M.

07/01/2022

forms a part of
Policy No.

CA

286-74-23

issued to

STRUCTURAL GROUP, INC.

By

NATIONAL UNION FIRE INSURANCE COMPANY OF PITTSBURGH, PA THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

LIMITED ADVICE OF CANCELLATION PROVIDED VIA E-MAIL

TO ENTITIES OTHER THAN THE FIRST NAMED INSURED
This policy is amended as follows:

In

the

event

that

the

Insurer

cancels

this

policy

for

any

reason

other

than

non-payment

of

premium,
and

1. the cancellation effective date is prior to this policy's expiration date;

2. the

First

Named

Insured

is

under

an

existing

contractual

obligation

to

notify

a

certificate

holder

when

this

policy

is

canceled

(hereinafter,

the

"Certificate

Holder(s)")

and

has

provided

to

the

Insurer
,

either

directly

or

through

its

broker

of

record,

the

email

address
of a contact at each such entity; and

3. the

Insurer

received

this

information

after

the

First

Named

Insured

receives

notice

of

cancellation

of

this

policy

and

prior

to

this

policy's

cancellation

effective

date,

via

an

electronic spreadsheet that is acceptable to the

Insurer,
the

Insurer

will

provide

advice

of

cancellation

(the

"Advice")

via

e-mail

to

each

such

Certificate

Holders

within

60 days

after

the

First

Named

Insured

provides

such

information

to

the

Insurer

;
provided,

however,

that

if

a

specific

number

of

days

is

not

stated

above,

then

the

Advice

will

be

provided

to

such

Certificate

Holder(s)

as

soon

as

reasonably

practicable

after

the

First

Named

Insured

provides such information to the

Insurer
.

Proof

of

the

Insurer

emailing

the

Advice,

using

the

information

provided

by

the

First

Named

Insured
,
will serve as proof that the

Insurer

has fully satisfied its obligations under this endorsement.

This

endorsement

does

not

affect,

in

any

way,

coverage

provided

under

this

policy

or

the

cancellation

of

this

policy

or

the

effective

date

thereof,

nor

shall

this

endorsement

invest

any

rights
in any entity not insured under this policy.

The following Definitions apply to this endorsement:

1. First

Named

Insured

means

the

Named

Insured

shown

on

the

Declarations

Page

of

this

policy.

2. Insurer

means

the

insurance

company

shown

in

the

header

on

the

Declarations

page

of

this

policy.

IXI 405 0910
© 2010 X.L. America, Inc. All Rights Reserved.

May not be copied without permission.

ENDORSEMENT #31

This endorsement, effective 12:01 a.m.,
July 01, 2022
forms a part of

Policy No.

US00062096LI22A
issued to
Structural Group, Inc.

by
XL Specialty Insurance Company.

THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

CANCELLATION NOTIFICATION TO OTHERS ENDORSEMENT

In the event coverage is cancelled for any statutorily permitted reason, other than nonpayment of premium, advanced written notice will be mailed or delivered to person(s) or entity(ies) according to the notification schedule shown below:

Name of Person(s) or Entity(ies)
Mailing Address:

Number of Days
Advanced
Notice of
Cancellation:

Per list on File with Broker
Per list on File with Broker
30 All other terms and conditions of the Policy remain unchanged.

BLANKET
WAIVER
OF
OUR
RIGHT
TO

RECOVER
FROM
OTHERS

ENDORSEMENT
This
endorsement
changes
the
policy
to
which
it
is
attached
effective
on
the
inception
date
of
the
poli
cy
unless
a
different
date
is
indicated
below.
(The
following
"attaching
clause"
need
be
completed
only
when
this
endorsement
is
issued
subsequent
to
prep
aration
of
the
policy).

By
We
have
a
right
to
recover
our
payments
from
anyone
liable
for
an
injury
covered
by
this
policy.

We
will
not
enforce
our
right
against
any
person
or
organization
with
whom
you
have
a
written
contract
that
requires
you
to
obtain
this
agreement
from
us,
as
regards
any
work
you
perform
for
such
person
or
organization.

The
additional
premium
for
this
endorsement
shall
be
%
of
the
total
estimated
workers
comp
ensation
premium
for
this
policy.

WC 04 03 61
Countersigned by
______________________________
(Ed. 11/90)

A I U INSURANCE COMPANY

2.00 This

endorsement,

effective

12:01

AM

07/01/2022
Issued

to

STRUCTURAL GROUP, INC.

Authorized

Representative
forms

a

part

of

Policy

No.

WC 063-72-4480
forms
a
part
of
Policy
No.

LIMITED ADVICE OF CANCELLATION PROVIDED VIA E-MAIL

TO ENTITIES OTHER THAN THE NAMED INSURED
WC 99 00 56
(Ed. 04/11)
(WORKERS' COMPENSATION ONLY)
All other terms, conditions and exclusions shall remain the same.

AUTHORIZED REPRESENTATIVE
This
endorsement
changes
the
policy
to
which
it
is
attached
effective
on
the
inception
date
of
the
policy
unless
a
different
date
is
indicated
below.
(The
following
"attaching
clause"
need
be
completed
only
when
this
endorsement
is
issued
subsequent
to
preparation
of
the
policy).

THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

This policy is amended as follows:

In the event that the
Insurer
cancels this policy for any reason other than non-payment of premium, and

1. the cancellation effective date is prior to this policy's expiration date;

2. the
Named
Insured

or,
if
applicable,
any
other
employers
named
in
Item
1 of
the
Information
Page
is
under
an
existing
contractual
obligation
to
notify
a
certificate
holder
when
this
policy
is
canceled
(hereinafter,
the
"Certificate
Holder(s)")
and
the
Named
Insured

has
provided
to
the
Insurer
,
either
directly
or
through
its
broker of record, the email address of a contact at each such entity; and

3. the
Insurer

received
this
information
after
the
Named
Insured

receives
notice
of
cancellation
of
this
policy
and
prior to this policy's cancellation effective date, via an electronic spreadsheet that is acceptable to the Insurer
,
the
Insurer

will
provide
advice
of
cancellation
(the
"Advice")
via
e-mail
to
each
such
Certificate
Holders
within
60 days
after
the
Named
Insured

provides
such
information
to
the
Insurer
;
provided,
however,
that
if
a
specific
number
of
days
is
not
stated
above,
then
the
Advice
will
be
provided
to
such
Certificate
Holder(s)
as
soon
as
reasonably
practicable
after the
Named Insured
provides such information to the
Insurer
.

Proof
of
the
Insurer

emailing
the
Advice,
using
the
information
provided
by
the
First
N
a
m
ed
Insured
,
will
serve
as
proof that the
Insurer
has fully satisfied its obligations under this endorsement.

This
endorsement
does
not
affect,
in
any
way,
coverage
provided
under
this
policy
or
the
cancellation
of
this
policy
or
the effective date thereof, nor shall this endorsement invest any rights in any entity not insured under this policy.

The following definitions apply to this endorsement:

1. Named Insured
means the insured first named employer in Item 1 of the Information Page of this policy.

2. Insurer
means the insurance company shown in the header on the Information Page of this policy.

DRAFT
This

endorsement,

effective

12:01

AM

07/01/2022

Issued

to

STRUCTURAL GROUP, INC.

By

A I U INSURANCE COMPANY
WC 063-72-4480
SACRAMENTO Bid Proposal
TO THE HONORABLE CITY COUNCIL, SACRAMENTO, CALIFORNIA: In compliance with the Contract Documents, the undersigned hereby proposes to furnish all required labor, materials, supervision, transportation, equipment, services, taxes and incidentals required for:

CITY HALL GARAGE FIRE REPAIRS
(PN: V15210008, Bid #622014541003)
in the City and County of Sacramento, California. The Work is to be done in strict conformity with the Contract Documents now on file in the Office of the City Clerk, for the following sum:
item
No. Item
1 City Hall Garage Fire Repairs
QTY Unit Unit Price
1 Lump Sum $ 465,636
Total
$ 465,636

TOTAL $ 465,636
The undersigned agrees to execute the Agreement and provide City the executed Agreement, the required insurance certificates, endorsements, and waivers of subrogation, and the required surety bonds within ten (10) calendar days after the undersigned's receipt of the City's notice that the undersigned will be recommended for Contract award and prior to award of the Contract by the City Council. It is understood that this Bid Proposal is based upon completion of the Work within a period of 90 CALENDAR DAYS commencing on the date set forth in the written Notice to Proceed issued by the City to the Contractor. The Contractor is hereby notified and reminded that per City Contract requirements, the City will issue a Notice to Proceed within 15 calendar days of execution of contract by City. Contract workdays will start immediately on the date of the Notice to Proceed. Attached is a sample of a Notice to Proceed. The amount of liquidated damages to be paid by the Contractor for failure to complete the work by the completion date (as extended, if applicable) shall be One Thousand Dollars ($1,000) for each calendar day, continuing to the time at which the work is completed. Such amount is the actual cash value agreed upon as the loss to the City resulting from the default of the Contractor. By signing, it is also understood that all labor compliance requirements must be met by all contractors, sub-contractors, and sub-tier contractors before any payment can be made. Failure to meet the labor compliance requirements will result in your pay request or invoice being rejected. No payment shall be made by the City until full compliance has been met. Partial payments/partial withholdings will not be authorized. Work under these Special Provisions shall be performed by qualified personnel experienced in work described herein. The Contractor and/or its subcontractor shall possess current and active licenses issued by the California Contractors State License Board for GENERAL B LICENSE at the time of the bid submittal and throughout the construction period. Any cited violations or pending violation investigations by the California Contractors State Licensing Board within three years prior to the date of the bid submittal shall be fully disclosed in the bid.

CLASS GENERAL B LICENSE # 866480

OTHER LICENSE #
Name:

Address:

Name, Pullman SST, Inc.

Address: 6400 Goodyear Rd

Benicia, CA 94510

Issue Date: 10/31/20 Expiration Date: 10/31/2023

Issue Date: Expiration Date:

DETERMINATION OF LOW BIDDER
The determination of the low bidder will be based on the base bid and all additives, if any. However, the contract award may not include any of the additives. The City reserves the right to select which additives, if any, to include in the contract award in addition to the base bid work. If an additive is an alternative to a bid item and the additive is to be awarded, the contract amount will be based on the additive price instead of the base bid item price. In determining the amount bid by each bidder, the City may disregard mathematical errors in addition, subtraction, multiplication, and division that appear obvious on the face of the Proposal. When such a mathematical error appears on the face of the Proposal, the City shall have the right to correct such error and to compute the total amount bid by said bidder on the basis of the corrected figure or figures. The City Council may reject any and all bids and waive any informalities or minor irregularities in the bids. When an item price is required to be set forth in the Proposal, and the total for the item set forth separately does not agree with a figure which is derived by multiplying the item price times the Engineer's estimate of the quantity of work to be performed for said item, the item price shall prevail over the sum set forth as the total for the item unless, in the sole discretion of the City, such a procedure would be inconsistent with the policy of the bidding procedure. The total paid for each such item of work shall be based upon the item price and not the total price. Should the Proposal contain only total price for the item and the item price is omitted, the City shall determine the item price by dividing the total price for the item by the Engineer's estimate of the estimated quantities of work to be performed as items of work. If the Proposal contains neither the item price nor the total price for the item, then it shall be deemed incomplete, and the Proposal shall be deemed non-responsive. The undersigned has Rev 2-15-2022
Legal Business Name:

Pullman SST, inc.

Business Address: 6400 Goodyear Rd
Benicia, CA 94510
707-745-3800 Phone:

Email: [email protected]
Print or type clearly - results will be emailed

PRIME CONTRACTOR INFORMATION

ADDENDUM ACKNOWLEDGEMENT
The undersigned agrees that all addenda received and acknowledged herein shall become a part of and be included in this Bid Proposal. This Bid Proposal includes the following addenda:

Addendum 1 Addendum 2 Addendum
Addendum Addendum Addendum
Contractor Signature:

PRIME CONTRACTOR - TYPE OF BUSINESS
lf the Bidder is a corporation, the Bid Proposal must be executed in the name of the corporation and must be signed by a duly authorized officer of the corporation. If the Bidder is a partnership, the Bid Proposal must be executed in the name of the partnership and one of the partners must subscribe their signature thereto as the authorized representative of the partnership. Check one:
0 Individual El Partnership
2g Corporation El Limited Liability Company
0 Other
SACRAMENTO Bid Proposal
examined the location of the proposed Work, the local conditions at the place where the Work is to be done, is familiar with the Contract Documents and is familiar and expressly agrees to the liquidated damages provision of the Contract Documents.

The undersigned has checked carefully all of the foregoing figures and understands that the City of Sacramento will not be responsible for any errors or omissions on the part of the undersigned in making up this Bid Proposal.

CONTRACTOR TO COMPLETE AND SIGN:

BID BOND
Enclosed is a Bid Proposal Guarantee, as required, consisting of a bidder's bond or other acceptable security for not less than ten percent (10%) of the amount Bid Proposal. Amount of Bid Proposal Guarantee Enclosed:
(must not be less than 10% of the total bid amount including alternates) 46,565 Bid Bond
Certified Check
Cashier's Check
Money Order
Other

PRIME CONTRACTOR LICENSES & TAX INFORMATION
Contractors State License #: 866480 Expiration: 10/31/22 (must be valid at time of bid)
DIR Registration #: 1000003194 Expiration: 6/30/23
(must be valid at time of bid)
City of Sacramento Business Operation Tax #: 1026302
(must be valid prior to award of contract)
BOTC Expiration: 06/30/23
State Tax ID# 101 '667573 Federal Tax 1p # 22-3270937

THIS BOX FOR CITY USE ONLY

CITY CLERK TO FILL OUT
Bid Bond Security Received:
0 Properly Signed 0 Improperly Signed
1=1 Not Included
Type of Deposit Received:
kBid Bond 0 Certified Check
0 Cashier's Check 0 Money Order
0 Other
David Clark
• SIGNATURE
Branch Director
Signers Title
Print or Type Signers Name
10/26/2022
Date
Rev 2- 15• '202'2

CITY HALL GARAGE FIRE REPAIRS
PN: V15210008, Bid #B22014541003

MINIMUM QUALIFICATIONS QUESTIONNAIRE
Sacramento City Code Section 3.60.020 authorizes the Sacramento City Council to adopt standard minimum qualifications for bidders on competitively bid public works construction projects, and requires, arnong other provisions, that a bidder meet such minimum qualifications at the time of bid opening in order to bid. On July 31, 2007, the City Council adopted Resolution No. 2007-574 establishing these standard minimum qualifications. Pursuant to City Code section 3.60.020, a bidder failing to meet these minimum qualifications at the time of bid opening shall not be considered a responsible bidder for purposes of bidding on the subject project.

All bidders must demonstrate compliance with the minimum qualifications established by Resolution No. 2007-574 by completing all of the questions contained in this questionnaire. Bidder responses shall be limited to those operating business units, offices, branches and/or subsidiary divisions of the bidder that will be involved with the performance of any project work if awarded the contract. If a bidder answers "yes" to any single question, fails to submit a fully completed questionnaire, or submits false information, this will result in a determination that the minimum qualifications are not met, and the bidder shall not be considered a qualified bidder for purposes of bidding on this contract If two or more entities submit a bid on a contract as a Joint Venture, each entity within the Joint Venture must separately meet these minimum qualifications for the Joint Venture to be considered a qualified bidder.

The City of Sacramento ("City") shall make its determination on the basis of the submitted questionnaire, as well as any relevant information that is obtained from others or as a result of investigation by the City. While it is the intent of this questionnaire to assist the City in determining whether bidders possess the minimum qualifications necessary to submit bids on the City's competitively bid public works construction contracts, the fact that a bidder submits a questionnaire demonstrating that it meets these minimum qualifications shall not in any way limit or affect the City's ability to: (1) review other information contained in the bid submitted by the bidder, and additional relevant information, and determine whether the contractor is a responsive and/or responsible bidder; or (2) establish pre-qualification requirements for a specific contract or contracts.

By submitting this questionnaire, the bidder consents to the disclosure of its questionnaire answers: (i) to third parties for purposes of verification and investigation; (ii) in connection with any protest, challenge or appeal of any action taken by the City; and (iii) as required by any law or regulation, including without limitation the California Public Records Act (Calif. Gov't Code sections 6250 et seq.). Each questionnaire must be signed under penalty of perjury in the manner designated at the end of the form, by an individual who has the legal authority to bind the bidder submitting the questionnaire. If any information provided by a bidder becomes inaccurate, the bidder shall immediately notify the City and provide updated accurate information in writing, under penalty of perjury.

QUESTIONNAIRE
NOTICE: For firms that maintain other operating business units, offices, branches and/or subsidiary divisions that will not be involved with the performance of any project work if the firm is awarded the contract, references hereafter to "your firm" shall mean only those operating business units, offices, branches and/or subsidiary divisions that will be involved with the performance of any project work.

All of the following questions regarding "your firm" refer to the firm (corporation, partnership or sole proprietor) submitting this questionnaire, as well as any firm (s) with which any of your firm's owners, officers, or partners are or have been associated as an owner, officer, partner or similar position within the last five years. The firm submitting this questionnaire shall not be considered a responsible bidder if the answer to any of these questions is "yes", or if the firm submits a questionnaire that is not fully completed or contains false information.

1. Classification & Expiration Date(s) of California Contractor's License Number(s) held by firm:

CA Contractors License A, B #866480 10/31/23

2. Has a contractor's license held by your firm and/or any owner, officer or partner of your firm been revoked at anytime in the last five years?

Yes X No

3. Within the last five years, has a surety firm completed a contract on your firm's behalf, or paid for completion of a contract to which your firm was a party, because your firm was considered to be in default or was terminated for cause by the project owner? - Yes XNo

4. At the time of submitting this minimum qualifications questionnaire, is your firm ineligible to bid on or be awarded a public works contract, or perform as a subcontractor on a public works contract, pursuant to either California Labor Code section 1777.1 (prevailing wage violations) or Labor Code section 1777.7 (apprenticeship violations)?
- Yes X No

5. At any time during the last five years, has your firm, or any of its owners, officers or partners been convicted of a crime involving the awarding of a contract for a government construction project, or the bidding or performance of a government contract?

Yes X No

6. Answer either subsection A or B, as applicable:

A. Your firm has completed three or more government construction contracts in Sacramento County within the last five years: Within those five years, has your firm been assessed_liquidated damages on three or more government construction contracts in Sacramento County for failure to complete contract work on time?
NOTE: If there is a pending administrative or court action challenging the assessment of liquidated damages on a government contract within the last five years, you need not include that contract in responding to this question.

Yes No -- Not applicable
OR
B. Your firm has not completed at least three government construction contracts in Sacramento County within the last five years: Within the last three years, has your firm been assessed liquidated damages on three or more government construction contracts for failure to complete contract work on time?
NOTE: If there is a pending administrative or court action challenging an assessment of liquidated damages on a government contract within the last three years, you need not include that contract in responding to this question.

_ Yes X No Not applicable

7. In the last three years has your firm been debarred from bidding on, or completing, any government agency or public works construction contract for any reason? NOTE: If there is a pending administrative or court action challenging a debarment, you need not include that debarment in responding to this question.

_IYes x. No

8. Has CAL OSHA assessed a total of three or more penalties against your firm for any "serious" or "willful" violation occurring on construction projects performed in Sacramento County at any time within the last three years?
NOTE: If there is a pending administrative or court action appealing a penalty assessment, you need not include that penalty assessment in responding to this question.

Yes X No

9. Answer either subsection A or B, as preferred:

A. In the last three years has your firm had a three year average Workers' Compensation experience modification rate exceeding 1.1?

Yes XNo
OR
B. In the last three years has your firm had a three-year average incident rate for total lost workday cases exceeding 10?
NOTE: Incident rates represent the number of lost workday cases per 100 full-time workers and is to be calculated as: (N/EH) x 200,000, where = number of lost workday cases (as defined by the U.S. Dept. of Labor, Bureau of Labor Statistics)
EH = total hours worked by all employees during the calendar year 200,000 = base for 100 equivalent full-time working (working 40 hours per week,
50 weeks per year)
_1 Yes _ No

10. In the past three years, has the federal EPA, Region IX or a California Air Quality Management District or Regional Water Quality Control Board assessed penalties three or more times, either against your firm, or against the project owner for a violation resulting in whole or in part from any action or omission by your firm on a project on which your firm was a contractor in Sacramento County? NOTE: If there is a pending administrative or court action appealing a penalty assessment, you need not include that penalty assessment in responding to this question.

Yes )< No

11. In the past three years, has the federal EPA, Region IX or a California Air Quality Management District or Regional Water Quality Control Board assessed a single penalty of $100,000 or more, either against your firm, or against the project owner for a violation resulting in whole or in part from any action or omission by your firm on a project on which your firm was the contractor in Sacramento County? NOTE: If there is a pending administrative or court action appealing a penalty assessment, you need not include that penalty assessment in responding to this question.

Yes XNo

12. In the past three years, have civil penalties been assessed against your firm pursuant to California Labor Code 1777.7 for violation of California public works apprenticeship requirements, three or more times?
NOTE: If there is a pending administrative or court action appealing a penalty assessment, you need not include that penalty assessment in responding to this question.

'-- Yes X No

13. In the past three years, has a public agency in California withheld contract payments or assessed penalties against your firm for violation of public works prevailing wage requirements, three or more times?
NOTE: If there is a pending administrative or court action appealing a withholding or penalty assessment, you need not include that withholding or penalty assessment in responding to this question.

Signed at Benicia, CA
(Location)
, on 10/26/2022
(Date)
Signature:

Yes X No

14. Has your firm been assessed penalties for violation of public works prevailing wage requirements in California, in an aggregate amount for the past three years of $50,000 or more? NOTE: If there is a pending administrative or court action appealing a penalty assessment, you need not include that penalty assessment in responding to this question.

Yes )_c No

VERIFICATION AND SIGNATURE
I, the undersigned, certify and declare that I have read all the foregoing answers to this Minimum Qualifications Questionnaire, and know their contents. The matters stated in these Questionnaire answers are true of my own knowledge and belief, except as to those matters stated on information and belief, and as to those matters I believe them to be true. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct.

Print name: David Clark
Title: Branch Director
NOTE: If two or more entities submit a bid on a contract as a Joint Venture, each entity within the Joint Venture must submit a separate Minimum Qualifications Questionnaire.

FOR CITY CLERK USE ONLY
RESOLUTION NO.: 2007-574
DATE ADOPTED: July 31, 2007
CONTRACTOR'S Pullman SST, inc.

The Representations Made Herein On This Document Are Made Under Penalty Of Perjury.

Branch Director Date: 10/26/2022
Signature Title
BY:

SACRAMENTO DRUG-FREE POLICY AND AFFIDAVIT

CITY HALL GARAGE FIRE REPAIRS
PN: V15210008, Bid #B22014541003
BID PROPOSAL MAY BE DECLARED NONRESPONSIVE IF THIS FORM [COMPLETED) IS NOT ATTACHED.

Pursuant to City Council Resolution CC90-498 dated 6/26/90 the following is required.

The undersigned contractor certifies that it and all subcontractors performing under this Agreement will provide a drug-free workplace by:

1. Publishing a "Drug-Free Workplace" statement notifying employees that the unlawful manufacture, distribution, dispensing, possession or use of a controlled substance is prohibited in the contractor's workplace and specifying the actions that will be taken against employees for violations of such prohibition.

2. Establishing a Drug-Free Awareness Program to inform employees about:
a. The dangers of drug abuse in the workplace.
b. The contractor's policy of maintaining a drug-free workplace. c. Any available drug counseling, rehabilitation, and employee assistance program. d. The penalties that may be imposed upon employees for drug abuse violations occurring in the workplace.

3. Notify employees that as a condition of employment under this Agreement, employees will be expected to:
a. Abide by the terms of the statement.
b. Notify the employer of any criminal drug statute conviction for a violation occurring in the workplace.

4. Making it a requirement that each employee to be engaged in the performance of the Agreement be given a copy on the "Drug-Free Workplace" statement.

5. Taking one of the following appropriate actions, within thirty (30) days of receiving notice from an employee or otherwise receiving such notice, that said employee has received a drug conviction for a violation occurring in the workplace:
a. Taking appropriate disciplinary action against such an employee, up to and including termination; or b. Requiring such employee to participate satisfactorily in a drug abuse assistance or rehabilitation program approved for such purposes by a federal, state, or local health, law enforcement or other appropriate agency. * I certify that no person employed by this company, corporation, or business has been convicted of any criminal drug statute violation on any job site or project where this company, corporation or business was performing was within three years of the date of my signature below.

EXCEPTION:

Date Violation Type Place of Occurrence
If additional space is required use back of this form.
* The above statement will also be incorporated as a part of each subcontract agreement for any and all subcontractors selected for performance on this project.

IN THE EVENT THIS COMPANY, CORPORATION, OR BUSINESS IS AWARDED THIS CONSTRUCTION AGREEMENT, AS A RESULT OF THIS BID; THE CONTRACTOR WITH HIS/HER SIGNATURE REPRESENTS TO THE CITY THAT THE INFORMATION DISCLOSED IN THIS DOCUMENT IS COMPLETE AND ACCURATE. IT IS UNDERSTOOD AND AGREED THAT FALSE CERTIFICATION IS SUBJECT TO IMMEDIATE TERMINATION BY THE CITY.

Effects of violations: a. Suspension of payments under the Agreement. b. Suspension or termination of the Agreement. c. Suspension or debarment of the contractor from receiving any Agreement from the City of Sacramento for a period not to exceed five years.

FM 681
(Rev. 10/5/01)

LOCAL BUSINESS ENTERPRISE (LBE)

PARTICIPATION PROGRAM
NOTE: Proposers must provide responses to the following items. Failure to provide a response to each of the items in this section may be grounds for rejection of the proposal.

1. LBE FIVE PERCENT (5%) PARTICIPATION
On April 3, 2012, the Sacramento City Council adopted a Local Business Enterprise (LBE) Preference Program to provide enhanced opportunities for the participation of local business enterprises (LBEs) in the City's contracting and procurement activities. On November 19, 2013, City Council increased the LBE preference and authorized City departments to require minimum LBE participation levels in individual contracts. Under City Code section 3.60.270 , when the bid specifications for a City contract establish a minimum participation level for LBEs, no bidder on the contract shall be considered responsive unless its bid meets the minimum LBE participation level required by the bid specifications.

The City has established a minimum 5% participation level for LBEs on this contract. Pursuant to City Code Section

3.60.270, no bidder on this contract shall be considered responsive unless its bid meets or exceeds this minimum participation level. To qualify for this requirement. bidders must either (a) be an LBE. or (b) subcontract with a qualified LBE.

Detailed information about this program can be found at -Ittp://www.cityofsacramento.org/Finance'Procurernent/ Contract-Ordinances
Local Business Enterprise means a business enterprise, including but not limited to, a sole proprietorship, partnership, limited liability company, corporation, or other business entity that has a legitimate business presence in the city or unincorporated county of Sacramento. Evidence of legitimate business presence in the city or unincorporated county of Sacramento shall include:

1. Having a current City of Sacramento Business Operation Tax or County of Sacramento Business License for at least twelve (12) consecutive months prior to submission of bid; and

2. Having either of the following types of offices or workspace operating legally within the city or unincorporated county of Sacramento for at least twelve (12) consecutive months prior to submission of bid:
a. The LBE's principle business office or workspace; or b. The LBE's regional, branch or satellite office with at least one full time employee located in the city or unincorporated county of Sacramento.

A. LOCAL BUSINESS ENTERPRISE (LBE)
Is the firrn submitting the bid qualified as a local business enterprise? Check the appropriate box below:

YES - the firm submitting the bid is qualified as a local business enterprise.

SUBCONTRACTING/SUPPLIERS - The firm submitting the bid is qualified by utilizing subcontractors and/or suppliers who qualify as local business enterprises.

NO - the firm submitting the bid is not qualified as a local business enterprise.

If the response to the above is YES, provide the City of Sacramento Business Operations Tax Certificate Number and/or County of Sacramento Business License Number:

If the response to the above is YES, provide a current copy of the City of Sacramento Business Operations Tax Certificate and/or County of Sacramento Business License.

If the response to the above is YES, provide business office or workspace address*:
* Address must be a physical address for the basis of location, this excludes P.O. Box addresses.

X
Form Updated 6/11/2020
Subcontractor or Supplier? (Concrete delivery companies, temp fence companies that perform labor of installing or removing fencing and surveyors require D1R Registration) CI subcontractor
El Supplier
DIR Registration # (10 digits) CSLB/Professional License # Address
City, State, Zip
Contact Person
Business Name
Email Address
Phone
co/of

SACRANENTO SUBCONTRACTOR AND LOCAL BUSINESS ENTERPRISE PARTICIPATION FORM FOR PUBLIC PROJECTS OVER $250,000

THIS FORM MUST BE SUBMITTED WITH THE SEALED BID PROPOSAL To be eligible for award of this contract, the bidder shall list the business entities used to attain the 5% LBE requirement. Additionally, the bidder shall list all other subcontractors who perform work, render service, or provide materials in an amount in excess of one-half of 1 percent of the total bid amount. In the case of bids for the construction of streets and highways, including bridges, subcontractors whose subcontract value exceeds one-half of 1 percent of the total bid or ten thousand dollars ($10,000), whichever is greater, shall be listed. Estimated dollar values shall be provided for all work, services or materials listed. No contractor or subcontractor may be listed on a bid proposal for a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)]. The failure to attain the 5% LBE participation or the inclusion of false information or the omission of required information will render the bid non-responsive.

COPY AND ATTACH ADDITIONAL SHEETS AS NECESSARY
Prime Contractor Narne

Pullman SST, Inc.

1000003194 (REQUIRED) Prime Contractor DIR Registration #

Business Name White Cap
Subcontractor or Supplier? (Concrete delivery companies, temp fence companies that perform labor of installing or removing fencing and surveyors require DIR Registration) Li Subcontractor
2 supplier
CSLB/Professional License # GNB32022-01419 DIR Registration # (10 digits) N/A Address 4550 Roseville Rd Does this subcontractor or supplier qualify as an LBE? Yes City, State, Zip North Highlands, CA 95660 Estimated dollar value of work, services or materials to be performed of provided $ 30,000 Contact Person Jorge Moldonado _
Type of Work, Services, or Materials to be provided to complete contract.

Email Address [email protected] Supplying all repair mortar material Phone 916-348-7759
Does this subcontractor or supplier qualify as an LBE?
Estimated dollar value of work, services or materials to be performed of provided Type of Work, Services, or Materials to be provided to complete contract.

I hereby certify that each subcontractor listed on this LBE Participation Form has been notified that it has been listed and has consented in writing to its name being submitted for this contract. The Prime Contractor also certifies that it will notify each subcontractor listed on this Form in writing if the contract award is made to the Prime Contractor, and will make all documentation relevant to the subcontractor and LBE participation available to City of Sacramento upon request. The Prime Contractor further certifies that all of the information contained in this Form is true and correct and acknowledges that the City will rely on the accura o infor ation in awarding the contract.

Branch Director 10/26/2022 $ 30,000
Signature (Principal of Firm) Title Date Total Bid Amount (including additive alternates if applicable)

B22014541003

SPECIAL PROVISIONS

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

TABLE OF CONTENTS 000000 - 1

T ABLE O F CO NT ENTS

DIVISION 01 -- GENERAL REQUIREMENTS
01 10 00 Summary
01 25 00 Substitution Procedures
01 26 00 Contract Modification Procedures/EZ-PCO
01 29 00 Payment Procedures
01 31 00 Project Management and Coordination
01 32 00 Construction Progress Documentation
01 33 00 Submittal Procedures
01 40 00 Quality Requirements
01 42 00 References
01 60 00 Product Requirements
01 73 00 Execution
01 74 19 Construction Waste Management and Disposal
01 77 00 Closeout Procedures
01 78 39 Project Record Documents

DIVISION 02 – EXISTING CONDITIONS
02 00 10 Work Items
02 51 30 General Concrete Surface Preparation
02 51 40 Surface Preparation for Patching
DIVISION 03 – CONCRETE
03 30 21 Cast-in-Place Concrete – Restoration
03 37 60 Prepackaged Repair Mortar
03 38 16 Unbonded Post-Tensioned Concrete
03 63 00 Epoxy Injection Systems
DIVISION 05 – METALS
05 12 00 Structural Steel Framing
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 18 00 Traffic Coatings
07 92 33 Concrete Joint Sealants
DIVISION 09 - FINISHES
09 91 20 Pavement Marking

END OF SECTION
City of Sacramento CITY HALL GARAGE FULL RE-OPENING
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. Work by Owner.

4. Work under separate contracts.

5. Future work.

6. Owner-furnished products.

7. Access to site.

8. Coordination with occupants.

9. Work restrictions.

10. Specification and Drawing conventions.

11. 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 Hall Garage Full Re-Opening.

1. Project Location: 1000 I Street, Sacramento, CA.

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

1. Owner's Representative: James Christensen, Facilities Manager (916) 808- 58630, [email protected].

C. Structural Engineer: Lionakis, Kerry Volker, (916) 558-1900, [email protected] D. Structural Engineer’s Consultants: Engineer has retained the following design professionals who have prepared designated portions of the Contract Documents:

City of Sacramento CITY HALL GARAGE FULL RE-OPENING
SUMMARY 011000 - 2

1. Parking Engineer: Walker Consultants,
601 California Street, Suite 820
San Francisco, CA 94105

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

The project consists of returning the parking garage to a safe structural condition to permit a full re-opening. Limited modifications are being made to the existing struc- ture to repair fire damaged concrete and to relocate post tension strand anchorage points. Work at the second level includes concrete resurfacing, crack repair and application of traffic topping. Work at the third level includes concrete resurfacing, concrete repairs, crack repairs, post tension strand re-anchorage and application of traffic topping. Construction and repair work will take place in the currently closed portion of the garage. The existing exiting through stairs and elevators will remain in place throughout construction. Other Work indicated in the Contract Documents.

B. Type of Contract:

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

1.5 WORK BY OWNER
A. General: Cooperate fully with Owner so work may be carried out smoothly, without interfering with or delaying work under this Contract or work by Owner. Coordinate the Work of this Contract with work performed by Owner.

1.6 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 Work in areas and areas within the Contract limits as indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits: Confine construction operations to the areas shown on the contract documents.

2. Driveways, Walkways Sidewalks and Entrances: Keep driveways, parking garage, loading areas, and entrances serving premises clear and available to Owner, Owner's employees, the public 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.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING
SUMMARY 011000 - 3

1.7 COORDINATION WITH OCCUPANTS
A. Full Owner, Tenant and Public Occupancy: The Owner, tenants, and the public will occupy site during entire construction period. Cooperate with Owner during construction operations to minimize conflicts and facilitate 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, tenants and the public use and operations.

3. Obtain a Certificate of Occupancy from authorities having jurisdiction before limited Owner occupancy.

1.8 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 a.m. to 5 p.m., Monday through Friday, unless otherwise indicated.

1. C. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner, tenants or the public.

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.

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

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

F. When appropriate, Owner will issue keyless-entry cards on a temporary basis to Contractor employees critical to the project who require entry to work premises when no Owner personnel is present on site. This procedure will be followed on an as- needed basis with restrictions specified at the Pre-Construction meeting. All keyless cards must be surrendered to Owner when work is complete or entry during non- occupied periods is no longer required.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING
SUMMARY 011000 - 4

1.9 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.

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

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 011000
City of Sacramento CITY HALL GARAGE FULL RE-OPENING

SUBSTITUTION PROCEDURES 012500 - 1
SECTION 012500 - SUBSTITUTION 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 substitutions and Value Engineering.

B. Related Requirements:

1. Section 016000 "Product Requirements" for requirements for submitting comparable product submittals for products by listed manufacturers.

1.3 DEFINITIONS
A. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor.

1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms.

2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required in order to meet other Project requirements but may offer advantage to Contractor or Owner.

1.4 ACTION SUBMITTALS
A. Substitution Requests: Submit three copies of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles.

1. Substitution Request Form: Use facsimile of form provided in Project Manual.

2. Documentation: Show compliance with requirements for substitutions and the following, as applicable:
a. Statement indicating why specified product or fabrication or installation method cannot be provided, if applicable.
b. Coordination of information, including a list of changes or revisions needed to other parts of the Work and to construction performed by Owner and City of Sacramento CITY HALL GARAGE FULL RE-OPENING

SUBSTITUTION PROCEDURES 012500 - 2
separate contractors that will be necessary to accommodate proposed substitution.
c. Detailed comparison of significant qualities of proposed substitutions with those of the Work specified. Include annotated copy of applicable Specification Section. Significant qualities may include attributes, such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified. d. Product Data, including drawings and descriptions of products and fabrication and installation procedures.
e. Samples, where applicable or requested.
f. Certificates and qualification data, where applicable or requested. g. List of similar installations for completed projects, with project names and addresses as well as names and addresses of architects and owners. h. Material test reports from a qualified testing agency, indicating and interpreting test results for compliance with requirements indicated. i. Detailed comparison of Contractor's construction schedule using proposed substitutions with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery.
j. Cost information, including a proposal of change, if any, in the Contract Sum.
k. Contractor's certification that proposed substitution complies with requirements in the Contract Documents, except as indicated in substitution request, is compatible with related materials and is appropriate for applications indicated.
l. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.

3. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within seven days of receipt of a request for substitution. Architect will notify Contractor through Construction Manager of acceptance or rejection of proposed substitution within 15 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later.
a. Forms of Acceptance: Change Order, Construction Change Directive, or Architect's Supplemental Instructions for minor changes in the Work. b. Use product specified if Architect does not issue a decision on use of a proposed substitution within time allocated.

1.5 QUALITY ASSURANCE
A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

SUBSTITUTION PROCEDURES 012500 - 3

1.6 PROCEDURES
A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitutions.

1.7 SUBSTITUTIONS
A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 15 days prior to time required for preparation and review of related submittals.

1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements:
a. Requested substitution is consistent with the Contract Documents and will produce indicated results.
b. Substitution request is fully documented and properly submitted. c. Requested substitution will not adversely affect Contractor's construction schedule.
d. Requested substitution has received necessary approvals of authorities having jurisdiction.
e. Requested substitution is compatible with other portions of the Work. f. Requested substitution has been coordinated with other portions of the Work.
g. Requested substitution provides specified warranty.
h. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.

B. Substitutions for Convenience:

1. Architect will consider requests for substitution if received no later than 10 days prior to Bid Date.

2. All Substitutions for Convenience must be pre-approved prior to Bid Date.

3. All requests for pre-approval of Substitutions for Convenience must be in writing.

4. All items, materials or processes that are to be considered for pre-approval must be submitted in the manner described in the individual Specification Sections in which they appear, and must include all required and necessary support information, certificates, and product information needed for evaluation. Responsibility for assembling and providing adequate review material is solely that of the pre-approval application. Adequacy of the material submitted will be determined solely by the Architect, whose decision shall be final.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

SUBSTITUTION PROCEDURES 012500 - 4

5. Inadequate applications will not be reviewed. Neither the Architect nor the Owner has an obligation to notify applicants of inadequate applications prior to the established cut-off dates for review.

6. Neither the Architect nor the Owner has an obligation to review proposed equals prior to Bidding unless pre-approval of a particular material, method or item of equipment is expressly required in the Specifications.
7 Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements:
a. Requested substitution offers Owner a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional responsibilities Owner must assume. Owner's additional responsibilities may include compensation to Architect for redesign and evaluation services, increased cost of other construction by Owner, and similar considerations.
b. Requested substitution does not require extensive revisions to the Contract Documents.
c. Requested substitution is consistent with the Contract Documents and will produce indicated results.
d. Substitution request is fully documented and properly submitted. e. Requested substitution will not adversely affect Contractor's construction schedule.
f. Requested substitution has received necessary approvals of authorities having jurisdiction.
g. Requested substitution is compatible with other portions of the Work. h. Requested substitution has been coordinated with other portions of the Work.
i. Requested substitution provides specified warranty.
j. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.

PART 2 - EXECUTION (Not Used)
City of Sacramento CITY HALL GARAGE FULL RE-OPENING

SUBSTITUTION PROCEDURES 012500 - 5

FORM FOR USE WITH SUBSTITUTION REQUESTS / EQUALS

TO:

PROJECT:

SPECIFIED ITEM:

SECTION: PAGE: PARAGRAPH: DESCRIPTION:

The undersigned requests consideration of the following:

PROPOSED SUBSTITUTION:

Attached data includes product description, specifications, drawings, photographs, performance and test data adequate for evaluation of the requests; applicable portions of the data are clearly identified. Attached data also includes description of changes to Contract Documents that pro- posed substitution will require for its proper installation.

The undersigned states that the following paragraphs, unless modified on attachments, are cor- rect:

1. The proposed substitution does not affect dimensions shown on Drawings.

2. The undersigned will pay for changes to the building design, including engineering, de- sign, detailing and construction costs caused by the requested substitution.

3. The proposed substitution will have no adverse effect on other trades, the construction schedule or specified warranty requirements.

4. Maintenance and service parts will be locally available for the proposed substitution.

The undersigned further states that the function, appearance and quality of the proposed substi- tution are equivalent or superior to the specified item.

Submitted by: Title:

Signature: Date:

Firm: Phone:

Address:

Attachments:

* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Accepted: City Architect Rejected: City Architect By: Date: (City) By: Date: (Architect)

END FORM FOR USE WITH SUBSTITUTION REQUESTS
City of Sacramento CITY HALL GARAGE FULL RE-OPENING

SUBSTITUTION PROCEDURES 012500 - 6
END OF SECTION 012500
City of Sacramento CITY HALL GARAGE FULL RE-OPENING

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.

B. Related Requirements:

1. Section 012500 "Substitution Procedures" for administrative procedures for handling requests for substitutions made after the Contract award.

1.3 MINOR CHANGES IN THE WORK
A. Owner will issue through Construction Manager supplemental instructions authorizing minor changes in the Work, not involving adjustment to the Contract Sum or the Contract Time, by use of a Proposed Change Order request.

1.4 PROPOSAL REQUESTS
A. Owner-Initiated Proposal Requests: Construction Manager 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 Construction Manager 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.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

CONTRACT MODIFICATION PROCEDURES 012600 - 2
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. e. Quotation Form: Use EZ-PCO form provided by Owner. Sample copies are included in this section.
f. Markups, including percentages of mark-up, shall be allowed only as described within the EZ-PCO Change Order Proposal and Change Order Proposal Summary. No mark-up is allowed for intermediate sub- contractors.

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 Construction Manager.

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. Comply with requirements in Section 012500 "Substitution Procedures" if the proposed change requires substitution of one product or system for product or system specified.

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

1.5 CHANGE ORDER PROCEDURES
A. On Owner's approval of a Work Change Proposal Request, Construction Manager will issue a Change Order for signatures of Owner and Contractor on form included in this section.

1.6 CONSTRUCTION CHANGE DIRECTIVE
A. Construction Change Directive: Construction Manager may issue a Construction Change Directive on form included in Project Manual. Construction Change Directive instructs Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

CONTRACT MODIFICATION PROCEDURES 012600 - 3

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.

1. After completion of change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract, included bot mot limited to signed labor tickets, invoices for material and equipment, etc.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
City of Sacramento CITY HALL GARAGE FULL RE-OPENING

CONTRACT MODIFICATION PROCEDURES 012600 - 4

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

CONTRACT MODIFICATION PROCEDURES 012600 - 5
Change Order Proposal - EZ-PCO

General Contractor or Sub-Contractor Direct Costs

1. Labor…………………………………………… $ .

2. Materials ………………………………………. $ .

3. Equipment …………………………………….. $ .

4. Sub-Total for Labor, Materials & Equipment $ . $ .

Summary of Sub-Contractor Cost
a. $ .
b. $ .
c. $ .
d. $ .
e. $ .

5. Sub-Total for Sub-Contractors Above $ . $ .

6. Mark-Up on Labor, Materials & Equipment ………………………… $ .

If Line 4 above is greater than zero (“0”), enter 15% x Line 4; or If Line 4 above is less than zero (“0”) enter 10% x Line 4 as a credit.

7. Mark-Up on Sub-Contractor Cost (Prime Contractor Only) $ .

If Sub-Contractor Summary enter zero (“0”).

If Line 5 above is greater than zero (“0”), enter 5% x Line 5; or If Line 5 above is less than zero (“0”) enter zero (“0”).

8. Total Proposal (Line 4 + Line 5 + Line 6 + Line 7) …..………………….. $ .

9. Proposed Time Extension (Prime Contractor Only, Calendar Days) …..

Days
(Requires written schedule analysis and justified impact to critical path schedule or enter zero “0”).

Project Number: Date:

Agreement Number:

Company: PCO #:

Summary for: Contractor  Sub-Contractor 
Attach supporting documentation with detailed cost breakdowns. Attach this form to each sub-contractor pro- posal. Refer to instructions for detail on completing this form.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

CONTRACT MODIFICATION PROCEDURES 012600 - 6
Change Order Proposal Summary - EZ-PCO

Prime Contractor shall complete and attach this form as a coversheet for each price proposal for work the prime contractor performed and as separate coversheets for each separate sub-contractor proposal at any tier forming a part of the prime proposal. All forms to be accompanied with the required supporting documentation for the proposed change request, including labor, invoices for material, equipment, etc.

Lines 1, 2 & 3 represent authorized allowable labor, materials and equipment by the firm performing the work and proposing the costs, whether prime or sub-contractor. Include only costs directly and solely attributable to work described in the PCO. Do not include the types of costs listed as “Indirect and Over- head Costs” below.

Line 5 – Represents authorized allowable costs proposed by sub-contractors at the next lower tier.

Line 6 – A credit of 5% for mark-up is applied to net credit costs at the prime contractor tier or sub- contractor tier at which the cost is incurred.

Line 7 – The aggregate of mark-ups made at sub-contractor tiers shall not exceed 15%. No mark-up is allowed for intermediate sub-contractors.

Indirect and Overhead Costs
Do NOT include indirect and overhead costs in lines 1 through 4. The following list is not inclusive and serves only to present examples of the types of costs which are already included in allowable mark-ups.

Salaries and Benefits
Principal Officer, Project Manager, Superintendent, General Foreman, Quality Control Representative, Engineer, Estimator, Negotiator, Office Manager, Clerical, Receptionist, etc.

Facilities
Office rental/depreciation, storage trailer, warehouse, shops, toilets, washrooms, yard, temporary electrical panel and circuits, temporary lighting, temporary plumbing and drainage, transportation, connection, setup, installation, and removal charges, costs of facilities capital, etc.

Utility Expense
Electricity, gas, water, telephone, janitorial, trash removal, dump fees and sanitary pump-out, etc.

Office Equipment & Vehicles
Personnel transport vehicle (car, pick-up), general delivery vehicle, company car, yard equipment and machin- ery, depreciation, fuel, oil, filters, tires, maintenance, repairs, storage bins, dumpsters, computers, fax machines, refrigerator, coffee machine, audio and video recorders, cameras, shoring, etc, Office Furnishings
Desks, tables, chairs, lamps, file cabinets, credenzas, bookcases, carpeting, draperies, dividers, etc.

Small Tools
Shovels, pry bars, hammers, nail gun, screwgun, Hilti, skillsaw, cutoff saw, hacksaw, pliers, snips, torches, hand drills, come-alongs, wrenches, caulk guns, tape measures, levels, chalk lines, conduit benders, fish tape, water hose, etc.

Consumables
Paper, pens, pencils, office supplies, reusable lumber, form materials, tarpaulins, drinking cups, toilet paper, etc.

Safety Equipment
Ear protection, goggles, respirators, safety belts, first aid supplies, fire extinguishers, etc.

Material Delivery, Off-Loading and Handling Expenses
General Office Expenses
Bid preparation, payment and performance bonds, estimating, planning, marketing, public relations, entertain- ment, safety and security, professional, business and contractors licenses and fees, employee recruitment, ter- mination, transportation and relocation. Professional service fees, legal fees, court costs, litigation, arbitration, idle facilities and capacity, losses on contracts, security, transportation costs, contributions and donations, gen- eral coverage, liability insurance, project general insurance, corporate income taxes, stock and bond dividends, debt principal and interest payments, job-site close-up, mobilization and demobilization, etc.

Change Order Administrative Expenses
Takeoff & estimate, proposal preparation & transmittal, negotiations, distribution, general supervision, billing, quality control, schedule update, as-built update, bond and insurance adjustment, etc.

END OF SECTION 012600
City of Sacramento CITY HALL GARAGE FULL RE-OPENING

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 (SOV): 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
A. Coordination: Coordinate the SOV with Contractor's construction schedule.

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

2. Submit the schedule of values to City’s Project Manager at earliest possible date, but no later than 14 days before the date scheduled for submittal of initial Applications for Payment.

3. Subschedules 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.

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.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

PAYMENT PROCEDURES 012900 - 2

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. Use the City provided Schedule of Values Form.

3. Provide 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 SOV for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed.
a. Differentiate between items stored on-site and items stored off-site.

5. Overhead Costs: Include total cost and proportionate share of general overhead and profit for each line item.

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 SOV 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.

B. Payment Application Times: The date (20th of each month) 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 as form for Applications for Payment.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

PAYMENT PROCEDURES 012900 - 3

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 approved and fully executed 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 copies of each Application for Payment to Project / Construction Manager by an electronic method ensuring receipt. Include waivers of lien and similar attachments.

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

G. Waivers of Liens: With each Application for Payment, submit waivers of 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 completion 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.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

PAYMENT PROCEDURES 012900 - 4

4. Submit final Application for Payment with or preceded by conditional final waivers from every entity involved 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. Approved Schedule of Values (SOV).

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. Include 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.

5. Final meter readings for utilities, a measured record of stored fuel, and similar data as of date of Substantial Completion or when Owner took possession of and assumed responsibility for corresponding elements of the Work.

6. Final liquidated damages settlement statement.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 012900
City of Sacramento CITY HALL GARAGE FULL RE-OPENING

PROJECT MANAGEMENT AND COORDINATION 013100 - 1
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. Coordination drawings.

3. RFIs.

4. Digital project management procedures.

5. 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.

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

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

PROJECT MANAGEMENT AND COORDINATION 013100 - 2

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 in 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. 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.

C. 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.

8. Startup and adjustment of systems.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

PROJECT MANAGEMENT AND COORDINATION 013100 - 3

1.6 COORDINATION DRAWINGS
A. Coordination Drawings, General: Prepare coordination drawings according to requirements in individual Sections, and additionally where installation is not completely indicated on Shop Drawings, where limited space availability necessitates coordination, or if coordination is required to facilitate integration of products and materials fabricated or installed by more than one entity.

1. Content: Project-specific information, drawn accurately to a scale large enough to indicate and resolve conflicts. Do not base coordination drawings on standard printed data. Include the following information, as applicable:
a. Use applicable Drawings as a basis for preparation of coordination drawings. Prepare sections, elevations, and details as needed to describe relationship of various systems and components.
b. Coordinate the addition of trade-specific information to coordination drawings in a sequence that best provides for coordination of the information and resolution of conflicts between installed components before submitting for review.
c. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems.
d. Indicate space requirements for routine maintenance and for anticipated replacement of components during the life of the installation. e. Show location and size of access doors required for access to concealed dampers, valves, and other controls.
f. Indicate required installation sequences.
g. Indicate dimensions shown on Drawings. Specifically note dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternative sketches to Architect indicating proposed resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract.

B. Coordination Drawing Organization: Organize coordination drawings as follows:

1. Floor Plans and Reflected Ceiling Plans: Show architectural and structural elements, and mechanical, plumbing, fire-protection, fire-alarm, and electrical Work. Show locations of visible ceiling-mounted devices relative to acoustical ceiling grid. Supplement plan drawings with section drawings where required to adequately represent the Work.

2. Plenum Space: Indicate sub-framing for support of ceiling, and wall systems, mechanical and electrical equipment, and related Work. Locate components within plenums to accommodate layout of light fixtures and other components indicated on Drawings. Indicate areas of conflict between light fixtures and other components.

3. Mechanical Rooms: Provide coordination drawings for mechanical rooms showing plans and elevations of mechanical, plumbing, fire-protection, fire-alarm, and electrical equipment.

4. Structural Penetrations: Indicate penetrations and openings required for all disciplines.

5. Slab Edge and Embedded Items: Indicate slab edge locations and sizes and locations of embedded items for metal fabrications, sleeves, anchor bolts, City of Sacramento CITY HALL GARAGE FULL RE-OPENING

PROJECT MANAGEMENT AND COORDINATION 013100 - 4
bearing plates, angles, door floor closers, slab depressions for floor finishes, curbs and housekeeping pads, and similar items.

6. Mechanical and Plumbing Work: Show the following:
a. Sizes and bottom elevations of ductwork, piping, and conduit runs, including insulation, bracing, flanges, and support systems. b. Dimensions of major components, such as dampers, valves, diffusers, access doors, cleanouts and electrical distribution equipment. c. Fire-rated enclosures around ductwork.

7. Electrical Work: Show the following:
a. Runs of vertical and horizontal conduit 1-1/4 inches in diameter and larger. b. Light fixture, exit light, emergency battery pack, smoke detector, and other fire-alarm locations.
c. Panel board, switch board, switchgear, transformer, busway, generator, and motor-control center locations.
d. Location of pull boxes and junction boxes, dimensioned from column center lines.

8. Fire-Protection System: Show the following:
a. Locations of standpipes, mains piping, branch lines, pipe drops, and sprinkler heads.

9. Review: Owner will review coordination drawings to confirm that in general the Work is being coordinated, but not for the details of the coordination, which are Contractor's responsibility. If Owner determines that coordination drawings are not being prepared in sufficient scope or detail, or are otherwise deficient, Owner will so inform Contractor, who shall make suitable modifications and resubmit.

C. Coordination Digital Data Files: Prepare coordination digital data files according to the following requirements:

1. File Preparation Format: Same digital data software program, version, and operating system as original Drawings.

2. File Submittal Format: Submit or post coordination drawing files using PDF format.

3. Owner will furnish Contractor one set of digital data files of Drawings for use in preparing coordination digital data files.
a. owner makes no representations as to the accuracy or completeness of digital data files as they relate to Drawings.
b. Digital Data Software Program: Drawings are available in AutoCAD, Microsoft Windows version.
c. Contractor shall execute a data licensing agreement in the form of the Agreement included in this Project Manual.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

PROJECT MANAGEMENT AND COORDINATION 013100 - 5

1.7 REQUEST FOR INFORMATION (RFI)
A. General: Immediately on discovery of the need for additional 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 details 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.

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. Requests 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.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

PROJECT MANAGEMENT AND COORDINATION 013100 - 6
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 response 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 Change 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.

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

1. Digital data files may be used by Contractor in preparing coordination drawings, Shop Drawings, and Project record 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, Microsoft 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. The following digital data files will be furnished for each appropriate discipline:

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

PROJECT MANAGEMENT AND COORDINATION 013100 - 7
a. Site plans.
b. Floor plans.
c. Reflected ceiling plans.

B. Web-Based Project Software: Provide, administer, and use web-based Project software site for purposes of hosting and managing Project communication and documentation until Final Completion.

1. Web-based Project software site includes, at a minimum, the following features:
a. Compilation of Project data, including Contractor, subcontractors, Architect, architect's consultants, Owner, and other entities involved in Project.

Include names of individuals and contact information.
b. Access control for each entity for each workflow process, to determine entity's digital rights to create, modify, view, and print documents. c. Document workflow planning, allowing customization of workflow between project entities.
d. Creation, logging, tracking, and notification for Project communications required in other Specification Sections, including, but not limited to, RFIs, submittals, Minor Changes in the Work, Construction Change Directives, and Change Orders.
e. Track status of each Project communication in real time, and log time and date when responses are provided.
f. Procedures for handling PDFs or similar file formats, allowing markups by each entity. Provide security features to lock markups against changes once submitted.
g. Processing and tracking of payment applications.
h. Processing and tracking of contract modifications.
i. Creating and distributing meeting minutes.
j. Document management for Drawings, Specifications, and coordination drawings, including revision control.
k. Management of construction progress photographs.

Mobile device compatibility, including smartphones and tablets.

2. Provide up to seven web-based Project software user licenses for use of Owner, , Architect, and Architect's consultants. Upon request, provide four hours of software training at Owner's office for web-based Project software users.

3. At completion of Project, provide digital archive in format that is readable by common desktop software applications in format acceptable to Architect. Provide data in locked format to prevent further changes.

4. Provide one of the following web-based Project software packages under their current published licensing agreements:
a. Autodesk;
b. Corecon Technologies, Inc.
c. Meridian Systems; Prolog.
d. Newforma, Inc.
e. Procore Technologies, Inc.
f. Viewpoint, Inc.; Viewpoint for Project Collaboration.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

PROJECT MANAGEMENT AND COORDINATION 013100 - 8
C. PDF Document Preparation: Where PDFs are 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.

1.9 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 required, 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: Entity responsible 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 15days after execution of the Agreement.

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 authorized 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. Phasing.
d. Critical work sequencing and long lead items.
e. Designation of key personnel and their duties.
f. Lines of communications.
g. Use of web-based Project software.
h. Procedures for processing field decisions and Change Orders. i. Procedures for RFIs.
j. Procedures for testing and inspecting.
k. Procedures for processing Applications for Payment.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

PROJECT MANAGEMENT AND COORDINATION 013100 - 9
l. Distribution of the Contract Documents.
m. Submittal procedures.
n. Sustainable design requirements.
o. Preparation of Record Documents.
p. Use of the premises.
q. Work restrictions.
r. Working hours.
s. Owner's occupancy requirements.
t. Responsibility for temporary facilities and controls. u. Procedures for moisture and mold control.
v. Procedures for disruptions and shutdowns.
w. Construction waste management and recycling.
x. Parking availability.
y. Office, work, and storage areas.
z. Equipment deliveries and priorities.
aa. First aid.
bb. Security.
cc. Progress cleaning.

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

C. Preinstallation Conferences: Conduct a preinstallation conference at Project site before each construction activity when required by other sections and when required for coordination with other construction.

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.
f. Deliveries.
g. Submittals.
h. Sustainable design requirements.
i. Review of mockups.
j. Possible conflicts.
k. Compatibility requirements.
l. Time schedules.
m. Weather limitations.
n. Manufacturer's written instructions.
o. Warranty requirements.
p. Compatibility of materials.
q. Acceptability of substrates.
r. Temporary facilities and controls.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

PROJECT MANAGEMENT AND COORDINATION 013100 - 10
s. Space and access limitations.
t. Regulations of authorities having jurisdiction.
u. Testing and inspecting requirements.
v. Installation procedures.
w. Coordination with other work.
x. Required performance results.
y. Protection of adjacent work.
z. 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. Initiate 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, Architect, 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 completing sustainable design documentation. f. Requirements for preparing operations and maintenance data. g. Requirements for delivery of material samples, attic stock, and spare parts. h. Requirements for demonstration and training.
i. Preparation of Contractor's punch list.
j. Procedures for processing Applications for Payment at Substantial Completion and for final payment.
k. Submittal procedures.
l. Coordination of separate contracts.
m. Owner's partial occupancy requirements.
n. Installation of Owner's furniture, fixtures, and equipment. o. Responsibility for removing temporary facilities and controls.

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

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

PROJECT MANAGEMENT AND COORDINATION 013100 - 11
E. Progress Meetings: Conduct progress meetings at regular intervals.

1. Coordinate dates of meetings with preparation of payment requests.

2. 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.

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

Review other items of significance 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 schedule, 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.
18) Pending claims and disputes.
19) Documentation of information for payment requests.

4. 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.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

PROJECT MANAGEMENT AND COORDINATION 013100 - 12
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)

END OF SECTION 013100
City of Sacramento CITY HALL GARAGE FULL RE-OPENING

CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 1
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. Contractor's Construction Schedule.

2. Construction schedule updating reports.

3. Daily construction reports.

4. Site condition reports.

5. 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. Cost Loading: The allocation of the schedule of values for completing an activity as scheduled. The sum of costs for all activities must equal the total Contract Sum.

C. CPM: Critical path method, which is a method of planning and scheduling a construction project where activities are arranged based on activity relationships.

Network calculations determine when activities can be performed and the critical path of Project.

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

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

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

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 2

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.

G. 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. Startup construction schedule.

C. Contractor'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.

D. Construction Schedule Updating Reports: Submit with Applications for Payment.

E. Site Condition Reports: Submit at time of discovery of differing conditions.

F. 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.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 3

1.7 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL
A. Computer Scheduling Software: Prepare schedules using current version of a program that has been developed specifically to manage construction schedules.

1. Use Scheduling component of Project software specified in Section 013100 "Project Management and Coordination"
B. 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.

C. Activities: Treat each floor or separate area as a separate numbered activity for each main element of the Work. Comply with the following:

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.

D. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected.

1. Phasing: Arrange list of activities on schedule by phase.

2. Work Restrictions: Show the effect of the following items on the schedule:
a. Coordination with existing construction.
b. Limitations of continued occupancies.
c. Uninterruptible services.
d. Partial occupancy before Substantial Completion.
e. Use-of-premises restrictions.

3. Work Stages: Indicate important stages of construction for each major portion of the Work, including, but not limited to, the following:
a. Submittals.
b. Purchases.
c. Fabrication.
d. Sample testing.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 4
e. Deliveries.
f. Installation.
g. Tests and inspections.
h. Adjusting.
i. Curing.
j. Startup and placement into final use and operation.
k. Commissioning.

4. Construction Areas: Identify each major area of construction for each major portion of the Work. Indicate where each construction activity within a major area must be sequenced or integrated with other construction activities to provide for the following:
a. Structural completion.
b. Temporary enclosure and space conditioning.
c. Permanent space enclosure.
d. Completion of mechanical installation.
e. Completion of electrical installation.
f. Substantial Completion.

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

F. Upcoming Work Summary: Prepare summary report indicating activities scheduled to occur or commence prior to submittal of next schedule update. Summarize the following issues:

1. Unresolved issues.

2. Unanswered Requests for Information.

3. Rejected or unreturned submittals.

4. Notations on returned submittals.

5. Pending modifications affecting the Work and the Contract Time.

G. Contractor's Construction Schedule Updating: At monthly intervals, update schedule to reflect actual construction progress and activities. Issue schedule three days before each regularly scheduled progress meeting.

1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each such meeting.

2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations.

3. As the Work progresses, indicate final completion percentage for each activity.

H. Recovery Schedule: When periodic update indicates the Work is 14 or more calendar days behind the current approved schedule, submit a separate recovery schedule indicating means by which Contractor intends to regain compliance with the schedule.

Indicate changes to working hours, working days, crew sizes, equipment required to achieve compliance, and date by which recovery will be accomplished.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 5
I. 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 of the Work and are no longer involved in performance of construction activities.

1.8 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 schedule on the startup construction schedule and additional information received since the start of Project.

B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line.

1.9 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. Approximate count of personnel at Project site.

3. Equipment at Project site.

4. Material deliveries.

5. High and low temperatures and general weather conditions, including presence of rain or snow.

6. Testing and inspection.

7. Accidents.

8. Meetings and significant decisions.

9. Unusual events.

10. Stoppages, delays, shortages, and losses.

11. Orders and requests of authorities having jurisdiction.

12. Change Orders received and implemented.

13. Construction Change Directives received and implemented.

14. Equipment or system tests and startups.

15. Partial completions and occupancies.

16. Substantial Completions authorized.

B. Site Condition Reports: Immediately on discovery of a difference between site conditions and the Contract Documents, prepare and submit a detailed report. Submit with a Request for Information. Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 6
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 pertinent 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.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 013200
City of Sacramento CITY HALL GARAGE FULL RE-OPENING

SUBMITTAL PROCEDURES 013300 - 1
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 014000 "Quality Requirements" for submitting test and inspection reports, and schedule of tests and inspections.

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

6. 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 with requirements. Informational submittals are those submittals indicated in individual Specification Sections as "informational submittals."

1.4 SUBMITTAL SCHEDULE
A. Submittal Schedule: Submit, as an action submittal, a list of submittals, arranged in chronological order by dates required by construction schedule. Include time required City of Sacramento CITY HALL GARAGE FULL RE-OPENING

SUBMITTAL PROCEDURES 013300 - 2
for review, ordering, manufacturing, fabrication, and delivery when establishing dates.

Include additional time required for making corrections or revisions to submittals noted by Owner and additional time for handling and reviewing submittals required by those corrections.

1. Coordinate submittal schedule with list of subcontracts, the schedule of values, and Contractor's construction schedule.

2. Initial Submittal: Submit concurrently with startup construction schedule. Include submittals required during the first 60 days of construction. List those submittals required to maintain orderly progress of the Work and those required early because of long lead time for manufacture or fabrication.

3. Final Submittal: Submit concurrently with the first complete submittal of Contractor's construction schedule.
a. Submit revised submittal schedule to reflect changes in current status and timing for submittals.

4. Format: Arrange the following information in a tabular format:
a. Scheduled date for first submittal.
b. Specification Section number and title.
c. Submittal Category: Action; informational.
d. Name of subcontractor.
e. Description of the Work covered.
f. Scheduled date for Owner's final release or approval. g. Scheduled dates for purchasing.
h. Scheduled date of fabrication.
i. Scheduled dates for installation.
j. Activity or event number.

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

1. Project name.

2. Date.

3. Name of Architect.

4. Name of Owners representative.

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 City of Sacramento CITY HALL GARAGE FULL RE-OPENING

SUBMITTAL PROCEDURES 013300 - 3

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 minor 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.

1.6 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 owners representative by sending via email. Include PDF transmittal form. Include submittal number and name 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.

2. Web-Based Project Software (When used): 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. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

2. Submit all submittal items required for each Specification Section concurrently.

Partial submittals are prohibited. Submit action submittals and informational submittals required by the same Specification Section as separate packages under separate transmittals.

3. Coordinate transmittal of submittals for related parts of the Work specified in different Sections so processing will not be delayed because of need to review submittals concurrently for coordination.
a. Owner reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

C. 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 City of Sacramento CITY HALL GARAGE FULL RE-OPENING

SUBMITTAL PROCEDURES 013300 - 4
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.

4. Sequential Review: Where sequential review of submittals by Architect's consultants, Owner, or other parties is indicated, allow 21 days for initial review of each submittal.

D. 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.

E. 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.

F. 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.

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

1. If information must be specially prepared for submittal because standard published data are unsuitable for use, submit as Shop Drawings, not as Product Data.

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

3. 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.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

SUBMITTAL PROCEDURES 013300 - 5
h. Availability and delivery time information.

4. For equipment, include the following in addition to the above, as applicable:
a. Wiring diagrams that show factory-installed wiring.
b. Printed performance curves.
c. Operational range diagrams.
d. Clearances required to other construction, if not indicated on accompanying Shop Drawings.

5. Submit Product Data before Shop Drawings, and before or concurrent with Samples.

B. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data. Submittal based on Architect's digital data drawing files is permitted.

1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable:
a. Identification of products.
b. Schedules.
c. Compliance with specified standards.
d. Notation of coordination requirements.
e. Notation of dimensions established by field measurement. f. Relationship and attachment to adjoining construction clearly indicated. g. Seal and signature of professional engineer if specified.

C. Product Schedule: As required in individual Specification Sections, prepare a written summary indicating types of products required for the Work and their intended location.

Include the following information in tabular form:

1. Type of product. Include unique identifier for each product indicated in the Contract Documents or assigned by Contractor if none is indicated.

2. Manufacturer and product name, and model number if applicable.

D. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, contact information of architects and owners, and other information specified.

E. Design Data: Prepare and submit written and graphic information indicating compliance with indicated performance and design criteria in individual Specification Sections.

Include list of assumptions and summary of loads. Include load diagrams if applicable.

Provide name and version of software, if any, used for calculations. Number each page of submittal.

F. Certificates:

1. Certificates and Certifications Submittals: Submit a statement that includes signature of entity responsible for preparing certification. Certificates and City of Sacramento CITY HALL GARAGE FULL RE-OPENING

SUBMITTAL PROCEDURES 013300 - 6
certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. Provide a notarized signature where indicated.

2. Installer Certificates: Submit written statements on manufacturer's letterhead certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project.

3. Manufacturer Certificates: Submit written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing experience where required.

4. Material Certificates: Submit written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents.

5. Product Certificates: Submit written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents.

6. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements in the Contract Documents. Submit record of Welding Procedure Specification and Procedure Qualification Record on AWS forms. Include names of firms and personnel certified.

1.8 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.

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.

1.9 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:
a. No Exceptions Taken
b. Make Corrections Noted
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.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

SUBMITTAL PROCEDURES 013300 - 7
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 CITY HALL GARAGE FULL RE-OPENING

QUALITY REQUIREMENTS 014000 - 1
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. Testing and inspection 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 respective Specification Sections. Requirements in individual Sections may also cover production of standard products.

2. Specified tests, inspections, and related actions do not limit Contractor's other quality-assurance and quality-control procedures that facilitate compliance with the Contract Document requirements.

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

4. Specific test and 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 authorities having jurisdiction.

B. Field Quality-Control Tests: Tests and inspections that are performed on-site for installation of the Work and for completed Work.

C. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an employee, Subcontractor, 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 certain construction activities be performed by accredited or unionized individuals, or that requirements specified apply exclusively to specific trade(s).

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

QUALITY REQUIREMENTS 014000 - 2
D. Source Quality-Control Tests: Tests and inspections that are performed at the source; for example, plant, mill, factory, or shop.

E. Testing Agency: An entity engaged to perform specific tests, inspections, or both.

Testing laboratory shall mean the same as testing agency.

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

G. Quality-Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that actual products 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. Delegated-Design Services Submittal: In addition to Shop Drawings, Product Data, and other required submittals, submit a statement signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional, indicating that the products and systems are in compliance with performance and design criteria indicated. Include list of codes, loads, and other factors used in performing these services.

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

B. Qualification Data: For Contractor's quality-control personnel.

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

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

QUALITY REQUIREMENTS 014000 - 3
D. Permits, Licenses, and Certificates: For Owner's record, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents established for compliance 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 preconstruction conference. 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. Quality-Control Personnel Qualifications: Engage qualified personnel trained and experienced in managing and executing quality-assurance and quality-control procedures similar in nature and extent to those required for Project.

1. Project quality-control manager may also serve as Project superintendent C. Submittal Procedure: Describe procedures for ensuring compliance with requirements through review and management of submittal process. Indicate qualifications of personnel responsible for submittal review.

1.8 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 systems 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 able 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-service 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-service 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, design, and extent to those indicated for this Project.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

QUALITY REQUIREMENTS 014000 - 4
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.

1.9 QUALITY CONTROL
A. Tests and inspections not explicitly assigned to Owner are Contractor's responsibility.

Perform additional quality-control activities, 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.

1.10 SPECIAL TESTS AND INSPECTIONS
A. Special Tests and Inspections: Owner will engage a qualified testing agency / special inspector to conduct special tests and inspections required by authorities having jurisdiction.

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

3.1 TEST AND INSPECTION LOG
A. Test and Inspection Log: Prepare a record of tests and inspections. Include the following:

1. Date test or inspection was conducted.

2. Description of the Work tested or inspected.

3. Date test or inspection results were transmitted to Architect.

4. Identification of testing agency or special inspector conducting test or inspection.

B. Maintain log at Project site. Post changes and revisions as they occur. Provide access to test and 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 testing, inspection, sample taking, and similar services, repair damaged construction and restore substrates and finishes.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

QUALITY REQUIREMENTS 014000 - 5

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 invisible as possible. 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.

END OF SECTION 014000
City of Sacramento CITY HALL GARAGE FULL RE-OPENING

REFERENCES 014200 - 1
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 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.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

REFERENCES 014200 - 2
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 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. AABC - Associated Air Balance Council; www.aabc.com.

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

3. AAPFCO - Association of American Plant Food Control Officials; www.aapfco.org.

4. AASHTO - American Association of State Highway and Transportation Officials; www.transportation.org.

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

6. ABMA - American Bearing Manufacturers Association;
www.americanbearings.org.

7. ABMA - American Boiler Manufacturers Association; www.abma.com.

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

9. ACPA - American Concrete Pipe Association; www.concrete-pipe.org.

10. AEIC - Association of Edison Illuminating Companies, Inc. (The); www.aeic.org.

11. AF&PA - American Forest & Paper Association; www.afandpa.org.

12. AGA - American Gas Association; www.aga.org.

13. AHAM - Association of Home Appliance Manufacturers; www.aham.org.

14. AHRI - Air-Conditioning, Heating, and Refrigeration Institute (The); www.ahrinet.org.

15. AI - Asphalt Institute; www.asphaltinstitute.org.

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

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

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

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

20. AMCA - Air Movement and Control Association International, Inc.; www.amca.org.

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

22. AOSA - Association of Official Seed Analysts, Inc.; www.aosaseed.com.

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

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

25. API - American Petroleum Institute; www.api.org.

26. ARI - Air-Conditioning & Refrigeration Institute; (See AHRI).

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

REFERENCES 014200 - 3

27. ARI - American Refrigeration Institute; (See AHRI).

28. ARMA - Asphalt Roofing Manufacturers Association; www.asphaltroofing.org.

29. ASCE - American Society of Civil Engineers; www.asce.org.

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

31. ASHRAE - American Society of Heating, Refrigerating and Air-Conditioning Engineers; www.ashrae.org.

32. ASME - ASME International; (American Society of Mechanical Engineers); www.asme.org.

33. ASSE - American Society of Safety Engineers (The); www.asse.org.

34. ASSE - American Society of Sanitary Engineering; www.asse-plumbing.org.

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

36. ATIS - Alliance for Telecommunications Industry Solutions; www.atis.org.

37. AWEA - American Wind Energy Association; www.awea.org.

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

39. AWMAC - Architectural Woodwork Manufacturers Association of Canada; www.awmac.com.

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

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

42. AWWA - American Water Works Association; www.awwa.org.

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

44. BIA - Brick Industry Association (The); www.gobrick.com.

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

46. BIFMA - BIFMA International; (Business and Institutional Furniture Manufacturer's Association); www.bifma.org.

47. BISSC - Baking Industry Sanitation Standards Committee; www.bissc.org.

48. BWF - Badminton World Federation; (Formerly: International Badminton Federation); www.bissc.org.

49. CDA - Copper Development Association; www.copper.org.

50. CE - Conformite Europeenne; http://ec.europa.eu/growth/single-market/ce- marking/

51. CEA - Canadian Electricity Association; www.electricity.ca.

52. CEA - Consumer Electronics Association; www.ce.org.

53. CFFA - Chemical Fabrics and Film Association, Inc.; www.chemicalfabricsandfilm.com.

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

55. CGA - Compressed Gas Association; www.cganet.com.

56. CIMA - Cellulose Insulation Manufacturers Association; www.cellulose.org.

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

58. CISPI - Cast Iron Soil Pipe Institute; www.cispi.org.

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

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

61. CRI - Carpet and Rug Institute (The); www.carpet-rug.org.

62. CRRC - Cool Roof Rating Council; www.coolroofs.org.

63. CRSI - Concrete Reinforcing Steel Institute; www.crsi.org.

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

65. CSA - CSA International; (Formerly: IAS - International Approval Services); www.csa-international.org.

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

67. CSSB - Cedar Shake & Shingle Bureau; www.cedarbureau.org.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

REFERENCES 014200 - 4

68. CTI - Cooling Technology Institute; (Formerly: Cooling Tower Institute); www.cti.org.

69. CWC - Composite Wood Council; (See CPA).

70. DASMA - Door and Access Systems Manufacturers Association; www.dasma.com.

71. DHI - Door and Hardware Institute; www.dhi.org.

72. ECA - Electronic Components Association; (See ECIA).

73. ECAMA - Electronic Components Assemblies & Materials Association; (See ECIA).

74. ECIA - Electronic Components Industry Association; www.eciaonline.org.

75. EIA - Electronic Industries Alliance; (See TIA).

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

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

78. ESD - ESD Association; (Electrostatic Discharge Association); www.esda.org .

79. ESTA - Entertainment Services and Technology Association; (See PLASA).

80. ETL - Intertek (See Intertek); www.intertek.com.

81. EVO - Efficiency Valuation Organization; www.evo-world.org.

82. FCI - Fluid Controls Institute; www.fluidcontrolsinstitute.org.

83. FIBA - Federation Internationale de Basketball; (The International Basketball Federation); www.fiba.com.

84. FIVB - Federation Internationale de Volleyball; (The International Volleyball Federation); www.fivb.org.

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

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

87. FRSA - Florida Roofing, Sheet Metal & Air Conditioning Contractors Association, Inc.; www.floridaroof.com.

88. FSA - Fluid Sealing Association; www.fluidsealing.com.

89. FSC - Forest Stewardship Council U.S.; www.fscus.org.

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

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

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

93. HI - Hydraulic Institute; www.pumps.org.

94. HI/GAMA - Hydronics Institute/Gas Appliance Manufacturers Association; (See AHRI).

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

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

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

98. IAPSC - International Association of Professional Security Consultants; www.iapsc.org.

99. IAS - International Accreditation Service; www.iasonline.org. 100. IAS - International Approval Services; (See CSA).
101. ICBO - International Conference of Building Officials; (See ICC). 102. ICC - International Code Council; www.iccsafe.org. 103. ICEA - Insulated Cable Engineers Association, Inc.; www.icea.net. 104. ICPA - International Cast Polymer Alliance; www.icpa-hq.org. 105. ICRI - International Concrete Repair Institute, Inc.; www.icri.org. 106. IEC - International Electrotechnical Commission; www.iec.ch. 107. IEEE - Institute of Electrical and Electronics Engineers, Inc. (The); www.ieee.org. 108. IES - Illuminating Engineering Society; (Formerly: Illuminating Engineering Society of North America); www.ies.org.
109. IESNA - Illuminating Engineering Society of North America; (See IES).

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

REFERENCES 014200 - 5
110. IEST - Institute of Environmental Sciences and Technology; www.iest.org. 111. IGMA - Insulating Glass Manufacturers Alliance; www.igmaonline.org. 112. IGSHPA - International Ground Source Heat Pump Association; www.igshpa.okstate.edu.
113. ILI - Indiana Limestone Institute of America, Inc.; www.iliai.com. 114. Intertek - Intertek Group; (Formerly: ETL SEMCO; Intertek Testing Service NA); www.intertek.com.
115. ISA - International Society of Automation (The); (Formerly: Instrumentation, Systems, and Automation Society); www.isa.org.
116. ISAS - Instrumentation, Systems, and Automation Society (The); (See ISA). 117. ISFA - International Surface Fabricators Association; (Formerly: International Solid Surface Fabricators Association); www.isfanow.org. 118. ISO - International Organization for Standardization; www.iso.org. 119. ISSFA - International Solid Surface Fabricators Association; (See ISFA). 120. ITU - International Telecommunication Union; www.itu.int/home. 121. KCMA - Kitchen Cabinet Manufacturers Association; www.kcma.org. 122. LMA - Laminating Materials Association; (See CPA). 123. LPI - Lightning Protection Institute; www.lightning.org. 124. MBMA - Metal Building Manufacturers Association; www.mbma.com. 125. MCA - Metal Construction Association; www.metalconstruction.org. 126. MFMA - Maple Flooring Manufacturers Association, Inc.; www.maplefloor.org. 127. MFMA - Metal Framing Manufacturers Association, Inc.; www.metalframingmfg.org.
128. MHIA - Material Handling Industry of America; www.mhia.org. 129. MIA - Marble Institute of America; www.marble-institute.com. 130. MMPA - Moulding & Millwork Producers Association; www.wmmpa.com. 131. MPI - Master Painters Institute; www.paintinfo.com. 132. MSS - Manufacturers Standardization Society of The Valve and Fittings Industry Inc.; www.mss-hq.org.
133. NAAMM - National Association of Architectural Metal Manufacturers; www.naamm.org.
134. NACE - NACE International; (National Association of Corrosion Engineers International); www.nace.org.
135. NADCA - National Air Duct Cleaners Association; www.nadca.com. 136. NAIMA - North American Insulation Manufacturers Association; www.naima.org. 137. NBGQA - National Building Granite Quarries Association, Inc.; www.nbgqa.com. 138. NBI - New Buildings Institute; www.newbuildings.org. 139. NCAA - National Collegiate Athletic Association (The); www.ncaa.org. 140. NCMA - National Concrete Masonry Association; www.ncma.org. 141. NEBB - National Environmental Balancing Bureau; www.nebb.org. 142. NECA - National Electrical Contractors Association; www.necanet.org. 143. NeLMA - Northeastern Lumber Manufacturers Association; www.nelma.org. 144. NEMA - National Electrical Manufacturers Association; www.nema.org. 145. NETA - InterNational Electrical Testing Association; www.netaworld.org. 146. NFHS - National Federation of State High School Associations; www.nfhs.org. 147. NFPA - National Fire Protection Association; www.nfpa.org. 148. NFPA - NFPA International; (See NFPA).
149. NFRC - National Fenestration Rating Council; www.nfrc.org. 150. NHLA - National Hardwood Lumber Association; www.nhla.com. 151. NLGA - National Lumber Grades Authority; www.nlga.org. 152. NOFMA - National Oak Flooring Manufacturers Association; (See NWFA).

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

REFERENCES 014200 - 6
153. NOMMA - National Ornamental & Miscellaneous Metals Association; www.nomma.org.
154. NRCA - National Roofing Contractors Association; www.nrca.net. 155. NRMCA - National Ready Mixed Concrete Association; www.nrmca.org. 156. NSF - NSF International; www.nsf.org.
157. NSPE - National Society of Professional Engineers; www.nspe.org. 158. NSSGA - National Stone, Sand & Gravel Association; www.nssga.org. 159. NTMA - National Terrazzo & Mosaic Association, Inc. (The); www.ntma.com. 160. NWFA - National Wood Flooring Association; www.nwfa.org. 161. PCI - Precast/Prestressed Concrete Institute; www.pci.org. 162. PDI - Plumbing & Drainage Institute; www.pdionline.org. 163. PLASA - PLASA; (Formerly: ESTA - Entertainment Services and Technology Association); http://www.plasa.org.
164. RCSC - Research Council on Structural Connections; www.boltcouncil.org. 165. RFCI - Resilient Floor Covering Institute; www.rfci.com. 166. RIS - Redwood Inspection Service; www.redwoodinspection.com. 167. SAE - SAE International; www.sae.org.
168. SCTE - Society of Cable Telecommunications Engineers; www.scte.org. 169. SDI - Steel Deck Institute; www.sdi.org.
170. SDI - Steel Door Institute; www.steeldoor.org.
171. SEFA - Scientific Equipment and Furniture Association (The); www.sefalabs.com.
172. SEI/ASCE - Structural Engineering Institute/American Society of Civil Engineers; (See ASCE).
173. SIA - Security Industry Association; www.siaonline.org. 174. SJI - Steel Joist Institute; www.steeljoist.org.
175. SMA - Screen Manufacturers Association; www.smainfo.org. 176. SMACNA - Sheet Metal and Air Conditioning Contractors' National Association; www.smacna.org.
177. SMPTE - Society of Motion Picture and Television Engineers; www.smpte.org. 178. SPFA - Spray Polyurethane Foam Alliance; www.sprayfoam.org. 179. SPIB - Southern Pine Inspection Bureau; www.spib.org. 180. SPRI - Single Ply Roofing Industry; www.spri.org.
181. SRCC - Solar Rating & Certification Corporation; www.solar-rating.org. 182. SSINA - Specialty Steel Industry of North America; www.ssina.com. 183. SSPC - SSPC: The Society for Protective Coatings; www.sspc.org. 184. STI - Steel Tank Institute; www.steeltank.com.
185. SWI - Steel Window Institute; www.steelwindows.com. 186. SWPA - Submersible Wastewater Pump Association; www.swpa.org. 187. TCA - Tilt-Up Concrete Association; www.tilt-up.org. 188. TCNA - Tile Council of North America, Inc.; www.tileusa.com. 189. TEMA - Tubular Exchanger Manufacturers Association, Inc.; www.tema.org. 190. TIA - Telecommunications Industry Association (The); (Formerly: TIA/EIA - Telecommunications Industry Association/Electronic Industries Alliance); www.tiaonline.org.
191. TIA/EIA - Telecommunications Industry Association/Electronic Industries Alliance; (See TIA).
192. TMS - The Masonry Society; www.masonrysociety.org. 193. TPI - Truss Plate Institute; www.tpinst.org.
194. TPI - Turfgrass Producers International; www.turfgrasssod.org. 195. TRI - Tile Roofing Institute; www.tileroofing.org.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

REFERENCES 014200 - 7
196. UL - Underwriters Laboratories Inc.; http://www.ul.com. 197. UNI - Uni-Bell PVC Pipe Association; www.uni-bell.org. 198. USAV - USA Volleyball; www.usavolleyball.org.
199. USGBC - U.S. Green Building Council; www.usgbc.org. 200. USITT - United States Institute for Theatre Technology, Inc.; www.usitt.org. 201. WA - Wallcoverings Association; www.wallcoverings.org 202. WASTEC - Waste Equipment Technology Association; www.wastec.org. 203. WCLIB - West Coast Lumber Inspection Bureau; www.wclib.org. 204. WCMA - Window Covering Manufacturers Association; www.wcmanet.org. 205. WDMA - Window & Door Manufacturers Association; www.wdma.com. 206. WI - Woodwork Institute; www.wicnet.org.
207. WSRCA - Western States Roofing Contractors Association; www.wsrca.com. 208. WWPA - Western Wood Products Association; www.wwpa.org.

B. 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.

C. 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. COE - Army Corps of Engineers; www.usace.army.mil.

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

3. DOC - Department of Commerce; National Institute of Standards and Technology; www.nist.gov.

4. DOD - Department of Defense; www.quicksearch.dla.mil.

5. DOE - Department of Energy; www.energy.gov.

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

7. FAA - Federal Aviation Administration; www.faa.gov.

8. FG - Federal Government Publications; www.gpo.gov/fdsys.

9. GSA - General Services Administration; www.gsa.gov.

10. HUD - Department of Housing and Urban Development; www.hud.gov.

11. LBL - Lawrence Berkeley National Laboratory; Environmental Energy Technologies Division; www.eetd.lbl.gov.

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

13. SD - Department of State; www.state.gov.

14. TRB - Transportation Research Board; National Cooperative Highway Research Program; The National Academies; www.trb.org.

15. USDA - Department of Agriculture; Agriculture Research Service; U.S. Salinity Laboratory; www.ars.usda.gov.

16. USDA - Department of Agriculture; Rural Utilities Service; www.usda.gov.

17. USDOJ - Department of Justice; Office of Justice Programs; National Institute of Justice; www.ojp.usdoj.gov.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

REFERENCES 014200 - 8

18. USP - U.S. Pharmacopeial Convention; www.usp.org.

19. USPS - United States Postal Service; www.usps.com.

D. 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. DOD - Department of Defense; Military Specifications and Standards; Available from DLA Document Services; www.quicksearch.dla.mil.

3. DSCC - Defense Supply Center Columbus; (See FS).

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

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

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

7. USAB - United States Access Board; www.access-board.gov.

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

E. 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.

6. SMAQMD; Sacramento Metro Air Quality Management District; www.airquality.org.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

REFERENCES 014200 - 9
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 014200
City of Sacramento CITY HALL GARAGE FULL RE-OPENING

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, function, 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 related to type, function, in-service performance and physical properties, weight, dimension, durability, visual characteristics, and other special features and requirements for purposes of evaluating comparable products of additional manufacturers named in the specification.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

PRODUCT REQUIREMENTS 016000 - 2
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 within 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.

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 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 City of Sacramento CITY HALL GARAGE FULL RE-OPENING

PRODUCT REQUIREMENTS 016000 - 3
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 Divisions 21, 22, 23, and 26 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.

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.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

PRODUCT REQUIREMENTS 016000 - 4

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 Contract 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.

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.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

PRODUCT REQUIREMENTS 016000 - 5
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 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.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

PRODUCT REQUIREMENTS 016000 - 6
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.

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 CITY HALL GARAGE FULL RE-OPENING

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. Construction layout.

2. Field engineering and surveying.

3. Installation of the Work.

4. Cutting and patching.

5. Coordination of Owner-installed products.

6. Progress cleaning.

7. Starting and adjusting.

8. Protection of installed construction.

B. Related Requirements:

1. Section 011000 "Summary" for limits on use of Project site.

2. 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.

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 PREINSTALLATION MEETINGS
A. Cutting and Patching Conference: Conduct conference at Project site.

1. Prior to submitting cutting and patching plan, review extent of cutting and patching anticipated and examine procedures for ensuring satisfactory result City of Sacramento CITY HALL GARAGE FULL RE-OPENING

EXECUTION 017300 - 2
from cutting and patching work. Require representatives of each entity directly concerned with cutting and patching to attend, including the following:
a. Contractor's superintendent.
b. Trade supervisor responsible for cutting operations. c. Trade supervisor(s) responsible for patching of each type of substrate. d. Mechanical, electrical, and utilities subcontractors' supervisors, to the extent each trade is affecting by cutting and patching operations.

2. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding.

1.5 INFORMATIONAL SUBMITTALS
A. Qualification Data: For professional engineer.

B. Certificates: Submit certificate signed by professional engineer certifying that location and elevation of improvements comply with requirements.

C. Cutting and Patching Plan: Submit plan describing procedures at least 10days 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 cutting and patching.

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 those 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.

D. Landfill Receipts: Submit copy of receipts issued by a landfill facility, licensed to accept hazardous materials, for hazardous waste disposal.

E. Certified Surveys: Submit two copies signed by land surveyor.

F. Final Property Survey: Submit 10 copies showing the Work performed and record survey data.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

EXECUTION 017300 - 3

1.6 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 requirements 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. Shore, 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. Plumbing piping systems.
d. Mechanical systems piping and ducts.
e. Communication systems.
f. Fire-detection and -alarm systems.
g. Electrical wiring systems.
h. 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 results in reducing their capacity to perform as intended, 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. Equipment 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 patching. 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 Installation Instructions: Obtain and maintain on-site manufacturer's written recommendations and instructions for installation of products and equipment.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

EXECUTION 017300 - 4
PART 2 - PRODUCTS

2.1 MATERIALS
A. General: Comply with requirements specified in other Sections.

1. For projects requiring compliance with sustainable design and construction practices and procedures, use products for patching that comply with sustainable design requirements.

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. Existing Conditions: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and location of underground utilities, and other construction affecting the Work.

1. Before construction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer, and water-service piping; underground electrical services; and other utilities.

2. Furnish location data for work related to Project that must be performed by public utilities serving Project site.

B. 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 installation tolerances and other conditions affecting performance. Record observations.

1. Examine roughing-in for mechanical and electrical systems to verify actual locations of connections before equipment and fixture installation.

2. Examine walls, floors, and roofs for suitable conditions where products and systems are to be installed.

3. Verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers.

C. Written 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.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

EXECUTION 017300 - 5

2. List of detrimental conditions, including substrates.

3. List of unacceptable installation tolerances.

4. Recommended corrections.

D. 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 fit 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 of 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 CONSTRUCTION LAYOUT
A. Verification: Before proceeding to lay out the Work, verify layout information shown on Drawings, in relation to the property survey and existing benchmarks. If discrepancies are discovered, notify Architect and Construction Manager promptly.

B. General: Engage a professional engineer to lay out the Work using accepted surveying practices.

1. Establish benchmarks and control points to set lines and levels at each story of construction and elsewhere as needed to locate each element of Project.

2. Establish limits on use of Project site.

3. Establish dimensions within tolerances indicated. Do not scale Drawings to obtain required dimensions.

4. Inform installers of lines and levels to which they must comply.

5. Check the location, level and plumb, of every major element as the Work progresses.

6. Notify Architect and Construction Manager when deviations from required lines and levels exceed allowable tolerances.

C. Site Improvements: Locate and lay out site improvements, including pavements, grading, fill and topsoil placement, utility slopes, and rim and invert elevations.

D. Building Lines and Levels: Locate and lay out control lines and levels for structures, building foundations, column grids, and floor levels, including those required for City of Sacramento CITY HALL GARAGE FULL RE-OPENING

EXECUTION 017300 - 6
mechanical and electrical work. Transfer survey markings and elevations for use with control lines and levels. Level foundations and piers from two or more locations.

E. Record Log: Maintain a log of layout control work. Record deviations from required lines and levels. Include beginning and ending dates and times of surveys, weather conditions, name and duty of each survey party member, and types of instruments and tapes used. Make the log available for reference by Architect and Construction Manager.

3.4 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 manufacturer'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.

E. Sequence the Work and allow adequate clearances to accommodate movement 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 blocking 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.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

EXECUTION 017300 - 7

2. Allow for building movement, including thermal expansion and contraction.

3. Coordinate installation of anchorages. 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.

3.5 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, by methods and with materials so as not to void existing warranties.

C. Temporary Support: Provide temporary support of work to be cut.

D. Protection: Protect in-place construction during cutting and patching to prevent damage. Provide protection from adverse weather 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. Existing Utility Services and Mechanical/Electrical Systems: Where existing services/systems are required to be removed, relocated, or abandoned, bypass such services/systems before cutting to minimize / prevent interruption to occupied areas.

G. 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, City of Sacramento CITY HALL GARAGE FULL RE-OPENING

EXECUTION 017300 - 8
and with minimum disturbance 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. Concrete and Masonry: Cut using a cutting machine, such as an abrasive saw or a diamond-core drill.

4. Excavating and Backfilling: Comply with requirements in applicable Sections where required by cutting and patching operations.

5. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after cutting.

6. Proceed with patching after construction operations requiring cutting are complete.

H. Patching: Patch construction by filling, 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 adjoining construction in a manner that will minimize evidence of patching and refinishing.
a. Clean piping, conduit, and similar features before applying paint or other finishing materials.
b. Restore damaged pipe covering to its original condition.

3. Floors and Walls: Where walls or partitions that are removed extend one finished area into another, patch and repair floor and wall surfaces in the new space.

Provide an even surface of uniform finish, color, texture, and appearance.

Remove in-place floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance.
a. Where patching occurs in a painted surface, prepare substrate and apply primer and intermediate paint coats appropriate for substrate over the patch, and apply final paint coat over entire unbroken surface containing the patch. Provide additional coats until patch blends with adjacent surfaces.

4. Ceilings: Patch, repair, or rehang in-place ceilings as necessary to provide an even-plane surface of uniform appearance.

5. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a weathertight condition and ensures thermal and moisture integrity of building enclosure.

I. Cleaning: Clean areas and spaces where cutting and patching are performed. Remove paint, mortar, oils, putty, and similar materials from adjacent finished surfaces.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

EXECUTION 017300 - 9

3.6 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.

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 vacuum 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 specific 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. Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion.

G. Waste Disposal: Do not bury or burn waste materials on-site. Do not wash waste materials down sewers or into waterways. Comply with waste disposal requirements in Section 017419 "Construction Waste Management and Disposal." H. During handling and installation, clean and protect construction in progress and adjoining materials already in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion.

I. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

EXECUTION 017300 - 10
J. 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.

3.7 STARTING AND ADJUSTING
A. Coordinate startup and adjusting of equipment and operating components with requirements in Section 019113 "General Commissioning Requirements." B. Start equipment and operating components to confirm proper operation. Remove malfunctioning units, replace with new units, and retest.

C. Adjust equipment for proper operation. Adjust operating components for proper operation without binding.

D. Test each piece of equipment to verify proper operation. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment.

E. Manufacturer's Field Service: Comply with qualification requirements in Section 014000 "Quality Requirements."

3.8 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.

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. Comply with manufacturer's written instructions for temperature and relative humidity.

END OF SECTION 017300
City of Sacramento CITY HALL GARAGE FULL RE-OPENING

CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 1
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. Salvaging nonhazardous demolition and construction waste.

2. Recycling nonhazardous demolition and construction waste.

3. Disposing of nonhazardous demolition and construction waste.

1.3 DEFINITIONS
A. Construction Waste: Building, structure, and site improvement materials and other solid waste resulting from construction, remodeling, renovation, or repair operations.

Construction waste includes packaging.

B. Demolition Waste: Building, structure, and site improvement materials resulting from demolition operations.

C. Disposal: Removal of demolition or construction waste and subsequent salvage, sale, recycling, or deposit in landfill, incinerator acceptable to authorities having jurisdiction, or designated spoil areas on Owner’s property.

D. Recycle: Recovery of demolition or construction waste for subsequent processing in preparation for reuse.

E. Salvage: Recovery of demolition or construction waste and subsequent sale or reuse in another facility.

F. Salvage and Reuse: Recovery of demolition or construction waste and subsequent incorporation into the Work.

1.4 MATERIALS OWNERSHIP
A. Unless otherwise indicated, demolition and construction 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 City of Sacramento CITY HALL GARAGE FULL RE-OPENING

CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 2
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.

1.5 ACTION SUBMITTALS
A. Waste Management Plan: Submit plan within 7 days of date established for the Notice to Proceed. Waste Management Plan is available on the City website.

1.6 INFORMATIONAL SUBMITTALS
A. Waste Reduction Progress Reports: Concurrent with each Application for Payment, submit report. Use Construction and Demolition Waste Log available on the City website.

B. Waste Reduction Calculations: Before request for Substantial Completion, submit calculated end-of-Project rates for salvage, recycling, and disposal as a percentage of total waste generated by the Work.

C. Records of Donations: Indicate receipt and acceptance of salvageable waste donated to individuals and organizations. Indicate whether organization is tax exempt.

D. Records of Sales: Indicate receipt and acceptance of salvageable waste sold to individuals and organizations. Indicate whether organization is tax exempt.

E. Recycling and Processing Facility Records: Indicate receipt and acceptance of recyclable waste by recycling and processing facilities licensed to accept them. Include manifests, weight tickets, receipts, and invoices.

F. Landfill and Incinerator Disposal Records: Indicate receipt and acceptance of waste by landfills and incinerator facilities licensed to accept them. Include manifests, weight tickets, receipts, and invoices.

1.7 QUALITY ASSURANCE
A. Waste Management Coordinator Qualifications: Experienced firm, or individual employed and assigned by General Contractor, with a record of successful waste management coordination of projects with similar requirements. Superintendent may serve as Waste Management Coordinator.

B. Regulatory Requirements: Comply with transportation and disposal regulations of authorities having jurisdiction.

C. Waste Management Conference(s): Conduct conference(s) at Project site to comply with requirements in Section 013100 "Project Management and Coordination." Review methods and procedures related to waste management including, but not limited to, the following:

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 3

1. Review and discuss waste management plan including responsibilities of each contractor and waste management coordinator.

2. Review requirements for documenting quantities of each type of waste and its disposition.

3. Review and finalize procedures for materials separation and verify availability of containers and bins needed to avoid delays.

4. Review procedures for periodic waste collection and transportation to recycling and disposal facilities.

5. Review waste management requirements for each trade.

1.8 WASTE MANAGEMENT PLAN
A. General: Develop a waste management plan according to requirements in this Section.

Plan shall consist of waste identification, waste reduction work plan, and cost/revenue analysis. Distinguish between demolition and construction waste. Indicate quantities by weight or volume, but use same units of measure throughout waste management plan.

PART 2 - PRODUCTS

2.1 RECYCLING RECEIVERS AND PROCESSORS
A. Subject to compliance with requirements, available recycling receivers and processors include, but are not limited to, the following:

1. Kiefer Landfill, 127601 Kiefer Blvd. Sacramento, CA 95683.

2.2 PERFORMANCE REQUIREMENTS
A. General: Achieve end-of-Project rates for salvage/recycling of 50 percent by weight of total nonhazardous solid waste generated by the Work. Practice efficient waste management in the use of materials in the course of the Work. Use all reasonable means to divert construction and demolition waste from landfills and incinerators.

Facilitate recycling and salvage of materials.

PART 3 - EXECUTION

3.1 PLAN IMPLEMENTATION
A. General: Implement approved waste management plan. Provide handling, containers, storage, signage, transportation, and other items as required to implement waste management plan during the entire duration of the Contract.

B. Waste Management Coordinator: Engage a waste management coordinator to be responsible for implementing, monitoring, and reporting status of waste management work plan.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 4
C. Training: Train workers, subcontractors, and suppliers on proper waste management procedures, as appropriate for the Work.

1. Distribute waste management plan to everyone concerned within three days of submittal return.

2. Distribute waste management plan to entities when they first begin work on-site.

Review plan procedures and locations established for salvage, recycling, and disposal.

D. Site Access and Temporary Controls: Conduct waste management operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

1. Designate and label specific areas on Project site necessary for separating materials that are to be salvaged and recycled.

3.2 RECYCLING DEMOLITION AND CONSTRUCTION WASTE, GENERAL A. General: Recycle paper and beverage containers used by on-site workers.

B. Recycling Incentives: Revenues, savings, rebates, tax credits, and other incentives received for recycling waste materials shall accrue to Contractor.

C. Preparation of Waste: Prepare and maintain recyclable waste materials according to recycling or reuse facility requirements. Maintain materials free of dirt, adhesives, solvents, petroleum contamination, and other substances deleterious to the recycling process.

D. Procedures: Process recyclable waste according to approved construction waste management plan.

1. Provide appropriately marked containers or bins for controlling recyclable waste until removed from Project site. Include list of acceptable and unacceptable materials at each container and bin.
a. Inspect containers and bins for contamination and remove contaminated materials if found.

2. Stockpile processed materials on-site without intermixing with other materials.

Place, grade, and shape stockpiles to drain surface water. Cover to prevent windblown dust.

3. Stockpile materials away from construction area. Do not store within drip line of remaining trees.

4. Store components off the ground and protect from the weather.

5. Remove recyclable waste from Owner's property and transport to recycling receiver or processor as often as required to prevent overfilling bins.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 5

3.3 RECYCLING DEMOLITION WASTE
A. Concrete: Remove reinforcement and other metals from concrete and sort with other metals.

1. Pulverize concrete to maximum 1-1/2-inch size.

B. Wood Materials: Sort and stack members according to size, type, and length. Separate lumber, engineered wood products, panel products, and treated wood materials.

C. Metals: Separate metals by type.

1. Structural Steel: Stack members according to size, type of member, and length.

2. Remove and dispose of bolts, nuts, washers, and other rough hardware.

D. Gypsum Board: Stack large clean pieces on wood pallets or in container and store in a dry location. Remove edge trim and sort with other metals. Remove and dispose of fasteners.

E. Acoustical Ceiling Panels and Tile: Stack large clean pieces on wood pallets and store in a dry location.

F. Metal Suspension System: Separate metal members, including trim and other metals from acoustical panels and tile, and sort with other metals.

G. Carpet and Pad: Roll large pieces tightly after removing debris, trash, adhesive, and tack strips.

1. Store clean, dry carpet[ and pad] in a closed container or trailer provided by carpet reclamation agency or carpet recycler.

H. Carpet Tile: Remove debris, trash, and adhesive.

1. Stack tile on pallet and store clean, dry carpet in a closed container or trailer provided by carpet reclamation agency or carpet recycler.

I. Piping: Reduce piping to straight lengths and store by material and size. Separate supports, hangers, valves, sprinklers, and other components by material and size.

J. Conduit: Reduce conduit to straight lengths and store by material and size.

K. Lamps: Separate lamps by type and store according to requirements in 40 CFR 273.

3.4 RECYCLING CONSTRUCTION WASTE
A. Packaging:

1. Cardboard and Boxes: Break down packaging into flat sheets. Bundle and store in a dry location.

2. Polystyrene Packaging: Separate and bag materials.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 6

3. Pallets: As much as possible, require deliveries using pallets to remove pallets from Project site. For pallets that remain on-site, break down pallets into component wood pieces and comply with requirements for recycling wood.

4. Crates: Break down crates into component wood pieces and comply with requirements for recycling wood.

B. Wood Materials:

1. Clean Cut-Offs of Lumber: Grind or chip into small pieces.

2. Clean Sawdust: Bag sawdust that does not contain painted or treated wood. a. Comply with requirements in Section 329300 "Plants" for use of clean sawdust as organic mulch.

C. Gypsum Board: Stack large clean pieces on wood pallets or in container and store in a dry location.

D. Paint: Seal containers and store by type.

3.5 DISPOSAL OF WASTE
A. General: Except for items or materials to be salvaged or recycled, remove waste materials from Project site and legally dispose of them in a landfill or incinerator acceptable to authorities having jurisdiction.

1. Except as otherwise specified, do not allow waste materials that are to be disposed of accumulate on-site.

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

B. General: Except for items or materials to be salvaged or recycled, remove waste materials and legally dispose of at designated spoil areas on Owner’s property.

C. Burning: Do not burn waste materials.

END OF SECTION 017419
City of Sacramento CITY HALL GARAGE FULL RE-OPENING

CLOSEOUT PROCEDURES 017700 - 1
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 012900 “Payment Procedures” for final application for payment.

2. Section 017839 “Project Record Documents” for submitting Record Drawings, Record Specifications, and Record Product data.

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.

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.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

CLOSEOUT PROCEDURES 017700 - 2
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 and 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, final 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 byOwner. 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.

5. Submit testing, adjusting, and balancing records.

6. Submit changeover information related to Owner's occupancy, use, operation, and maintenance.

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. Complete startup and testing of systems and equipment.

4. Perform preventive maintenance on equipment used prior to Substantial Completion.

5. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems. Submit demonstration and training video recordings specified in Section 017900 "Demonstration and Training."

6. Advise Owner of changeover in utility services.

7. Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements.

8. Complete final cleaning requirements.

9. 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 inspection and tests. On receipt of request, Ownerwill either proceed with inspection or City of Sacramento CITY HALL GARAGE FULL RE-OPENING

CLOSEOUT PROCEDURES 017700 - 3
notify Contractor of unfulfilled requirements. Owner 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 Owner'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 evidence 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. Organize list of spaces in sequential order, starting with exterior areas firstand] proceeding from lowest floor to highest floor (if building is multi-story).

2. Organize items applying to each space by major element, including categories for ceiling, individual walls, floors, equipment, and building systems.

3. Include the following information at the top of each page:
a. Project name.
b. Date.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

CLOSEOUT PROCEDURES 017700 - 4
c. Name of Architect and Owner
d. Name of Contractor.
e. Page number.

1.9 SUBMITTAL OF PROJECT WARRANTIES
A. Time of Submittal: Submit written warranties on request of 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 15days 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 with bookmarks enabling navigation to each item. Provide bookmarked table of contents at beginning of document.

1. Submit on digital media acceptable to Owner 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.

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.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

CLOSEOUT PROCEDURES 017700 - 5

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 and interior 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 debris and surface dust from limited access spaces, including roofs, plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces.
f. Sweep concrete floors broom clean in unoccupied spaces. g. Vacuum carpet and similar soft surfaces, removing debris and excess nap; clean according to manufacturer's recommendations if visible soil or stains remain.
h. Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing compounds and other noticeable, vision- obscuring materials. Polish mirrors and glass, taking care not to scratch surfaces.
i. Remove labels that are not permanent.
j. Clean luminaires, lamps, globes, and reflectors to function with full efficiency.
k. Leave Project clean and ready for occupancy.

C. Construction Waste Disposal: Comply with waste disposal requirements in 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. Remove and replace chipped, scratched, and broken glass, reflective surfaces, and other damaged transparent materials.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

CLOSEOUT PROCEDURES 017700 - 6

2. Touch up and otherwise repair and restore marred or exposed finishes and surfaces. Replace finishes and surfaces that that already show evidence of repair or restoration.
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 construction that may impede operation or reduce longevity.

4. Replace burned-out bulbs, bulbs noticeably dimmed by hours of use, to comply with requirements for new fixtures.

END OF SECTION 017700
City of Sacramento CITY HALL GARAGE FULL RE-OPENING

PROJECT RECORD DOCUMENTS 017839 - 1
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 013100 “Project Management and Coordination” for requirements related to use of Architects digital data files.

2. Section 017300 "Execution" for final property survey.

3. Section 017700 "Closeout Procedures" for general closeout procedures.

1.3 CLOSEOUT SUBMITTALS
A. Record Drawings: Comply with the following:

1. 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, DWG electronic files and one set of prints.
2) Print each drawing, whether or not changes and additional information were recorded.

B. Record Specifications: Submit annotated PDF electronic files of Project's Specifications, including addenda and contract modifications.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

PROJECT RECORD DOCUMENTS 017839 - 2
C. Record Product Data: Submit annotated PDF electronic files and directories of each submittal.

1. Submit scans 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.

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. Depths of foundations.
d. Locations and depths of underground utilities.
e. Revisions to routing of piping and conduits.
f. Revisions to electrical circuitry.
g. Actual equipment locations.
h. Duct size and routing.
i. Locations of concealed internal utilities.
j. Changes made by Change Order or Construction Change Directive (CCD). k. Changes made following Owner’s written orders.
l. Details not on the original Contract Drawings.
m. Field records for variable and concealed conditions. n. Record information on the Work that is shown only schematically.

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.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

PROJECT RECORD DOCUMENTS 017839 - 3

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.

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. and Format: Annotated PDF electronic file with comment function enabled.

3. Incorporate changes and additional information previously marked on record prints. Delete, redraw, and add details and notations where applicable.

4. Refer instances of uncertainty to Owner for resolution.

5. 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 identification. 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.

City of Sacramento CITY HALL GARAGE FULL RE-OPENING

PROJECT RECORD DOCUMENTS 017839 - 4

1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later.

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. Include 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 CITY HALL GARAGE FULL RE-OPENING

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

PROJECT LOCATION

VICINITY MAP
OWNER

CITY OF SACRAMENTO

DEPARTMENT OF PUBLIC WORKS
5730 24TH ST, BUILDING 4
SACRAMENTO, CA 95822
CONTACT: JAMES CHRISTENSEN
PHONE: 916.808.4970
EMAIL: [email protected]

WALKER CONSULTANTS
601 CALIFORNIA STREET, SUITE 820
SAN FRANCISCO, CA 94105
CONTACT: JIMMY LAU
PHONE: 415.644.0630
EMAIL: [email protected]

STRUCTURAL ENGINEER

LIONAKIS
2025 19TH STREET
SACRAMENTO, CA 95818
CONTACT: KERRY VOLKER
PHONE: 916.558.1900
EMAIL: [email protected]

PARKING ENGINEER

PROJECT DIRECTORY

THE PROJECT CONSISTS OF RETURNING THE PARKING GARAGE TO A SAFE STRUCTURAL CONDITION TO PERMIT A FULL RE-OPENING. LIMITED MODIFICATIONS ARE BEING MADE TO THE

EXISTING STRUCTURE TO REPAIR FIRE DAMAGED CONCRETE AND TO RELOCATE POST TENSION STRAND ANCHORAGE POINTS. WORK AT THE SECOND LEVEL INCLUDES CONCRETE RESURFACING, CRACK REPAIR AND APPLICATION OF TRAFFIC TOPPING. WORK AT THE THRID

LEVEL INCLUDES CONCRETE RESURFACING, CONCRETE REPAIRS, CRACK REPAIRS, POST TENSION STRAND REANCHORAGE AND APPLICATION OF TRAFFIC TOPPING. CONSTRUCTION AND REPAIR WORK WILL TAKE PLACE IN THE CURRENTLY CLOSED PORTION OF THE GARAGE. THE EXISTING EXITING THROUGH STAIRS AND ELEVATORS WILL REMAIN IN PLACE.

THE CITY OF SACRAMENTO WILL REPAIR DAMAGED LIGHTING, SIGNAGE AND PAINTING PRIOR TO RE-OPENING THE GARAGE.

THE STRUCTURE CONSISTS OF A CAST IN PLACE CONCRETE ABOVE GRADE PARKING GARAGE APPROXIMATELY 400,000 SQUARE FEET IN SIZE, WITH 8 LEVELS OF PARKING AND ONE UNDERGROUND EXIT TUNNEL. APPROXIMATELY 50% OF THE GROUND FLOOR FOOTPRINT IS OCCUPIED BY TENANT SPACES. NONE OF THE TENANT SPACES WILL BE AFFECTED BY THE PROJECT SCOPE OF WORK.

SCOPE OF PROJECT
ADDRESS: 1000 I STREET, SACRAMENTO, CA 95814
APN: 006-0044-001, 006-0044-002, 006-0044-003, 006-0044-004, 006-0044-005 CONSTRUCTION TYPE: TYPE II - SPRINKLERED AT GROUND FLOOR AND THE UNDERGROUND TUNNEL OCCUPANCY TYPE:

PARKING GARAGE S-2
RESTAURANT TENANT SPACES A-2

SALON TENANT SPACES B
BUILDING HEIGHT: 8 STORY
BUILDING AREA: 400,000 SQ.FT

PROJECT DATA
NONE

DEFERRED SUBMITTALS

BUILDING IDENTIFIER - WHERE OCCURS
DISCIPLINE DESIGNATOR - LEVEL 1
DISCIPLINE DESIGNATOR - LEVEL 2

REPLACE DASH WHERE OCCURS

SHEET TYPE SUBSET DESIGNATOR

LEVEL/SEQUENCE DESIGNATOR

AREA IDENTIFIER - WHERE OCCURS

SHEET TYPE DESIGNATOR
C.A-123AB

UNIQUE PORTION IDENTIFIER - WHERE OCCURS

SHEET TYPE DESIGNATORS
0 - GENERAL
1 - PLANS
2 - ELEVATIONS
3 - SECTIONS
4 - LARGE SCALE VIEWS
5 - DETAILS
6 - SCHEDULES & DIAGRAMS
7 - USER DEFINED
8 - USER DEFINED
9 - 3D REPRESENTATIONS
DISCIPLINE DESIGNATORS - LEVEL 1

G GENERAL

H HAZARDOUS MATERIALS

V SURVEY/MAPPING

B GEOTECHNICAL

C CIVIL

L LANDSCAPE

S STRUCTURAL

A ARCHITECTURAL

I INTERIORS

Q EQUIPMENT

F FIRE PROTECTION

P PLUMBING

D PROCESS

M MECHANICAL

E ELECTRICAL

W DISTRIBUTED ENERGY

T TELECOMMUNICATIONS

R PARKING

X OTHER DISCIPLINES

Z CONTRACTOR/SHOP DRAWINGS

O OPERATIONS

SHEET IDENTIFICATION LEGEND

ARCHITECTURAL SYMBOLS LEGEND
B3
A-501
B3
A-501
A4
A-201
D2
A-512
TOC 98'-8"
10 B3
A-301
A2
A-303
A2
A-303

ROOM NAME
101
22 NORTH
PLAN

MATCH LINE

SEE XX / X-XXX
22 1
A
A-202 A2
A1
A2A4
A3
A-202
LEVEL 1
100'-0"
D2
A-512
D2
A-512

DETAIL INDICATOR - REFERENCE &

DETAIL INDICATOR - ITEM

DETAIL INDICATOR - SECTION & DETAIL

INDICATOR - SECTION ITEM

SECTION INDICATOR - PARTIAL

BUILDING/WALL &

DETAIL INDICATOR - AREA

SECTION INDICATOR - BUILDING

ELEVATION INDICATOR - EXTERIOR

ELEVATION INDICATOR - INTERIOR,

SINGLE & MULTIPLE VIEW

MATCH LINE INDICATOR

REFERENCE GRID WITH REFERENCE GRID LINES

REVISION INDICATOR & REVISION CLOUD

ROOM IDENTIFIER WITH ROOM NAME & NUMBER

ELEVATION INDICATOR - LEVEL & SPOT

WINDOW OR LOUVER IDENTIFIER

KEYNOTE INDICATOR

PLAN NORTH & TRUE NORTH INDICATOR

PROJECT LOCATION

LOCATION MAP
1 2 3 4 5
D
C
B
A
SHEET
TITLE
AGENCY

MANAGEMENT
ISSUED

PROJECT
SEAL

CONSULTANT
LIONAKIS PROJECT NO:

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 0 1/4" 1/2" 1" 2"
CLIENT
6/17/2022 1:50:54 PM C:\Users\Alex.Ruiz\Documents\_RevitLocalFiles\[email protected] G-001

COVER SHEET, INDEX,

VICINITY MAPS
1000 I ST,
SACRAMENTO, CA 95814
PLAN CHECK #1
019124.03

CITY OF SACRAMENTO

CITY HALL GARAGE
JUNE 15, 2022

FULL RE-OPENING

CITY OF SACRAMENTO

FULL RE-OPENING
1000 I ST,
SACRAMENTO, CA 95814

CITY HALL GARAGE

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP CLG SUSPENDED CEILING

SV SHEET VINYL

SYMM SYMMETRICAL

SYS SYSTEM

T TREAD

T&G TONGUE & GROOVE

TEL TELEPHONE

THK THICKNESS

TMH TOP OF MANHOLE

TMPD TEMPERED

TO TOP OF

TOC TOP OF CURB

TOF TOP OF FRAME

TOJ TOP OF JOIST

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF STEEL

TOW TOP OF WALL

TV TELEVISION

TYP TYPICAL

UC UNDER COUNTER/CABINET

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

UR URINAL

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VWC VINYL WALL COVERING

VWF VINYL WALL FABRIC

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WH WATER HEATER

WO WHERE OCCURS

WP WORKING POINT

WPM WATERPROOF MEMBRANE

WSCT WAINSCOT

WT WEIGHT

WTR WATER

WWR WELDED WIRE

REINFORCEMENT

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MR MOISTURE RESISTANT

MTD MOUNTED

MTL METAL

MULL MULLION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O/ OVER

OC ON CENTER

OD OUTSIDE DIAMETER

OF/CI OWNER FURNISHED /

CONTRACTOR INSTALLED

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

PAF POWER ACTUATED FASTENER
PL PROPERTY LINE; PLATE

PLAM PLASTIC LAMINATE

PLB PLUMB

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH
PT PAINT; PAINT

PTN PARTITION

PV PHOTOVOLTAIC

QT QUARRY TILE
R RADIUS; RISER

RD ROOF DRAIN

REBAR REINFORCING STEEL BAR

REF REFERENCE

REF REFRIGERATOR

REINF REINFORCE / REINFORCING

REQD REQUIRED

RESIL RESILIENT

RM ROOM

RO ROUGH OPENING

RWD REDWOOD

RWL RAIN WATER LEADER

SAD SEE ARCHITECTURAL

DRAWINGS

SATC SUSPENDED ACOUSTICAL TILE

CEILING

SB SPLASH BLOCK

SC SOLID CORE

SCHED SCHEDULE

SD STORM DRAIN

SDST SELF DRIVING, SELF TAPPING

SHT SHEET

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SLNT SEALANT

SM SHEET METAL

SPEC SPECIFICATION

SQ SQUARE
SS SANITARY SEWER; SERVICE
SINK

SST STAINLESS STEEL

DHM DETENTION HOLLOW METAL

DIA DIAMETER

DIM DIMENSION

DS DOWNSPOUT

DSP DRY STANDPIPE

DWG DRAWING

DWR DRAWER

EA EACH

EGSB EXTERIOR GYPSUM SHEATHING
BOARD

EIFS EXTERIOR INSULATION AND

FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC / ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

EPB ELECTRICAL PANEL BOARD

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXST EXISTING

EXP EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FB FLAT BAR

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FIN FINISH

FLG FLOORING

FLL FLOW LINE

FLR FLOOR

FOC FACE OF CONCRETE/CURB

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FOW FACE OF WALL

FP FIREPROOF

FRP FIBERGLASS REINFORCED

PLASTIC

FT FEET / FOOT

FTG FOOTING

FURG FURRING

FUT FUTURE
G GROUND; NATURAL GAS

GA GAGE

GALV GALVANIZED

GB GRAB BAR

GI GALVANIZED IRON

GLU LAM GLUED LAMINATED WOOD

GYP GYPSUM

HB HOSE BIB

HC HOLLOW CORE

HDBD HARDBOARD

HDW HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT

ID INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

JAN JANITOR

KIT KITCHEN

L ANGLE

LAB LABORATORY

LAV LAVATORY

SEE UNITED STATES NATIONAL

CAD STANDARD FOR ANY

ABBREVIATIONS NOT LISTED
BELOW.
& AND
@ AT
(E) EXISTING
' FOOT, FEET
" INCH(ES)
# NUMBER

ALUM ALUMINUM

ARCH ARCHITECTURAL

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT / ENGINEER

AB ANCHOR BOLT

AC ASPHALTIC CONCRETE

ACC ACCESSIBLE

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACST ACOUSTIC

AD AREA DRAIN

ADC AUTOMATIC DOOR CLOSER

ADO AUTOMATIC DOOR OPERATOR

ADDL ADDITIONAL

ADJ SHV ADJUSTABLE SHELVING

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AGGR AGGREGATE

AHU AIR HANDLING UNIT

ASSY ASSEMBLY

BD BOARD

BKG BACKING

BLDG BUILDING

BM BEAM

BM BENCHMARK

BOT BOTTOM

BTWN BETWEEN

BUR BUILT-UP ROOFING

BW BOTH WAYS

C CHANNEL

CAB CABINET

CB CATCH BASIN

CBC CALIFORNIA BUILDING CODE

CEM CEMENT

CEM PLAS CEM PLASTER

CFLG COUNTERFLASHING

CFMF COLD-FORMED METAL FRAMING

CG CORNER GUARD

CI CAST IRON

CJ CONSTRUCTION JOINT /

CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONSTR CONSTRUCTION

CONT CONTINUE / CONTINUOUS

COTG CLEANOUT TO GRADE

CP CONTROL PANEL

CPT CARPET

CRS COLD ROLLED STEEL

CSK COUNTER SUNK

CSWK CASEWORK

CT CERAMIC TILE

CTR CENTER

DBL DOUBLE

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

LIST OF ARCHITECTURAL ABBREVIATIONS SHEET INDEX
2025 Nineteenth Street
Sacramento CA 95818
P 916.558.1900
www.lionakis.com
No. S3737

S ATATE

OF C A L I FORNIS LT RU C T U RA

R REGISTEREDPROFESSIONALENGINEE
K RERRYJ. VOLKE

GENERAL
G-001 COVER SHEET, INDEX, VICINITY MAPS
G-002 GENERAL NOTES

PARKING
R-001 GENERAL NOTES, W.I. SCHEDULE & LEGEND
R-102 SECOND LEVEL PLAN
R-103 THIRD LEVEL PLAN
R-103A THIRD LEVEL PLAN - P/T
R-501 REPAIR DETAILS
R-502 REPAIR DETAILS

THESE DRAWINGS, AND/OR SPECIFICATIONS, AND/OR CALCULATIONS FOR THE ITEMS LISTED ABOVE

HAVE BEEN PREPARED BY OTHER PROFESSIONALS OR CONSULTANTS WHO ARE LICENSED AND/OR AUTHORIZED TO PREPARE SUCH DRAWINGS IN THIS STATE, IT HAS BEEN EXAMINED BY ME FOR:

1. DESIGN INTENT AND APPEARS TO MEET THE APPROPRIATE REQUIREMENTS OF TITLE 24,

CALIFORNIA

2. COORDINATION WITH MY PLANS AND SPECIFICATIONS AND IS ACCEPTABLE FOR INCORPORATION INTO THE CONSTRUCTION OF THIS PROJECT.

PRINCIPAL IN CHARGE DATE

CALIFORNIA LICENSE NUMBER EXPIRATION DATE
KERRY VOLKER 6/15/2022
S3737 3/31/2024
B
B

MARK DATE DES CRIPTION
A 04/26/2022 PLAN REVIEW SUBMITTAL
B 06/15/2022 PLAN CHECK #1
06/17/22

SPECIAL INSPECTION

REQUIRED
This set of plans and specifications must be
kept on the job at all times and it is unlawful to
make any changes or alterations from the
same without written permission from the
Building Inspection Division.

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

By:

ISSUED BY
Community Development Department
Brad Marchetti
on Aug 12, 2022
COM-2210163
1000 I STREET
Q2
STRUCTURAL GENERAL NOTES S-_014100_N004A
210927.

1. THE STRUCTURAL NOTES AND TYPICAL DETAILS, WHETHER SPECIFICALLY REFERENCED OR NOT, ARE GENERAL AND APPLY TO ALL CONSTRUCTION DOCUMENTS. PROVIDE ALL

STRUCTURAL ELEMENTS INDICATED IN THE STRUCTURAL NOTES AND TYPICAL DETAILS AS

REQUIRED TO CONFORM TO THE FINISHED PROJECT AS INDICATED THE CONSTRUCTION DOCUMENTS.

2. REFERENCES TO CONSTRUCTION DOCUMENTS ARE TO THE ENFORCEMENT AGENCY APPROVED DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. SUPPLEMENTAL DOCUMENTS

INCLUDING, BUT NOT LIMITED TO, ADDENDA, REVISED DRAWINGS, FIELD INSTRUCTIONS AND

MODIFICATIONS PRODUCED FOR THIS PROJECT, SHALL ALSO BE CONSIDERED A CONSTRUCTION DOCUMENT. ALL REQUIREMENTS OF THE INITIALLY APPROVED CONSTRUCTION DOCUMENTS SHALL APPLY TO ANY SUPPLEMENTAL DOCUMENTS.

3. WHEN SPECIFICATIONS HAVE BEEN PROVIDED AS A PART OF THE CONSTRUCTION DOCUMENTS THEY SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS. WORK INDICATED IN THE

DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS, OR VICE VERSA, SHALL BE PROVIDED AS THOUGH FULLY REQUIRED BY BOTH. IF CONFLICTS OCCUR BETWEEN THE SPECIFICATIONS

AND DRAWINGS, THE GREATER QUANTITY AND HIGHER QUALITY SHALL BE ASSUMED TO BE PROVIDED.

4. WHERE THE CONSTRUCTION DOCUMENTS INDICATE TO NOTIFY THE STRUCTURAL ENGINEER,

SUCH NOTIFICATION SHALL BE SUBMITTED IN WRITING WITH SUFFICIENT ALLOWANCE FOR A

REASONABLE TIME PERIOD FOR REVIEW, DESIGN, ENFORCEMENT AGENCY APPROVAL AS REQUIRED AND WRITTEN RESPONSE SO AS NOT TO AFFECT THE CONSTRUCTION SCHEDULE.

OBTAIN WRITTEN RESPONSE BEFORE PROCEEDING WITH THE AFFECTED WORK.

5. CAREFULLY EXAMINE THE CONSTRUCTION DOCUMENTS AND NOTIFY THE STRUCTURAL

ENGINEER OF ANY CONFLICTS OR DISCREPANCIES WITHIN THE STRUCTURAL CONSTRUCTION DOCUMENTS. STRUCTURAL ELEMENTS SHALL NOT BE REMOVED OR MODIFIED UNLESS INDICATED IN THE STRUCTURAL CONSTRUCTION DOCUMENTS.

6. DEVIATIONS SHALL NOT BE MADE FROM THE STRUCTURAL MEMBERS, ELEMENTS, PRODUCTS,

REQUIREMENTS, OR DETAILS OF CONSTRUCTION INDICATED IN THE CONSTRUCTION DOCUMENTS. DEVIATIONS SHALL BE CORRECTED AT NO ADDITIONAL COST TO THE OWNER.

NOTIFY THE STRUCTURAL ENGINEER OF ANY DEVIATIONS. CORRECTIVE WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS.

7. IF SUBSTITUTIONS ARE REQUESTED FOR STRUCTURAL ELEMENTS INDICATED IN THE CONSTRUCTION DOCUMENTS, NOTIFY THE STRUCTURAL ENGINEER. SUBMIT DATA AND

DOCUMENTATION INCLUDING, BUT NOT LIMITED TO, COMPARATIVE QUALITY, SUITABILITY,

PERFORMANCE, STRUCTURAL CAPACITY, EVALUATION SERVICE APPROVALS AND

ENFORCEMENT AGENCY ACCEPTABILITY SUBSTANTIATING THE COMPLETE COMPLIANCE OF EACH PROPOSED SUBSTITUTION WITH THE CONSTRUCTION DOCUMENTS. ONLY ONE REQUEST FOR SUBSTITUTION WILL BE ALLOWED FOR EACH STRUCTURAL ELEMENT. SUBSTITUTIONS

WILL NOT BE CONSIDERED WHEN SUBSTITUTION DOCUMENTS ARE INCOMPLETE OR ACCEPTANCE WOULD REQUIRE REVISIONS TO THE CONSTRUCTION DOCUMENTS. IF A

PROPOSED SUBSTITUTION SUBMITTAL IS NOT COMPLETE, NOT ACCEPTABLE TO THE

STRUCTURAL ENGINEER, OR NOT APPROVED BY THE ENFORCEMENT AGENCY PROVIDE THE SPECIFIED ITEM AS INDICATED IN THE CONSTRUCTION DOCUMENTS. THE STRUCTURAL

ENGINEER WILL BE THE SOLE JUDGE OF THE ACCEPTABILITY OF THE PROPOSED SUBSTITUTION VERSUS THE SPECIFIED ITEM. ACCEPTANCE OF A SUBSTITUTION SHALL NOT BE CONSTRUED

TO PERMIT WORK NOT CONFORMING TO THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS.

8. REIMBURSE OWNER FOR STRUCTURAL AND NONSTRUCTURAL DESIGN PROFESSIONAL

SERVICES AND REGULATORY FEES REQUIRED TO CORRECT DEVIATIONS AND EVALUATE

SUBSTITUTIONS INCLUDING THE REVIEW, DESIGN, COORDINATION, PROCESSING, ADMINISTRATION AND OBTAINMENT OF ENFORCEMENT AGENCY APPROVALS.

9. PORTIONS OF THESE CONSTRUCTION DOCUMENTS ARE DIAGRAMMATIC ONLY. ITEMS

INCLUDING, BUT NOT LIMITED TO, LOCATIONS, SIZES, QUANTITIES, ACCESSORIES AND

CONNECTIONS ARE INDICATED IN A REPRESENTATIONAL MANNER AND MAY NOT BE COMPLETELY SHOWN. PROVIDE ALL WORK AND MATERIALS NECESSARY TO COMPLETE THE PROJECT AS REPRESENTED IN THE CONSTRUCTION DOCUMENTS.

10. DIMENSIONS, RADIUSES, SLOPES, ANGLES, ELEVATIONS AND LEVELS INDICATED ARE FOR STRUCTURAL ELEMENTS ONLY, UNO. DO NOT SCALE DRAWINGS.

11. STRUCTURAL ELEMENT DESIGNATIONS FOLLOW INDUSTRY AND MATERIAL SPECIFIC CONVENTIONS AS DEFINED IN THE REFERENCED STANDARDS, CODES AND REGULATIONS, UNO.

STRUCTURAL ELEMENTS MAY BE DENOTED USING NOMINAL SIZES, ACTUAL DIMENSIONS, OR INDUSTRY RECOGNIZED LABELS, MARKS, OR TAGS.

12. THE STRUCTURAL DOCUMENTS INDICATE THE FIRST LEVEL (OR GROUND FLOOR) REFERENCE ELEVATION AS A DATUM ELEVATION FOR CONSTRUCTION, UNO. THIS HYPOTHETICAL DATUM ELEVATION IS NOT AN ACTUAL GROUND ELEVATION ABOVE MEAN SEA LEVEL, UNO.

STRUCTURAL ELEVATIONS SHOWN ELSEWHERE ARE RELATIVE TO THE REFERENCE ELEVATION. STRUCTURAL ELEVATIONS ABOVE THE FIRST LEVEL ARE GREATER THAN AND THOSE BELOW ARE LESS THAN THE REFERENCE ELEVATION.

13. REFERENCES TO STANDARDS, CODES AND REGULATIONS SHALL BE TO THE LATEST EDITION AS

ADOPTED BY THE ENFORCEMENT AGENCY AT THE TIME OF CONSTRUCTION DOCUMENT APPROVAL. SEE THE REFERENCED STANDARDS, CODES AND REGULATIONS FOR ABBREVIATIONS, ACRONYMS, OR SYMBOLS NOT DEFINED IN THE CONSTRUCTION DOCUMENTS.

14. WHERE A STRUCTURAL ITEM OR DETAIL/SECTION IS INDICATED, THE REQUIREMENTS OF THE

REFERENCED ITEM OR DETAIL/SECTION SHALL APPLY AT ALL SIMILAR CONDITIONS WITHIN THE CONSTRUCTION DOCUMENTS WHETHER GRAPHICALLY INDICATED OR NOT. THE SAME

REQUIREMENTS APPLY TO STRUCTURAL ITEMS OR DETAIL/SECTIONS DENOTED AS TYPICAL OR SIMILAR.

15. PROVIDE ALL NECESSARY LABOR, EQUIPMENT, AND MATERIALS TO PERFORM PROJECT WORK INDICATED SO THAT COMPLETED CONSTRUCTION IS READY FOR USE OR OPERATION. FURNISH

SHALL MEAN TO SUPPLY AND DELIVER ITEM TO PROJECT SITE READY FOR USE OR INSTALLATION. INSTALL SHALL MEAN TO PLACE, CONNECT, AND ANCHOR IN PROPER POSITION AND LOCATION SO THAT ITEM IS READY FOR OPERATION AND USE OR SERVICE. PROVIDE SHALL MEAN TO FURNISH AND INSTALL ITEM NECESSARY TO COMPLETE THE WORK.

16. COORDINATE AND OBTAIN ALL REGULATORY AND ENFORCEMENT AGENCY APPROVALS, INSPECTIONS, AND DOCUMENTATION REQUIRED DURING CONSTRUCTION.

17. SCHEDULES, LEGENDS, ABBREVIATIONS, TYPICAL NOTES AND TYPICAL DETAILS ON THE

STRUCTURAL CONSTRUCTION DOCUMENTS MAY REFERENCE STRUCTURAL ELEMENTS OR

REQUIREMENTS NOT SPECIFICALLY INDICATED OR REQUIRED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS.

18. THE CONSTRUCTION DOCUMENTS AND THE DESIGNS INCORPORATED THEREIN, AS AN

INSTRUMENT OF PROFESSIONAL SERVICE, ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT.

19. THE STRUCTURAL CONSTRUCTION DOCUMENTS ARE NOT COMPLETE AND READY FOR

CONSTRUCTION UNTIL THEY ARE APPROVED BY THE ENFORCEMENT AGENCY AND SIGNED BY THE STRUCTURAL ENGINEER.

Q2
STRUCTURAL CONSTRUCTION S-_020000_N005X
210924.

1. CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS CONTAINED IN THE CONSTRUCTION DOCUMENTS. CONSTRUCTION SHALL COMPLY WITH ALL BUILDING, HEALTH AND SAFETY STANDARDS, CODES AND REGULATIONS APPLICABLE TO THIS PROJECT.

NOTHING IN THE CONSTRUCTION DOCUMENTS SHALL BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE STANDARDS, CODES AND REGULATIONS.

2. REMOVE AND REPLACE CONSTRUCTION THAT IS NOT IN CONFORMANCE WITH THE REQUIREMENTS CONTAINED IN THE CONSTRUCTION DOCUMENTS.

3. REMOVE CONSTRUCTION WASTE MATERIALS PROMPTLY FROM SITE AND PROPERLY DISPOSE, UON.

4. PROVIDE MEASURES NECESSARY FOR SAFEGUARDS DURING CONSTRUCTION TO PROTECT THE PROJECT, STRUCTURES, SITE, ADJACENT PROPERTIES AND LIFE.

5. PROVIDE MEASURES NECESSARY TO CONTROL AND PREVENT NUISANCE ITEMS TO THE

PROJECT, SITE, ADJACENT PROPERTIES AND THE PUBLIC THAT ARE CREATED AS A RESULT OF ANY CONSTRUCTION OPERATIONS.

6. CONSTRUCTION SHALL BE PERFORMED IN A MANNER TO PREVENT DAMAGE TO ALREADY CONSTRUCTED ELEMENTS WHETHER CONCEALED OR NOT. REPLACE DAMAGED ELEMENTS OR RESTORE TO THEIR ORIGINAL CAPACITY AND CONDITION.

7. CONSTRUCT ELEMENTS AND ASSEMBLIES OF PROJECT SO THAT THEY CONFORM TO THE

TOLERANCE REQUIREMENTS OF THE REFERENCED STANDARDS OF EACH CONSTRUCTION MATERIAL AND AS DENOTED IN THE CONSTRUCTION DOCUMENTS. COORDINATE

CONFLICTING TOLERANCES BETWEEN DIFFERENT CONSTRUCTION MATERIALS TO MEET THE MOST RESTRICTIVE TOLERANCE REQUIRED. PROVIDE MEASURES NECESSARY TO ASSESS,

CONFIRM AND CORRECT CONSTRUCTION TO COMPLY WITH REQUIRED TOLERANCES PRIOR

TO PROCEEDING TO CONSTRUCTION OF THE NEXT PROJECT MATERIAL, SEQUENCE OR PHASE.

8. CONSTRUCT ELEMENTS OF PROJECT SO THAT FINISHED WORK IS TRUE TO THE DIMENSIONS, LINES, AND ELEVATIONS INDICATED. VERTICAL ELEMENTS SHALL BE PLUMB AND HORIZONTAL ELEMENTS SHALL BE LEVEL UNO. CURVED AND RADIUSED ELEMENTS SHALL HAVE SMOOTH AND UNIFORM ROUNDED PROFILES OR SURFACES. ANGLED AND SKEWED ELEMENTS SHALL HAVE CONSISTENT ORIENTATION AND DIRECTION. SLOPED ELEMENTS SHALL HAVE UNIFORM INCLINES BETWEEN THE ENDS OF ELEMENTS NOTED.

9. ADJACENT ELEMENTS INDICATED IN THE SAME PLANE SHALL HAVE FLUSH SURFACES.

INTERSECTING ELEMENTS SHALL HAVE UNIFORM TRANSITIONS BETWEEN SURFACES. JOINTS OF ADJACENT ELEMENTS SHALL BE SMOOTH AND TIGHT FITTING. BEARING SURFACES OF ELEMENTS SHALL HAVE FULL CONTACT OVER ENTIRE SURFACE UNO.

10. WHEN SAW-CUTTING STRUCTURAL ELEMENTS, DO NOT OVERCUT. INTERSECTING SAW-CUTS SHALL NOT OVERLAP. SAW-CUTS MAY INTERSECT AT SMALL DIAMETER CORED/DRILLED HOLES. SAW-CUTS SHALL BE TANGENT TO AND SHALL NOT EXTEND BEYOND THE CORED/DRILLED HOLES. CAREFULLY REMOVE REMAINING MATERIAL AT THE CORED/DRILLED HOLE TO THE EDGE OF THE SAW-CUT LINE.

11. WHEN SAW-CUTTING OR DRILLING/CORING HOLES AT STRUCTURAL ELEMENTS, DO NOT

DAMAGE ALREADY CONSTRUCTED ELEMENTS INCLUDING ANCHORS, CONNECTORS, ATTACHMENTS, EMBEDS OR REINFORCING (REBAR OR PRE/POST-TENSIONED STRANDS).

MAINTAIN A MINIMUM CLEARANCE OF TWO INCHES BETWEEN THE ANCHOR, CONNECTOR, ATTACHMENT, EMBED OR REINFORCING AND THE HOLE. PRIOR TO SAW-CUTTING OR

DRILLING/CORING HOLES AT CONCRETE OR MASONRY, LOCATE EMBEDS AND REINFORCING AT AFFECTED AREAS USING NON-DESTRUCTIVE MEANS.

12. REPETITIVE STRUCTURAL ELEMENT SPACING INDICATED SHALL BE THE MAXIMUM ON CENTER SPACING OVER THE EXTENT INDICATED. IF NO SPECIFIC EXTENT IS INDICATED THEN

THE REPETITIVE SPACING SHALL OCCUR FOR THE FULL WIDTH, LENGTH, HEIGHT AND/OR DEPTH OF THE STRUCTURAL SYSTEM. PROVIDE STRUCTURAL ELEMENTS INDICATED AT

SPECIFIC LOCATIONS AND AS REQUIRED BY THE STRUCTURAL DETAILS IN ADDITION TO THE REPETITIVE ELEMENTS.

13. STRUCTURAL ELEMENTS INDICATED SHALL BE CONTINUOUS, ONE PIECE, BETWEEN SUPPORTS. SPLICES ARE NOT PERMITTED UNLESS SPECIFICALLY DETAILED OR DENOTED.

14. FEATURES OF CONSTRUCTION INDICATED ARE TYPICAL. WHERE FEATURES ARE NOT FULLY

OR SPECIFICALLY INDICATED BY THE CONSTRUCTION DOCUMENTS, THEIR CONSTRUCTION

SHALL BE AS INDICATED FOR IDENTICAL OR SIMILAR FEATURES ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. IF ANY CONDITIONS REQUIRE CONSTRUCTION DIFFERENT

THAN THAT INDICATED ON THE CONSTRUCTION DOCUMENTS, NOTIFY THE STRUCTURAL ENGINEER.

15. STRUCTURAL ELEMENTS REPRESENTED IN THE CONSTRUCTION DOCUMENTS ARE INDICATED IN THEIR COMPLETED CONFIGURATION. THE CONSTRUCTION DOCUMENTS DO

NOT INDICATE MEANS, METHODS OR SEQUENCES OF CONSTRUCTION UNLESS SPECIFICALLY NOTED OTHERWISE. PROVIDE MEASURES NECESSARY FOR THE PROTECTION OF LIFE AND

PROPERTY AND TO ASSURE THE CORRECT AND ACCURATE STRUCTURE GEOMETRY AND STABILITY DURING EACH STAGE OF CONSTRUCTION. MEASURES SHALL REMAIN IN PLACE

UNTIL THE STRUCTURAL ELEMENTS AND ALL OTHER STRUCTURAL ELEMENTS USED TO

SUPPORT THEM HAVE BEEN COMPLETED AND HAVE ATTAINED THEIR REQUIRED DESIGN STRENGTHS.

16. STRUCTURAL DESIGN LOADS, STRENGTHS, CAPACITIES AND CRITERIA INDICATED ON THE CONSTRUCTION DOCUMENTS ARE FOR THE COMPLETED STRUCTURE ONLY. THE USE OF

ANY PART OR PARTS OF THE INCOMPLETE OR COMPLETED STRUCTURE FOR THE SUPPORT

OF CONSTRUCTION ITEMS INCLUDING, BUT NOT LIMITED TO, OTHER PORTIONS OF THE

STRUCTURE, PERSONNEL, MATERIALS AND EQUIPMENT IS LIMITED TO THE SAFE CAPACITY OF THE STRUCTURE AT THE TIME IT IS TO BE USED FOR SUCH SUPPORT. PROVIDE

MEASURES NECESSARY TO EVALUATE AND PREVENT OVERLOADING, EXCESSIVE MOVEMENT AND DAMAGE TO ANY PART OR PARTS OF THE STRUCTURE.

17. WHERE MANUFACTURER’S PRODUCTS, MATERIALS AND SYSTEMS ARE DENOTED, COMPLY

WITH THEIR RECOMMENDATIONS AND REQUIREMENTS FOR USE, INSTALLATION, INSPECTION AND CONSTRUCTION, UNO.

Q2
STRUCTURAL COORDINATION S-_020000_N004X
210924.

1. STRUCTURAL CONSTRUCTION DOCUMENTS SHALL BE USED IN CONJUNCTION WITH THE NONSTRUCTURAL CONSTRUCTION DOCUMENTS FOR THIS PROJECT. SEE THE

NONSTRUCTURAL CONSTRUCTION DOCUMENTS FOR COMPLETE PROJECT REQUIREMENTS

AND COORDINATE ACCORDINGLY FOR ALL NONSTRUCTURAL COMPONENTS AND CONSTRUCTION INDICATED.

2. REFERENCES TO THE NONSTRUCTURAL CONSTRUCTION DOCUMENTS ARE TO THE

ENFORCEMENT AGENCY APPROVED DRAWINGS AND SPECIFICATIONS AND TO THE OWNER PROVIDED DOCUMENTS AND INFORMATION FOR THIS PROJECT THAT ARE NOT STRUCTURAL.

3. PROVIDE ALL STRUCTURAL ELEMENTS AND CONSTRUCTION INDICATED IN THE NONSTRUCTURAL CONSTRUCTION DOCUMENTS. STRUCTURAL PROJECT WORK INDICATED IN

THE NONSTRUCTURAL CONSTRUCTION DOCUMENTS SHALL COMPLY WITH THE REQUIREMENTS OF THE STRUCTURAL CONSTRUCTION DOCUMENTS.

4. CAREFULLY EXAMINE THE NONSTRUCTURAL CONSTRUCTION DOCUMENTS AND NOTIFY THE

STRUCTURAL ENGINEER OF ANY CONFLICTS OR DISCREPANCIES WITH THE STRUCTURAL CONSTRUCTION DOCUMENTS. STRUCTURAL ELEMENTS SHALL NOT BE REMOVED OR MODIFIED UNLESS INDICATED IN THE STRUCTURAL CONSTRUCTION DOCUMENTS.

5. NONSTRUCTURAL OPENINGS/HOLES THROUGH STRUCTURAL ELEMENTS AND SYSTEMS MAY NOT BE INDICATED ON THE STRUCTURAL CONSTRUCTION DOCUMENTS. NOTIFY THE

STRUCTURAL ENGINEER OF OPENINGS/HOLES AND THEIR SIZES, LOCATIONS AND QUANTITIES ON STRUCTURAL SUBMITTAL DOCUMENTS. PROVIDE COMPLETE LAYOUT AND

INFORMATION FOR OPENINGS/HOLES WHETHER FRAMED/FORMED/BUILT, SAWCUT OR CORED/DRILLED. COMPLY WITH THE REQUIREMENTS OF THE STRUCTURAL TYPICAL DETAILS

FOR LIMITATIONS OF OPENING/HOLE SIZES, LOCATIONS, ADJACENCIES, AND QUANTITIES AND

PROVIDE THE ADDITIONAL REQUIRED STRUCTURAL FRAMING/REINFORCING ELEMENTS INDICATED.

6. NONSTRUCTURAL OPENING/HOLE SIZES INDICATED IN STRUCTURAL ELEMENTS SHALL NOT

EXCEED THE OUTSIDE DIMENSION OF THE NONSTRUCTURAL ELEMENT PASSING THROUGH PLUS 1” ALL AROUND, UON. NONSTRUCTURAL ELEMENTS REQUIRED TO PASS THROUGH

STRUCTURAL ELEMENTS SHALL BE ORIENTED PERPENDICULAR TO THE AXIS OR FACE OF THE STRUCTURAL ELEMENT UNO.

7. ROUGH OPENING DIMENSIONS AT STRUCTURAL ELEMENTS OR SYSTEMS FOR DOOR,

WINDOW, HATCH, SKYLIGHT OR OTHER OPENING SYSTEMS SHALL BE AS REQUIRED BY THE MANUFACTURER AND AS INDICATED ON THE NONSTRUCTURAL DOCUMENTS.

8. NONSTRUCTURAL COMPONENTS AND CONSTRUCTION ARE THE NONSTRUCTURAL PARTS OR

PORTIONS OF THE PROJECT THAT ARE PERMANENTLY SUPPORTED BY OR ATTACHED TO THE STRUCTURAL ELEMENTS OR SYSTEM. NONSTRUCTURAL COMPONENTS INCLUDES THE

COMPONENTS (FURNISHINGS, FIXTURES, EQUIPMENT OR NONSTRUCTURAL ELEMENT), THEIR

SUPPORTS (BOTH VERTICAL AND LATERAL), AND ATTACHMENTS (ANCHORAGE) TO THE STRUCTURAL ELEMENTS OR SYSTEM.

9. NONSTRUCTURAL COMPONENTS AND CONSTRUCTION MAY NOT BE INDICATED ON THE STRUCTURAL CONSTRUCTION DOCUMENTS. COMPLY WITH THE REQUIREMENTS OF ALL

CONSTRUCTION DOCUMENTS AND PROVIDE THE ADDITIONAL STRUCTURAL ELEMENTS REQUIRED TO SUPPORT AND/OR ANCHOR THE NONSTRUCTURAL ITEMS. SEE THE NONSTRUCTURAL CONSTRUCTION DOCUMENTS FOR ADDITIONAL INFORMATION REGARDING:
• DIMENSIONS, RADIUSES, SLOPES, ANGLES, ELEVATIONS AND LEVELS • DEPRESSIONS, RECESSES, PITS AND CHANGES IN LEVEL/ELEVATION • RAISED CURBS, PADS, PLATFORMS AND PEDESTALS
• WALKING SURFACES, RAMPS, STEPS, AND STAIRS
• LIFTS, ELEVATORS, ESCALATORS AND CONVEYING SYSTEMS
• SIZE, LOCATION AND QUANTITY OF OPENINGS/HOLES IN STRUCTURAL ELEMENTS • SLEEVES, INSERTS AND EMBEDDED ITEMS IN STRUCTURAL ELEMENTS • DRAINS, TRENCHES, SUMPS AND GRATES EMBEDDED IN STRUCTURAL ELEMENTS • CHAMFERS, GROOVES, AND REVEALS IN STRUCTURAL ELEMENTS • FINISHES, COLORS, TEXTURES, PATTERNS AND TOPPINGS
• NONSTRUCTURAL WALLS/PARTITIONS AND THEIR SUPPORT AND ATTACHMENT • NONSTRUCTURAL CEILINGS/SOFFITS AND THEIR SUPPORT AND ATTACHMENT • EXTERIOR ENVELOPE, ROOFING, OPENINGS AND MOISTURE PROTECTION • ACOUSTIC AND THERMAL INSULATION ELEMENTS, SYSTEMS AND CONSTRUCTION • FIRE AND SMOKE PROTECTION ELEMENTS, SYSTEMS AND CONSTRUCTION • LIFE SAFETY AND ACCESSIBILITY INFORMATION
• BASE, SUB-BASE, SUB-GRADE AND BUILDING PAD PREPARATION • FOUNDATION DAMPPROOFING, WATERPROOFING AND DRAINAGE SYSTEMS • EXTERIOR PAVING, GRADING, LANDSCAPING AND SITE ELEMENTS • UNDERGROUND SITE/BUILDING UTILITIES CROSSING OR ADJACENT TO FOOTINGS • NONSTRUCTURAL COMPONENT SIZES, WEIGHTS, LOCATIONS & QUANTITIES • NONSTRUCTURAL COMPONENT SUPPORTS AND ATTACHMENTS
• PIPING, CONDUIT, DUCTING AND DISTRIBUTION SYSTEMS FOR ALL UTILITIES Q2
STRUCTURAL EXISTING CONSTRUCTION S-_020000_N002X
210924.

1. EXISTING CONSTRUCTION INDICATED IN THE CONSTRUCTION DOCUMENTS IS BASED UPON

INFORMATION SHOWN ON AVAILABLE EXISTING DRAWINGS AND/OR LIMITED VISUAL OBSERVATIONS. THE EXISTING CONSTRUCTION MAY VARY FROM THAT INDICATED ON THE CONSTRUCTION DOCUMENTS. PROVIDE ALL WORK AND MATERIALS NECESSARY TO COMPLETE THE PROJECT AS REPRESENTED IN THE CONSTRUCTION DOCUMENTS.

2. VERIFY ALL DIMENSIONS AND ELEVATIONS OF THE EXISTING CONSTRUCTION PRIOR TO STARTING CONSTRUCTION OR FABRICATION. DO NOT SCALE EXISTING DRAWINGS.

3. PROVIDE AND MAINTAIN A COMPLETE AND LEGIBLE COPY OF THE EXISTING CONSTRUCTION DOCUMENTS AND MAKE THEM AVAILABLE FOR USE ON THE JOB SITE.

4. CAREFULLY EXAMINE THE EXISTING CONSTRUCTION DOCUMENTS AND NOTIFY THE

STRUCTURAL ENGINEER OF ANY CONFLICTS OR DISCREPANCIES WITH THE STRUCTURAL CONSTRUCTION DOCUMENTS.

5. EXISTING STRUCTURAL ELEMENTS SHALL NOT BE REMOVED OR MODIFIED UNLESS INDICATED IN THE STRUCTURAL CONSTRUCTION DOCUMENTS. IF EXISTING STRUCTURAL

ELEMENTS INTERFERE WITH THE WORK INDICATED IN ANY CONSTRUCTION DOCUMENT, OR IF UNCERTAIN THAT AN ELEMENT IS STRUCTURAL, NOTIFY THE STRUCTURAL ENGINEER.

6. PROVIDE MEASURES NECESSARY FOR SAFEGUARDS DURING CONSTRUCTION TO PROTECT THE EXISTING STRUCTURE, ITS SITE, SUPPORTING UTILITIES AND OCCUPANTS.

7. PROVIDE BARRIERS TO SEPARATE EXISTING CONSTRUCTION FROM THE CONSTRUCTION OF THIS PROJECT. MAINTAIN EXISTING SITE FIRE AND LIFE SAFETY ACCESS AND EGRESS AND KEEP SEPARATE FROM CONSTRUCTION AREAS, UNO.

8. EXISTING FOUNDATIONS THAT MAY BE AFFECTED BY ANY EXCAVATIONS REQUIRED FOR THIS

PROJECT SHALL BE UNDERPINNED, SHORED OR SUPPORTED ADEQUATELY TO PREVENT SETTLEMENT AND LATERAL MOVEMENT.

9. IF EXISTING STRUCTURAL ELEMENTS ARE DISCOVERED TO BE DAMAGED OR DIFFERENT THAN INDICATED IN THE CONSTRUCTION DOCUMENTS, NOTIFY THE STRUCTURAL ENGINEER.

SUCH DAMAGE OR DIFFERENCE SHALL INCLUDE, BUT NOT BE LIMITED TO, DRY-ROT, WATER

DAMAGE, INSECT DAMAGE, POOR WORKMANSHIP OR FIT-UP, BUCKLING, EXCESSIVE

DEFLECTION, SAGGING, TWISTING, WARPING, AND DIFFERENT SIZE, ORIENTATION, GRADE, QUALITY OR MATERIAL.

10. COMPLY WITH THE REQUIREMENTS OF THE STRUCTURAL COORDINATION NOTES AND

STRUCTURAL CONSTRUCTION NOTES FOR NONSTRUCTURAL COMPONENT ANCHORS, HOLES AND OPENINGS REQUIRED IN EXISTING CONSTRUCTION.

11. ALL CONSTRUCTION INDICATED IS NEW UNLESS SPECIFICALLY DENOTED AS EXISTING.

Q2
STRUCTURAL DEMOLITION S-_020000_N003X
210924.

1. STRUCTURAL CONSTRUCTION DOCUMENTS MAY NOT INDICATE THE COMPLETE STRUCTURAL DEMOLITION SCOPE OF WORK. SEE THE NONSTRUCTURAL CONSTRUCTION DOCUMENTS FOR THE FULL SCOPE OF STRUCTURAL DEMOLITION WORK.

2. CONSTRUCTION DOCUMENTS DO NOT INDICATE OR DENOTE EVERY ITEM FOR STRUCTURAL

DEMOLITION AND MAY DIAGRAMMATICALLY REPRESENT A SCHEMATIC SENSE OF THE SCOPE OF WORK. THE DEMOLITION SCOPE OF WORK INDICATED IS BASED UPON INFORMATION SHOWN ON AVAILABLE EXISTING DRAWINGS AND/OR LIMITED VISUAL OBSERVATIONS.

STRUCTURAL DEMOLITION MAY INCLUDE THE COMPLETE REMOVAL AND/OR THE MODIFICATION OF EXISTING STRUCTURAL ELEMENTS. VERIFY EXTENT OF STRUCTURAL

DEMOLITION REQUIRED AND PROVIDE ALL WORK AND MATERIALS NECESSARY TO COMPLETE THE PROJECT AS REPRESENTED IN THE CONSTRUCTION DOCUMENTS.

3. THE STRUCTURAL CONSTRUCTION DOCUMENTS DO NOT INCLUDE HAZARDOUS MATERIALS IDENTIFICATION, DEMOLITION, OR ABATEMENT. IF KNOWN OR SUSPECTED HAZARDOUS

MATERIALS ARE ENCOUNTERED IN THE EXECUTION OF THE SCOPE OF WORK FOR THIS PROJECT, NOTIFY THE OWNER.

4. CAREFULLY EXAMINE THE STRUCTURAL DEMOLITION SCOPE OF WORK INDICATED IN THE

CONSTRUCTION DOCUMENTS AND NOTIFY THE STRUCTURAL ENGINEER OF ANY CONFLICTS OR DISCREPANCIES WITH THE EXISTING CONSTRUCTION DOCUMENTS.

5. COORDINATE WITH THE OWNER AND PERFORM DEMOLITION WORK DURING TIMES AND IN A

MANNER WHICH WILL NOT CONFLICT WITH ANY SYSTEM, BUILDING, FACILITY OR SITE OPERATION WHICH IS TO REMAIN FUNCTIONAL DURING THE COURSE OF THE PROJECT.

6. PROVIDE MEASURES NECESSARY FOR SAFEGUARDS DURING DEMOLITION TO PROTECT THE PROJECT, SITE, ADJACENT PROPERTIES AND LIFE.

7. PROVIDE MEASURES NECESSARY TO CONTROL AND PREVENT NUISANCE ITEMS TO THE

PROJECT, SITE, ADJACENT PROPERTIES AND THE PUBLIC THAT ARE CREATED AS A RESULT OF ANY DEMOLITION OPERATIONS.

8. PROVIDE BARRIERS TO SEPARATE DEMOLITION AREA FROM THE REMAINDER OF THE PROJECT. MAINTAIN EXISTING MEANS OF EGRESS AND KEEP SEPARATE FROM DEMOLITION AREAS, UNO. MAINTAIN THE UNINTERRUPTED CONTINUITY OF EXISTING WEATHER

PROTECTION, VAPOR CONTROL, THERMAL, ACOUSTIC, FIRE RATED AND/OR SMOKE BARRIER ASSEMBLIES AND SYSTEMS, UNO.

9. PROVIDE SHORING AND BRACING NECESSARY FOR THE VERTICAL AND LATERAL STABILITY

AND SUPPORT OF THE REMAINING EXISTING STRUCTURE AND STRUCTURAL ELEMENTS DURING DEMOLITION. SHORING AND BRACING SHALL REMAIN IN PLACE UNTIL SUPPORTING

STRUCTURAL CONSTRUCTION IS COMPLETE AND HAS ATTAINED REQUIRED DESIGN STRENGTH.

10. DEMOLITION OF EXISTING ELEMENTS SHALL BE PERFORMED IN A MANNER TO PREVENT DAMAGE TO REMAINING EXISTING ELEMENTS WHETHER CONCEALED OR NOT. REPLACE OR RESTORE DAMAGED REMAINING EXISTING ELEMENTS.

11. WHEN EXISTING ELEMENTS ARE INDICATED TO BE DEMOLISHED, REMOVE THE STRUCTURAL

ELEMENT AND ALL ATTACHED ITEMS DOWN TO THE SURFACE OF THE SUPPORTING STRUCTURAL ELEMENTS INDICATED TO REMAIN, UON.

12. WHEN EXISTING ASSEMBLIES OF ELEMENTS ARE INDICATED TO BE DEMOLISHED, REMOVE

ALL COMPONENTS OF THE ASSEMBLY INCLUDING THOSE ELEMENTS CONCEALED FROM VIEW, UNO.

13. CUTS AT EXISTING STRUCTURAL ELEMENTS SHALL BE MADE IN A MANNER TO ENSURE ACCURATE, CLEAN AND ALIGNED INTERFACES WITH STRUCTURAL CONSTRUCTION, UNO.

14. EXISTING REBAR EXPOSED AT SAW CUTS THAT WILL NOT BE COVERED WITH CONCRETE OR MASONRY SHALL BE PROTECTED FROM CORROSION. CHIP AROUND AND CLIP REBAR OFF 1” BELOW CUT SURFACE TYP, UNO. CLIP REBAR OFF 2” BELOW CUT SURFACE AT LOCATIONS EXPOSED TO EARTH OR WEATHER. PERFORM CHIPPING CAREFULLY TO PREVENT ANY DAMAGE TO THE EXISTING ADJACENT SURFACES. PREPARE AND PATCH CHIPPED AREA FLUSH WITH THE SAW CUT SURFACE WITH A CONCRETE BONDING EPOXY.

15. REMOVE DEMOLITION MATERIALS PROMPTLY FROM SITE AND PROPERLY DISPOSE, UON.

16. ITEMS INDICATED TO BE REMOVED SHALL BE DEMOLISHED AS NOTED, UNO. ITEMS NOT SPECIFICALLY INDICATED TO BE REMOVED OR DEMOLISHED SHALL REMAIN, UNO.

17. ITEMS INDICATED TO BE RETAINED SHALL BE REMOVED UNDAMAGED IN OPERATING CONDITION AND STORED IN A SECURE WEATHER TIGHT AREA FOR USE BY THE OWNER.

18. ITEMS INDICATED TO BE RELOCATED SHALL BE REMOVED UNDAMAGED, RESTORED AND REINSTALLED IN THE LOCATIONS NOTED, UNO.

19. ITEMS INDICATED TO BE REPLACED SHALL BE REMOVED AND REPLACEMENT ITEMS SHALL BE PROVIDED THAT MATCH THE ORIGINAL EXISTING ITEM IN EVERY RESPECT, UNO.

20. ITEMS INDICATED TO BE RESTORED SHALL BE REFURBISHED IN ALL ASPECTS TO MATCH THE ORIGINAL EXISTING CONSTRUCTION IN EVERY RESPECT. THE ITEM SHALL BE RETURNED TO ITS FULL STRUCTURAL CAPACITY AND FUNCTIONING/OPERATING CONDITION, UNO.

Q2
STRUCTURAL DESIGN CRITERIA S-_014100_N003A
170125.

BUILDING CODE: 2019 CBC
ENFORCEMENT AGENCY: CITY OF SACRAMENTO BUILDING DEPARTMENT A. VERTICAL DESIGN CRITERIA (UNLESS OTHERWISE SHOWN OR NOTED) ROOF LIVE LOADS:
- TYP ROOF AREA 50 PSF (REDUCIBLE)
FLOOR LIVE LOADS:
- PARKING AREAS 50 PSF (REDUCIBLE)
- STAIRS & EXITS 100 PSF (REDUCIBLE)
GROUND SNOW LOAD: 6 PSF
RAIN INTENSITY = 1.19 INCHES PER HOUR
B. LATERAL DESIGN CRITERIA

PROJECT SCOPE DOES NOT INCLUDE LATERAL DESIGN, THEREFORE ONLY PRIMARY CRITERIA

IS INDICATED
SEISMIC SITE CRITERIA: SS=0.566, S1 =0.253, SDS=0.509, SD1 =NULL, SEE ASCE 11.4.8, SITE CLASS: D
BUILDING CRITERIA:

SEISMIC:
• RISK CATEGORY= II
• IMPORTANCE FACTOR, I=1.00
• SEISMIC DESIGN CATEGORY = NULL, SEE ASCE 11.4.8
• SEISMIC FORCE RESISTING SYSTEM: SPECIAL REINFORCED CONCRETE SHEAR WALLS,

SPECIAL REINFORCED CONCRETE MOMENT FRAMES
• RESPONSE MODIFICATION FACTOR, R = 6, 8
• DESIGN BASE SHEAR: V = 0.9W
• SEISMIC RESPONSE COEFFICIENT, Cs=0.09
WIND:

ULTIMATE DESIGN WIND SPEED, V(ULT) = 94 MPH
NOMINAL DESIGN WIND SPEED, V(ASD) = 73 MPH
RISK CATEGORY = II
WIND EXPOSURE = C
GCPI = +/- 0.18
COMPONENTS AND CLADDING WIND PRESSURES TO BE DETERMINED PER ASCE 7-16 C. SOIL DESIGN CRITERIA

PROJECT SCOPE DOES NOT INCLUDE IMPACTS TO FOUNDATIONS, THEREFORE REFERENCE IS

MADE TO ORIGINAL SOILS REPORT
SOIL INFO IS BASED ON GEOTECHNICAL REPORT BY:

LOWRY & ASSOCIATES/88-416
DATED: JANUARY 25, 1989
1 2 3 4 5
D
C
B
A
SHEET
TITLE
AGENCY

MANAGEMENT
ISSUED

PROJECT
SEAL

CONSULTANT
LIONAKIS PROJECT NO:

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 0 1/4" 1/2" 1" 2"
CLIENT
6/17/2022 1:50:54 PM C:\Users\Alex.Ruiz\Documents\_RevitLocalFiles\[email protected] G-002

GENERAL NOTES
019124.03

CITY OF SACRAMENTO

FULL RE-OPENING
1000 I ST,
SACRAMENTO, CA 95814
2025 Nineteenth Street
Sacramento CA 95818
P 916.558.1900
www.lionakis.com
No. S3737

S ATATE

OF C A L I FORNIS LT RU C T U RA

R REGISTEREDPROFESSIONALENGINEE
K RERRYJ. VOLKE
B

MARK DATE D ESCRIPTION
A 04/26/2022 PLAN REVIEW SUBMITTAL
B 06/15/2022 PLAN CHECK #1
06/17/22

By:

City of Sacramento Plan Review

APPROVED
Daniel Valencia
on Jul 06, 2022

STRUCTURAL
This set of plans and specifications must be
kept on the job at all times and it is unlawful to
make any changes or alterations from the
same without written permission from the
Building Inspection Division.

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

By:

ISSUED BY
Community Development Department
Brad Marchetti
on Aug 12, 2022

GENERAL RESTORATION NOTES
A.CONSTRUCTION:

1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT CALIFORNIA BUILDING CODE, ALL APPLICABLE FEDERAL, STATE OF CALIFORNIA AND CITY OF SACRAMENTO CODES AND ORDINANCES, INCLUDING FIRE AND O.S.H.A. REGULATIONS.

2. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY KNOWN NONCONFORMITY WITH THE INTENT OF THE CONSTRUCTION

DOCUMENTS AND AS-BUILT CONDITIONS TO THE APPLICABLE CODES, LAWS OR ORDINANCES AND REQUEST CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH WORK WHICH IS DEEMED IN CONFLICT WITH THE APPLICABLE CODES, LAWS OR ORDINANCES.

3. FIRE SAFETY DURING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL COMPLY WITH 2018 NFPA 1.

4. ALL MATERIAL PROPERTIES SHALL BE AS NOTED IN SPECIFICATIONS, UNLESS NOTED ON DRAWINGS.

5. PRIOR TO FABRICATION OF ANY ASSEMBLIES OR PLACEMENT OF ANY REPAIR MATERIAL, CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS. REPORT ALL DISCREPANCIES TO THE ENGINEER IMMEDIATELY.

6. DO NOT SCALE DRAWINGS.

B.CONSTRUCTION DOCUMENTS:

1. CONSTRUCTION DOCUMENTS ENTITLED “CITY HALL GARAGE FULL RE-OPENING” INCLUDES THESE DRAWINGS AND SEPARATELY BOUND SPECIFICATIONS. FOR PURPOSES OF PERFORMING THE WORK, DRAWINGS AND SPECIFICATIONS SHALL BE CONSIDERED A SINGLE UNIT. IN THE EVENT OF CONFLICT BETWEEN THE DRAWINGS AND SPECIFICATIONS CONTACT THE ENGINEER FOR CLARIFICATION.

2. THE EXTENT OF REPAIR AREAS SHOWN ON THE DRAWINGS INDICATES ENGINEER'S ESTIMATES ONLY. THE ESTIMATED UNIT QUANTITIES INCLUDED IN THE BID DOCUMENTS ARE BASED ON THE ENGINEER'S ESTIMATED UNITS FOR BID PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE ACTUAL EXTENT AND LOCATIONS OF REPAIR AREAS. THE ACTUAL REPAIR QUANTITIES SHALL BE VERIFIED AND AGREED UPON BY THE ENGINEER PRIOR TO COMMENCING THE REPAIR WORK.

3. WHEN THE PLANS INCLUDE INFORMATION PERTAINING TO PRELIMINARY INVESTIGATIONS AND CONDITION SURVEY, SUCH INFORMATION

REPRESENTS ONLY THE OPINION OF THE ENGINEER AS TO THE LOCATION, CHARACTER, OR QUANTITY OF THE MATERIALS ENCOUNTERED AT THE TIME OF THE EVALUATION. THE OWNER & ENGINEER DO NOT WARRANT AND MAKE NO GUARANTEE THAT CONDITIONS INDICATED ARE REPRESENTATIVE THROUGHOUT THE PROJECT OR THAT UNANTICIPATED FIELD CONDITIONS WILL NOT OCCUR.

4. WORK SHALL BE PERFORMED IN COORDINATION WITH CONSTRUCTION OBSERVATIONS BY THE ENGINEER TO DETERMINE IF THE EXPOSED EXISTING CONSTRUCTION IS AS ASSUMED IN THE DESIGN.

5. DIMENSIONS SHOWN ON PLANS ARE BASED ON ORIGINAL CONSTRUCTION DOCUMENTS. THE CONTRACTOR IS REQUIRED TO FIELD VERIFY ALL CONDITIONS FOR THE PURPOSE OF PREPARING THE BID AND PERFORMING THE WORK.

6. REFER TO SPECIFICATION SECTION 020010 FOR SCOPE, DESCRIPTION AND REQUIREMENTS OF WORK.

C.EXISTING STRUCTURE:

1. CONSTRUCTION DOCUMENTS RELY ON THE ORIGINAL CONSTRUCTION DOCUMENTS, INCLUDING:
·CITY OF SACRAMENTO CIVIC CENTER

PLAZA PARKING GARAGE

MARR-SCHAFFER & ASSOCIATES
02/22/1991

2. THE EXISTING STRUCTURE WAS ASSUMED TO BE DESIGNED PER THE FOLLOWING BUILDING CODES:
·1998 UNIFORM BUILDING CODE

3. TO THE ENGINEER'S KNOWLEDGE, NO OUTSTANDING ENVIRONMENTAL CONCERNS ARE PRESENT ON SITE. IF AN OUTSTANDING ENVIRONMENTAL CONCERN IS IDENTIFIED DURING CONSTRUCTION, THE CONTRACTOR IS TO BRING THIS TO THE ATTENTION OF THE ENGINEER AND OWNER.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE ITSELF WITH THE ORIGINAL CONSTRUCTION DRAWINGS FOR THE WORK AREAS. ALL SIGNIFICANT DEVIATIONS ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER.

D.DETAILS AND SYMBOLS:

1. REPAIR DETAILS ARE SHOWN ON DRAWINGS SERIES R-500, AND ARE IDENTIFIED AS TWO-DIGIT (X.X) DETAILS, WHERE APPLICABLE.

2. DETAILS WITH A LAST DIGIT OTHER THAN 0 AND LABELED (FOR CLARIFICATION ONLY) DO NOT REPRESENT A SEPARATE PRICE ITEM. THESE DETAILS SUPPLEMENT THE BASIC DETAIL TO PROVIDE ADDITIONAL INFORMATION. IN SOME CASES, THESE DETAILS SHOW VARIATION(S) OF THE TYPICAL CONDITION.

3. THREE-DIGIT REPAIR DETAILS (X.X.X) DO NOT REPRESENT A SEPARATE PRICE ITEM. THESE DETAILS SUPPLEMENT THE BASIC DETAIL TO PROVIDE ADDITIONAL INFORMATION OR SHOW VARIATION OF THE TYPICAL CONDITION.

4. WHERE THE WORK ITEM BUBBLE IS NOTED “TYP,” IT IS DEFINED AS FOLLOWS: THE WORK ITEM OCCURS AT ALL LOCATIONS WHERE THE APPLICABLE WORK ITEM, DETERIORATING CONDITION, FEATURE, OR DESIGNATION SYMBOL OCCURS ON THAT PLAN.

5. WHERE “T.A.R.” IS NOTED, IT MEANS THERE MAY BE AREAS OF THIS WORK IN ADDITION TO THE PARTICULAR DESIGNATED AREAS.

6. WHERE TWO OR MORE WORK ITEM BUBBLES ARE GROUPED TOGETHER, IT MEANS ANY OR ALL OF THE REFERENCED WORK ITEMS MAY BE APPLICABLE. COORDINATION OF WORK ITEMS IS THE CONTRACTOR'S RESPONSIBILITY.

7. WHEN A WORK ITEM OR DETAIL IS LISTED AS INCIDENTAL THAT WORK IS INCLUDED IN THE PAY UNIT OF OTHER WORK ITEMS AND DOES NOT HAVE A SEPARATE PRICE.

8. WHEN A DETAIL IS LABELED (FOR REFERENCE ONLY) IT PROVIDES INFORMATION ONLY ABOUT INCIDENTAL WORK AND DOES NOT HAVE A PAY UNIT.

E.GENERAL CONCRETE REQUIREMENTS:

1. CAST-IN-PLACE CONVENTIONAL CONCRETE (PATCHING/FULL DEPTH) (033021) COMPRESSIVE STRENGTH 5000 PSI AT 28 DAYS
WATER-CEMENT RATIO 0.40 MAX.

MAX. SIZE AGGREGATE 1/2 IN. (SELECT LARGER AGG. FOR SECTION > 1/2 IN) SLUMP (MAXIMUM)6" W/ SUPER PLASTICIZER (AFTER WATER REDUCER ADDITION) AIR CONTENT7% ± 1-1/2%
CEMENT CONTENT 658 LB./C.Y.MIN.

2. PREPACKAGED REPAIR MATERIAL (033760)
COMPRESSIVE STRENGTH 5000 PSI AT 28 DAYS
ENGINEER SHALL BE NOTIFIED A MINIMUM OF 24 HOURS FOR INSPECTION OF PREPARED CONCRETE SURFACES.

F.CONCRETE PROTECTION FOR REINFORCEMENT:

1. THE FOLLOWING APPLIES FOR FULL SECTION CONCRETE REPLACEMENT OR PARTIAL DEPTH REPAIRS WHERE SHOWN ON THE DRAWINGS.

2. THE MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE PER ACI 318-14, SECTION 20.6.

3. WHERE EXISTING CONDITIONS CONFLICT WITH IMPLEMENTING THE ABOVE, REPORT TO THE OWNER IMMEDIATELY. FOR ANY CONFLICTS WITH SURFACE DRAINAGE PROFILE, REPORT TO THE OWNER IMMEDIATELY.

G.EPOXY COATING FOR REINFORCEMENT AND ANCHORS:

1. EPOXY COAT ALL REINFORCEMENT, EXCEPT EXISTING WELDED WIRE REINFORCING ENCOUNTERED IN THE CONCRETE, U.N.O..

H.SHORING AND BRACING:

1. CONTRACTOR SHALL PROVIDE ALL SHORING, BRACING, SHEETING, ETC. REQUIRED FOR SAFETY AND PROPER EXECUTION OF THE WORK.

2. CONTRACTOR IS SOLELY RESPONSIBLE TO PREPARE SHOP DRAWINGS FOR PROTECTIVE SCAFFOLDING, BRACING, AND SHORING MEMBERS

DESIGNED AND STAMPED / SEALED BY A PROFESSIONAL ENGINEER (REGISTERED IN THE STATE OF CALIFORNIA) AND SUBMIT THEM TO THE PROJECT ENGINEER FOR REVIEW.

3. THE DESIGN OF THE SHORING AND BRACING MEMBERS SHALL INCLUDE ALL CHANGES IN THE STRUCTURE CAUSED BY THE SHORING AND BRACING.

I.EXISTING SERVICES AND UTILITIES:

1. CONTRACTOR SHALL REVIEW ALL EXISTING CONDITIONS TO DETERMINE ALL ELECTRICAL AND MECHANICAL SERVICES AND UTILITIES AFFECTED BY THE REPAIR WORK. MAKE NECESSARY TEMPORARY CONNECTIONS TO MAINTAIN EXISTING SERVICES TO ALL AREAS OF THE PARKING GARAGE AND/OR OTHER AREAS (NOT IN CONTRACT) AFFECTED BY THE WORK. THE CONTRACTOR SHALL SUBMIT THE METHODS AND SCHEDULE OF CONNECTIONS FOR THE OWNER'S APPROVAL PRIOR TO COMMENCEMENT.

2. PROVIDE A MINIMUM 72 HOUR NOTICE TO THE OWNER REPRESENTATIVE PRIOR TO ANY INTERRUPTIONS IN UTILITY SERVICES.

J.CONSTRUCTION PHASING, SEQUENCING AND TRAFFIC MAINTENANCE

1. WORK SEQUENCE AND PHASING SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE AND ALL IDENTIFIED PROJECT REPRESENTATIVES.

2. OWNER WILL CONTINUE TO USE STRUCTURE DURING RESTORATION. CONTRACTOR MUST PHASE AND ARRANGE WORK TO MAINTAIN ACCESS AT ALL TIMES TO ALL AREAS THAT ARE NOT UNDER CONSTRUCTION FOR BOTH VEHICLES AND PEDESTRIANS.

3. WORK HOURS ARE 8 AM - 6 PM, MONDAY - FRIDAY. THE CONTRACTOR SHALL VERIFY WORK HOURS WITH THE OWNER. CONTRACTOR SHALL COORDINATE OFF-HOURS, WEEKEND, AND HOLIDAY WORK WITH OWNER AT LEAST 72 HOURS IN ADVANCE.

4. CONTRACTOR SHALL COORDINATE LOCATIONS AND PROGRESS OF WORK ON A DAILY BASIS WITH OWNER REPRESENTATIVES.

5. THE CONTRACTOR IS RESPONSIBLE FOR COLLECTION AND REMOVAL OF ALL CONSTRUCTION DEBRIS ON A DAILY BASIS, AND THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION, SATISFACTORY TO THE OWNER.

6. 6. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL ADJACENT STRUCTURES, LANDSCAPING, AND OTHER SURFACES AND ITEMS WHICH COULD BE AFFECTED BY THE WORK.

K.MISCELLANEOUS REQUIREMENTS

1. THE CONTRACTOR IS RESPONSIBLE FOR COLLECTION AND REMOVAL OF ALL CONSTRUCTION DEBRIS ON A DAILY BASIS, AND THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION, SATISFACTORY TO THE OWNER.

2. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL ADJACENT STRUCTURES, LANDSCAPING, AND OTHER SURFACES/ITEMS WHICH COULD BE AFFECTED BY THE WORK.

3. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ANY REQUIRED SECURITY AT THE WORK SITE, SIDEWALK PROTECTION, IF REQUIRED, AND BARRICADES. ANY SITE RELATED PROTECTION, BARRICADES AND SECURITY SHALL BE COORDINATED WITH THE OWNER.

4. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS, AND AUTHORIZATIONS PRIOR TO BEGINNING THE WORK.

5. THE OWNER RESERVES THE RIGHT TO PERFORM OTHER WORK IN CONJUNCTION WITH THE PROJECT. COORDINATE ALL WORK WITH OTHER CONTRACTORS.

L.POST-INSTALLED ANCHORS

1. EXPANSION ANCHORS - HILTI KWIK BOLT TZ SS 316, UNLESS NOTED.

2. ADHESIVE ANCHORS - HILTI HIT HY 200, UNLESS NOTED.

3. CONTRACTOR SHALL LOCATE EXISTING EMBEDDED REINFORCEMENT USING NON-DESTRUCTIVE TESTING PRIOR TO FABRICATION OF ATTACHMENTS OR DRILLING OF HOLES. NOTIFY ENGINEER OF OBSTRUCTIONS THAT WILL PREVENT INSTALLATION OF ANCHORS AT DESIGN LOCATIONS.

4. POST-INSTALLED ANCHORS MUST BE INSTALLED USING THE SPACING AND EDGE DISTANCES GIVEN ON THE PLANS OR DETAILS. IF FIELD

CONDITIONS DICTATE THAT ANCHOR SPACING OR EDGE DISTANCE BE MODIFIED, THE CONTRACTOR SHALL SUBMIT A FIELD SKETCH TO THE ENGINEER FOR REVIEW PRIOR TO MAKING ANY MODIFICATIONS.

5. POST-INSTALLED ANCHOR HOLES MUST BE DRILLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS.

6. ADHESIVE ANCHORS SHALL BE INSTALLED BY AN ACI-CRSI CERTIFIED "ADHESIVE ANCHOR INSTALLER".

7. ALL MIS-DRILLED OR UNACCEPTABLE HOLES SHALL NOT BE USED AND SHALL BE GROUTED SOLID.

M.STRUCTURAL STEEL NOTES

1. ALL STEEL SHAPES, SECTIONS, ANCHORS, CONNECTIONS, AND ASSEMBLIES TO BE HOT-DIPPED GALVANIZED.

FY, PSIASTM

A) STRUCTURAL SHAPES
a. M-SHAPES, S-SHAPES, HP-50,000 A992

SHAPES, CHANNELS, ANGLES
B) ANCHOR RODS36,000 A36
N.GENERAL P/T REPAIR NOTES

1. TENDONS ARE NEAR THE FLOOR SURFACE. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION DURING SAWCUTTING AND REMOVALS SO AS NOT TO DAMAGE EXISTING TENDONS OR TENDON SHEATHS. TENDONS MAY BREAK WITH EXPLOSIVE FORCE DURING REMOVALS OR WHEN CUT.

CHIPPING WITH 15 LBS. HAMMERS SHALL BE USED IN LIEU OF SAWCUTTING NEAR SHALLOW TENDONS.

2. CAUTION IS REQUIRED WHEN PERFORMING CONCRETE REMOVALS. ELEVATIONS OF P/T TENDONS IN BEAMS VARY. COORDINATE INSPECTION OF EXPOSED TENDONS FOLLOWING CONCRETE REMOVALS.

3. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE FOLLOWING:
·TRAINING AND MONITORING HIS WORK FORCE CONCERNING THE SAFETY PROCEDURES THAT SHOULD BE EMPLOYED IN THE EXECUTION OF THIS WORK.
·MAINTAINING STABILITY OF THE STRUCTURE AND ELEMENTS WITHIN THE STRUCTURE, DURING REPAIR WORK, INCLUDING BUT NOT LIMITED TO THE INSTALLATION OF SHORING AND BRACING.
·WHERE REQUIRED, CONTRACTOR SHALL SUBMIT SEALED DRAWINGS AND CALCULATIONS FROM QUALIFIED STRUCTURAL ENGINEER, LEGALLY REGISTERED IN STATE OF CALIFORNIA TO PERFORM SUCH CALCULATIONS AND DRAWINGS.

4. DURING THE REPAIR SEQUENCE, SHORING MAY BE REQUIRED ALONG THE TENDON RUN. AS A MINIMUM, SHORES SHALL BE INSTALLED AT ALL SITES ALONG THE TENDON RUN PER WI 21.12 WHEN THREE OR MORE ADJACENT TENDON FAILURES OCCUR.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING AVAILABLE ORIGINAL DRAWINGS. REVIEW ORIGINAL DRAWINGS AND COORDINATE REPAIR PROCEDURES PRIOR TO PROCEEDING WITH THE WORK. EXACT LOCATIONS OF EXISTING P/T TENDONS AND ANCHORS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONCRETE REMOVALS. EXISTING REINFORCING STEEL NOT SHOWN ON REPAIR DETAILS (U.N.O). DO NOT CUT ANY REINFORCING, UNLESS DIRECTED BY ENGINEER IN WRITING.

6. P/T REPAIRS AND DE-TENSIONING PROCEDURES SHALL BE REVIEWED AT PRE-CONSTRUCTION OR PRE-INSTALLATION MEETING. NO DEVIATION FROM WRITTEN, AGREED UPON PROCEDURES WILL BE ALLOWED UNLESS DIRECTED IN WRITING BY THE ENGINEER. AS A MINIMUM, DURING

DE-TENSIONING OPERATIONS, CLOSE ALL FLOOR SPANS INCLUDING LEVEL BELOW, BEING DE-TENSIONED, TO PREVENT INJURY IN THE EVENT OF A TENDON POPPING OUT OF THE SLAB.

7. NOT ALL TENDON FAILURES ARE IN AREAS OF FLOOR DELAMINATION. PERFORM REMOVAL OF ALL SOUND CONCRETE AS REQUIRED TO EXPOSE TENDONS AND ANCHORS.

8. MAINTAIN ORIGINAL TENDON PROFILES WITHIN CONCRETE REMOVAL AREAS. SEE DETAIL 21.0.1 FOR SPECIFIC REQUIREMENTS. DO NOT REMOVE CONCRETE BELOW TENDONS UNLESS REQUIRED FOR SPLICING REPAIRS OR TO REPLACE DAMAGED SHEATHING.

9. TENDONS MAY OCCUR INDIVIDUALLY OR BUNDLED.

10. DO NOT DAMAGE TENDONS IN REPAIR AREA. CONTRACTOR-CAUSED DAMAGE TO TENDONS SHALL BE REPAIRED AS DIRECTED BY ENGINEER AT NO COST TO OWNER.

11. ALL P/T REPAIRS SHALL BE REVIEWED BY ENGINEER PRIOR TO COMMENCING WORK RELATED TO P/T REPAIR.

12. PRESTRESSING STRAND: ASTM A416, GRADE 270, UNCOATED, SEVEN-WIRE, LOW-RELAXATION STRAND WITH MINIMUM ULTIMATE STRENGTH OF 270 KSI.

13. DETENSION THE DAMAGED TENDON BEFORE REMOVAL OF CONCRETE AND DO SO ONLY AT ONE LOCATION AT ONE TIME. INCREASE CONCRETE REMOVAL LENGTH AS REQUIRED BY STRESSING AND INSTALLATION METHODS. RESTRING NEW 1/2" DIA, SEVEN WIRE LOW RELAXATION STRAND, INSTALL WEDGES AND STRESS THE TENDON TO 33 KIPS. THE NEW STRAND SHALL BE FREE OF PITTING AND PRE-GREASE THE STRAND PRIOR TO RE-STRINGING.

14. DO NOT CUT EXISTING REINFORCING WITHOUT WRITTEN APPROVAL FROM ENGINEER. ADDITIONAL REINFORCING STEEL REQUIRED SHALL BE GRADE 60 UNLESS NOTED.

N.TESTING & INSPECTION NOTES

1. FOLLOWING TESTS AND INSPECTION SHALL BE PERFORMED BY AN INDEPENDENT TESTING AND INSPECTION AGENCY EMPLOYED BY OWNER AND APPROVED BY ENGINEER AND BUILDING OFFICIAL. TEST AND INSPECTION REPORTS SHALL BE SUBMITTED FOR APPROVAL TO ENGINEER AND BUILDING OFFICIAL. CONFORM TO REQUIREMENTS OF IBC SECTIONS 109 AND 1704.

O.ABBREVIATIONS

13. APPROX = APPROXIMATELY

14. BM= BEAM

15. BOT= BOTTOM

16. CIP= CAST IN PLACE

17. CLR= CLEARANCE

18. COL= COLUMN

19. CONC = CONCRETE

20. DET= DETAIL

21. EA= EACH

22. EE= EACH END

23. ES= EACH SIDE

24. EMBED = EMBEDMENT LENGTH

25. EXIST = EXISTING

26. FIN= FINISHED

27. FL= FLOOR

28. IN= INCHES

29. INC= INCIDENTAL

30. L.F= LINEAR FOOT

31. LS= LUMP SUM

32. MAX. = MAXIMUM

33. MIN.= MINIMUM

34. N/A= NOT APPLICABLE

35. NIC= NOT IN CONTRACT

36. NTS= NOT TO SCALE

37. OC= ON CENTER

38. OH = OPPOSITE HAND

39. REINF = REINFORCEMENT

40. REQ'D = REQUIRED

41. SEOR = STRUCTURAL ENGINEER OF RECORD

42. SF= SQUARE FOOT

43. SIM= SIMILAR

44. SPEC = SPECIFICATION

45. SUPT = SUPPORTED

46. T= TOP

47. TAR= TYPICAL AS REQUIRED

48. TYP= TYPICAL

49. UN OR UNO = UNLESS NOTED OTHERWISE

50. WI= WORK ITEM
REQUIRED VERIFICATION AND INSPECTIONCONT.PERIODIC
A. CONCRETE CONSTRUCTION

1. INSPECTION OF REINFORCEMENT INCLUDING PRESTRESSING TENDONS, AND VERIFY PLACEMENT X

2. INSPECT ANCHORS POST0INSTALLED IN HARDENED CONCRETE MEMBERS a. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST

SUSTAINED TENSION LOADS X
b. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.a X

3. VERIFYING USE OF REQUIRED DESIGN MIX X

4. PERFORM SAMPLING AND TESTING OF CONCRETE ACCORDING TO SPECIFICATIONS X

5. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES X

6. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES X

7. INSPECTION OF PRESTRESSED CONCRETE:
a. SHEATHING INSPECTION AND REPAIR PRIOR TO PLACING CONCRETE (SEE SPECIFICATION SECTION 033816) X b. APPLICATION OF PRESTRESSING FORCES X
c. TIMELY INSTALLATION OF END CAPS AT POST-TENSIONED LIVE END ANCHORS (SEE SPECIFICATION SECTION 033816) X

8. VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST-TENSIONED

CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS X

9. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF CONCRETE MEMBER BEING FORMED X

10. VERIFY FINISH OF CONCRETE SLABS AND FLOORS (SEE SPECIFICATION SECTION 033000) X

11. VERIFY LOCATION AND CONSTRUCTION OF POUR STRIPS AND JOINTS IN CONCRETE SLABS AND FLOORS (SEE SPECIFICATION SECTION 033000 AND STRUCTURAL DRAWINGS) X B. MISCELLANEOUS ITEMS

1. VERIFY INSTALLATION OF TRAFFIC TOPPING MEMBRANES, AND JOINT SEALANTS X - CONSTRUCTION JOINT (C.J.)
- FLOOR SPALL OR DELAMINATION
- EXPANSION JOINT (E.J.)
LEGEND

00.0 WORK ITEM IDENTIFICATION
(SEE SPECIFICATIONS)

WORK ITEM NUMBER
- CEILING SPALL OR DELAMINATION
B
B
B
12345
D
C
B
A
SHEET
TITLE
AGENCY

MANAGEMENT
ISSUED

PROJECT
SEAL

CONSULTANT
LIONAKIS PROJECT NO:

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 0 1/4" 1/2" 1" 2"
CLIENT
9/15/2021 4:21:16 PM H:\_Revit\__RevitLocalFiles\[email protected] 019124.03

CITY OF SACRAMENTO

FULL RE-OPENING
1000 I ST,
SACRAMENTO, CA 95814

CITY HALL GARAGE
1919 Nineteenth Street
Sacramento CA 95811
P 916.558.1900 F 916.558.1919
www.lionakis.com

MARK DATEDESCRIPTION
C
WALKER

S O N S U L T A N T
www.walkerconsultants.com
601 California Street
Suite 820
San Francisco, CA 94105
415.644.0630 Ph
A042622FOR PERMIT
CONSULTANT PROJECT NO:

DRAWN BY:

CHECKED BY:
33-002293.02
HK
VII
B06 22PLAN CHECK #1
R-001
GENERAL NOTES, W.I.

SCHEDULE & LEGEND

WORK ITEM SCHEDULE

CITY HALL GARAGE FULL RE-OPENING
WORK

ITEMDESCRIPTIONUNITSQUANTITY
PART I:GENERAL REQUIREMENTS / PRELIMINARY MATTERS

1.0GENERAL REQUIREMENTS

1.1Project Mobilization & General RequirementsL.S. 1

1.3General Construction AllowanceL.S. 1
PART II:CONCRETE FLOOR / CEILING SURFACES

3.0CONCRETE FLOOR REPAIR

3.1Floor Repair - Partial Depth / ShallowS.F.300

3.3Floor Repair - Full DepthS.F. 120

4.0CONCRETE CEILING REPAIR

4.1Ceiling Repair - Partial Depth / ShallowS.F.500
PART IV:CRACKS AND JOINTS

11.0CRACK AND JOINT REPAIR

11.5Epoxy InjectionL.F. 120
PART V:FLOOR SURFACE PROTECTION

16.0TRAFFIC TOPPING

16.1Traffic Topping - VehicularS.F. 2262
PART VI:POST-TENSIONING SYSTEMS

21.0P/T SYSTEM REPAIR - MONOSTRAND

21.4P/T Tendon End Anchorage (Dead)EA.10

21.6Tendon Splice Coupling (Center-Pull)EA.10

21.10Replace Embedded P/T TendonL.F. 480
PART IX:METAL WORK

40.0CONNECTIONS / BEARINGS

40.8Install New Post-Installed Steel AnglesEA. 7

45.0PAINTING

45.1Paint Traffic MarkingsL.S. 1
ALTERNATE # 1

CITY HALL GARAGE FULL RE-OPENING
WORK

ITEMDESCRIPTIONUNITSQUANTITY
PART II: CONCRETE FLOOR / CEILING SURFACES

3.0 CONCRETE FLOOR REPAIR

3.3Floor Repair - Full DepthS.F.150
PART VI: POST-TENSIONING SYSTEMS

21.0 P/T SYSTEM REPAIR - MONOSTRAND

21.4P/T Tendon End Anchorage (Dead)E.A. 1

21.5P/T Tendon End Anchorage (At Pour Strip)E.A. 1

21.10Replace Embedded P/T TendonL.F.115
15 By:

City of Sacramento Plan Review

APPROVED
Daniel Valencia
on Jul 06, 2022

STRUCTURAL
This set of plans and specifications must be
kept on the job at all times and it is unlawful to
make any changes or alterations from the
same without written permission from the
Building Inspection Division.

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

By:

ISSUED BY
Community Development Department
Brad Marchetti
on Aug 12, 2022
A
A.7
A.9
B
A.1
A.3
B.3
B.7
B.8
C
C.3
C.8
C.9
D
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
C.5
14'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"14'-0" 17'-0" 17'-0" 17'-0" 17'-0" 17'-0" 17'-0" 23'-1 1/2" 14'-0"1'-0" 17'-0"8 1/2" 2'-5" 1'-0" 31 1 3
13 3 1

REMOVE EXISTING PARKING
STRIPING WITHIN THIS AREA.

APPLY NEW LANE MARKINGS AS
SHOWN.

S-1
S-2
S-2
S-3R
S-5
S-3L
S-3R
S-1
S-5

I STREET

IMPROV ALLEY
11TH STREET
10TH STREET
VAN
VAN
VAN

AREA OF WORK
TAR

TAR AT THROUGH

SLAB CRACKS

3.1 11.5

16.1 40.8

45.1 NOTE:

CONTRACTOR IS RESPONSIBLE FOR DETERMINING ACTUAL

EXTENT AND LOCATIONS OF REPAIR AREAS IN ACCORDANCE

WITH THE SPECIFICATIONS, WORK ITEM IS SHOWN ONLY TO
REPRESENT THE TYPES OF DETERIORATION.

11.1 TAR

11.7 SECOND FLOOR PLAN1
NORTH
TRUE
12345
D
C
B
A
SHEET
TITLE
AGENCY

MANAGEMENT
ISSUED

PROJECT
SEAL

CONSULTANT
LIONAKIS PROJECT NO:

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 0 1/4" 1/2" 1" 2"
CLIENT
9/15/2021 4:21:16 PM H:\_Revit\__RevitLocalFiles\[email protected] 019124.03

CITY OF SACRAMENTO

FULL RE-OPENING
1000 I ST,
SACRAMENTO, CA 95814

CITY HALL GARAGE
1919 Nineteenth Street
Sacramento CA 95811
P 916.558.1900 F 916.558.1919
www.lionakis.com

MARK DATEDESCRIPTION
C
WALKER

S O N S U L T A N T
www.walkerconsultants.com
601 California Street
Suite 820
San Francisco, CA 94105
415.644.0630 Ph
A042622FOR PERMIT
CONSULTANT PROJECT NO:

DRAWN BY:

CHECKED BY:
33-002293.02
HK
VII
B06 22PLAN CHECK #1
R-102

SECOND FLOOR PLAN
NOTES:

1. INDICATES VEHICULAR BARRICADE.

2. INDICATES A REGION OF NO PARKING PERMITTED.

3. LEAVE EXISTING SHORING IN PLACE TILL THE REPAIRS ARE COMPLETED.

4. W.I. 11.5 REQUIRES ACCESS TO THE TENANT SPACES BELOW TO PERFORM THE THROUGH SLAB CRACK REPAIRS AT SECOND LEVEL.
15 By:

City of Sacramento Plan Review

APPROVED
Daniel Valencia
on Jul 06, 2022

STRUCTURAL
This set of plans and specifications must be
kept on the job at all times and it is unlawful to
make any changes or alterations from the
same without written permission from the
Building Inspection Division.

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

By:

ISSUED BY
Community Development Department
Brad Marchetti
on Aug 12, 2022
A
A.7
A.9
B
A.1
A.3
B.3
B.7
B.8
C
C.3
C.8
C.9
D
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
C.5
14'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"14'-0" 17'-0" 17'-0" 17'-0" 17'-0" 17'-0" 17'-0" 23'-1 1/2" 14'-0"1'-0" 17'-0"8 1/2" 2'-5" 1'-0" 42 2 4
24 4 2
MOUNT S-4
ABOVE S-5

I STREET

IMPROV ALLEY
11TH STREET
10TH STREET
(E) LIGHT FIXTURE, TYP.

EXTEND OVERHEAD

LIGHTING BELOW
SUPPORT BEAM AS REQUESTED, TYP.
(BY OTHERS)
(E) DIGITAL SIGN & CONDUIT

AREA OF WORK

PORTABLE SIGN
SEE DETAIL 3/A-101
6'-6"
V.I.F
6'-6"
V.I.F
(E) POUR STRIP
(E) 6X BEAM, TYP.

EXISTING CONCRETE

BEAMS OUTSIDE OF

AREA OF WORK ARE

NOT SHOWN FOR CLARITY
(E) L6X6, TYP.

16.1 TAR

4.1 45.1

TAR AT THROUGH

SLAB CRACKS

11.5 NOTE:

CONTRACTOR IS RESPONSIBLE FOR DETERMINING ACTUAL

EXTENT AND LOCATIONS OF REPAIR AREAS IN ACCORDANCE

WITH THE SPECIFICATIONS, WORK ITEM IS SHOWN ONLY TO
REPRESENT THE TYPES OF DETERIORATION.

11.7 11.1
TAR
THIRD FLOOR PLAN1
NORTH
TRUE
12345
D
C
B
A
SHEET
TITLE
AGENCY

MANAGEMENT
ISSUED

PROJECT
SEAL

CONSULTANT
LIONAKIS PROJECT NO:

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 0 1/4" 1/2" 1" 2"
CLIENT
9/15/2021 4:21:16 PM H:\_Revit\__RevitLocalFiles\[email protected] 019124.03

CITY OF SACRAMENTO

FULL RE-OPENING
1000 I ST,
SACRAMENTO, CA 95814

CITY HALL GARAGE
1919 Nineteenth Street
Sacramento CA 95811
P 916.558.1900 F 916.558.1919
www.lionakis.com

MARK DATEDESCRIPTION
C
WALKER

S O N S U L T A N T
www.walkerconsultants.com
601 California Street
Suite 820
San Francisco, CA 94105
415.644.0630 Ph
A042622FOR PERMIT
CONSULTANT PROJECT NO:

DRAWN BY:

CHECKED BY:
33-002293.02
HK
VII
B06 22PLAN CHECK #1
R-103

THIRD FLOOR
PLAN NOTES:

1. INDICATES VEHICULAR BARRICADE.

2. INDICATES A REGION OF NO PARKING PERMITTED.

3. LEAVE EXISTING SHORING IN PLACE TILL THE REPAIRS ARE COMPLETED. 15 By:

City of Sacramento Plan Review

APPROVED
Daniel Valencia
on Jul 06, 2022

STRUCTURAL
This set of plans and specifications must be
kept on the job at all times and it is unlawful to
make any changes or alterations from the
same without written permission from the
Building Inspection Division.

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

By:

ISSUED BY
Community Development Department
Brad Marchetti
on Aug 12, 2022
A
A.7
A.9
B
A.1
A.3
B.3
B.7
B.8
C
C.3
C.8
C.9
D
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
C.5
14'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"14'-0" 17'-0" 17'-0" 17'-0" 17'-0" 17'-0" 17'-0" 23'-1 1/2" 14'-0"1'-0" 17'-0"8 1/2" 2'-5" 1'-0" 42 2 4
24 4 2
MOUNT S-4
ABOVE S-5

I STREET

IMPROV ALLEY
11TH STREET
10TH STREET
(E) LIGHT FIXTURE, TYP.

EXTEND OVERHEAD

LIGHTING BELOW
SUPPORT BEAM AS REQUESTED, TYP.
(BY OTHERS)
(E) DIGITAL SIGN & CONDUIT

AREA OF WORK

PORTABLE SIGN
SEE DETAIL 3/A-101
6'-6"
V.I.F
6'-6"
V.I.F
(E) POUR STRIP

EXISTING CONCRETE

BEAMS OUTSIDE OF

AREA OF WORK ARE

NOT SHOWN FOR CLARITY

3.3 21.0
(10 NEW DEAD ENDS)

3.3 21.0 3.3 21.0

ALTERNATE
NOTE:

CONTRACTOR IS RESPONSIBLE FOR DETERMINING ACTUAL

EXTENT AND LOCATIONS OF REPAIR AREAS IN ACCORDANCE

WITH THE SPECIFICATIONS, WORK ITEM IS SHOWN ONLY TO
REPRESENT THE TYPES OF DETERIORATION.
2 R-501
1 R-501

21.4 21.6 21.5
THIRD FLOOR PLAN - P/T1
NORTH
TRUE
12345
D
C
B
A
SHEET
TITLE
AGENCY

MANAGEMENT
ISSUED

PROJECT
SEAL

CONSULTANT
LIONAKIS PROJECT NO:

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 0 1/4" 1/2" 1" 2"
CLIENT
9/15/2021 4:21:16 PM H:\_Revit\__RevitLocalFiles\[email protected] 019124.03

CITY OF SACRAMENTO

FULL RE-OPENING
1000 I ST,
SACRAMENTO, CA 95814

CITY HALL GARAGE
1919 Nineteenth Street
Sacramento CA 95811
P 916.558.1900 F 916.558.1919
www.lionakis.com

MARK DATEDESCRIPTION
C
WALKER

S O N S U L T A N T
www.walkerconsultants.com
601 California Street
Suite 820
San Francisco, CA 94105
415.644.0630 Ph
A042622FOR PERMIT
CONSULTANT PROJECT NO:

DRAWN BY:

CHECKED BY:
33-002293.02
HK
VII
B06 22PLAN CHECK #1
R-103A

THIRD FLOOR
PLAN - P/T NOTES:

1. INDICATES VEHICULAR BARRICADE.

2. INDICATES A REGION OF NO PARKING PERMITTED.

3. LEAVE EXISTING SHORING IN PLACE TILL THE REPAIRS ARE COMPLETED. 15 By:

City of Sacramento Plan Review

APPROVED
Daniel Valencia
on Jul 06, 2022

STRUCTURAL
This set of plans and specifications must be
kept on the job at all times and it is unlawful to
make any changes or alterations from the
same without written permission from the
Building Inspection Division.

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

By:

ISSUED BY
Community Development Department
Brad Marchetti
on Aug 12, 2022
13 14 15 16 17 18 19

NEW INTERMEDIATE

STRESSING ANCHOR
SEE W.I. 21.6, TYP.

NOTES:

1. P-T REPAIRS ARE GRAPHICAL REPRESENTATION OF POTENTIAL REPAIR LAYOUT. FINAL LAYOUT

OF P-T REPAIR WILL BE DETERMINED IN FIELD ONCE ALL SLAB DELAMINATIONS ARE REMOVED AND SLAB TENDONS EXAMINED BY THE CONTRACTOR AND VERIFIED BY THE ENGINEER.

2. LEAVE EXISTING SHORING IN PLACE TILL THE REPAIRS ARE COMPLETED.

P-T REPAIRS
1 NEW END

ANCHORAGE
W.I. 21.4

EXISTING TENDON
40'-0" NEW TENDON

PUSHED THROUGH

EXISTING SHEATHING
W.I. 21.10

EXISTING POUR
STRIP
(FOR INFORMATIONAL USE ONLY)
1/4
SPAN
TYP.
20 13 14 15 16 17 18 19
NOTES:

1. P-T REPAIRS ARE GRAPHICAL REPRESENTATION OF POTENTIAL REPAIR LAYOUT. FINAL LAYOUT

OF P-T REPAIR WILL BE DETERMINED IN FIELD ONCE ALL SLAB DELAMINATIONS ARE REMOVED AND SLAB TENDONS EXAMINED BY THE CONTRACTOR AND VERIFIED BY THE ENGINEER.

2. LEAVE EXISTING SHORING IN PLACE TILL THE REPAIRS ARE COMPLETED.

3. THIS REPAIR SHALL BE PERFORMED IF THE WEDGES POP-OUT AT LIVE END ANCHORAGE DURING DE-TENSIONING.

P-T REPAIRS (ALTERNATE)
2 NEW END

ANCHORAGE
W.I. 21.4
105'-0" NEW TENDON

PUSHED THROUGH

EXISTING SHEATHING
W.I. 21.10

EXISTING POUR
STRIP
(FOR INFORMATIONAL USE ONLY)
20 NEW END

ANCHORAGE
W.I. 21.5
8" ±
2"-4"
VARIES

SAWCUT PATCH
PERIMETER 1/2" (TYP.)

ORIGINAL SURFACE

SPALL OR

DELAMINATION

REMOVE CONCRETE

WITHIN SECTION SHOWN
REINFORCEMENT (TYP.),
LOCATIONS APPROXIMATE.

CLEAN AND APPLY CORROSION

INHIBITOR TO ALL EXPOSED
REINF. PROVIDE 3/4" CLEARANCE
AROUND ALL EXPOSED REINF.

EXIST. CONCRETE
SLAB
FLOOR REPAIR-PARTIAL DEPTH - P/T3.1
EXIST. P/T TENDON,

DEPTH VARIES
REPAIR
CONCRETE3" MIN
(TYP)
VARIES
5" ±
SAWCUT
PATCH

PERIMETER
3/4" (TYP)

EXIST CONCRETE
SLAB

GRIND OR SAWCUT

PATCH PERIMETER
1/2" (TYP)

REINFORCEMENT (TYP),
LOCATIONS APPROXIMATE.

CLEAN AND APPLY CORROSION

INHIBITOR TO ALL EXPOSED
REINF. PROVIDE 3/4" CLEARANCE
AROUND ALL EXPOSED REINF.

WHERE REQ'D AS SPECIFIED IN
SECTION "SURFACE
PREPARATION FOR PATCHING".

REMOVE CONCRETE WITHIN

SECTION SHOWN

FORMING BY

CONTRACTOR

ORIGINAL

SURFACE
FLOOR REPAIR-FULL DEPTH3.3
EXIST. P/T TENDON,

DEPTH VARIES
2" - 3"
VARIES

EXISTING CONCRETE
SLAB

REMOVAL LIMITS

GRIND OR SAWCUT

PATCH PERIMETER
1/2" (TYP.)
REINFORCEMENT (TYP.),
LOCATIONS APPROXIMATE.

CLEAN AND APPLY

CORROSION INHIBITOR TO
ALL EXPOSED REINF.

PROVIDE 3/4" CLEARANCE

AROUND ALL EXPOSED
REINF. WHERE REQ'D AS

SPECIFIED IN SECTION
"SURFACE PREPARATION
FOR PATCHING".

SPALL OR DELAMINATION

CEILING REPAIR

4.1 TROWEL APPLIED
MORTAR
5" ±

PAINT COMPLETE

REPAIRS TO MATCH

ADJACENT AREAS
1/4"Ø STAINLESS STEEL
TAPCON ANCHORS @ 8" OC

EA DIRECTION IN ALL REPAIR
AREAS. PROVIDE A GRID OF

STAINLESS STEEL TIE WIRE
8"x8" CONNECTING TAPCON

ANCHORES
1 3/4"
MIN3/4"
CONC.

COVER
1/2"
3/4"

ROUT CRACK WITH 'V' BLADE
AND FILL W/ FLEXIBLE SEALANT.

INSTALL SEALANT FLUSH W/

ADJACENT SURFACES TO
RECEIVE TRAFFIC COATING.

DO NOT OVERFILL JOINT.

EXIST CONCRETE
SLAB
EXISTING CRACK. CENTER

ROUTED GROOVE ON CRACK

RANDOM FLOOR CRACKS

11.1 (INCIDENTAL TO W.I. 16.1)
3/4"
1/16"
1/2"
TOOL JOINT. PREPARE EDGE
AND FILL W/ FLEXIBLE SEALANT.

INSTALL SEALANT EVENLY TOOL
1/16" BELOW SURFACE DO NOT
OVERFILL JOINT.

EXIST CONC SLAB
NOTES:

1. PLACE CONTROL JOINTS AS SHOWN ON PLANS.

2. CONTROL JOINT (C.J.) MUST BE TOOLED IN PLASTIC CONCRETE AND DIMENSIONS AS DETAILED WILL BE MAINTAINED IN SET CONCRETE. SAWCUTTING OF CONTROL JOINT IN HARDENED CONCRETE WILL NOT BE PERMITTED.

TOOL AND SEAL CONTROL JOINTS

11.4(INCIDENTAL TO W.I. 21.5)
NOTES:

1. CONTRACTOR TO FOLLOW ACI GUIDELINES 503R FOR EPOXY INJECTION.

2. CONTRACTOR SHALL REMOVE ALL PORTS AND SURFACE SEAL MATERIALS AFTER INJECTION IS COMPLETE.

3. PAINT SURFACE TO MATCH.

EXISTING CRACK GREATER THAN
1/32"

SET INJECTION PORT PER ACI

GUIDELINES

APPLY EPOXY SURFACE SEAL ON

STRIPSEAL, REMOVE AFTER

INJECTION

UNDERSIDE

OF STRUCTURAL
SLAB
EPOXY INJECTION11.5AT THROUGH-SLAB CRACKS
3/4"
3/4"
EXIST. WALL, COLUMN,

OR CURB FACE
EXIST. FINISHED FLOOR

SURFACE

SEALANT
MATERIAL 1/2"
MIN. THROAT SEE
NOTE 1.

COVE SEALANT

11.7 NOTE:

1. REMOVE EXISTING COVE SEALANT MATERIAL IF PRESENT. PREPARE SURFACE PER SPECIFICATIONS.
(INCIDENTAL TO W.I. 16.1)

VERTICAL SURFACE
(WALL OR COLUMNS)

LIMITS OF SURFACE

PREPARATION

CONTRACTOR TO PROVIDE

STRAIGHT FINISHED LINE
PROVIDE 4" WIDE DETAIL

COAT CENTERED OVER

ALL CRACKS LESS THAN
1/32" WIDE

TRAFFIC TOPPING
(FLOOR SURFACE

OR CURB)

ROUT AND SEAL CRACKS
GREATER THAN 1/32" WIDTH.

REMOVE AND REPLACE ALL EXIST
CRACK/JOINT SEALANT. SEE
DETAILS 11.1 OR 11.2.

COVE SEALANT.

SEE DETAIL 11.7

16.1 NOTE:

1. QUANTITIES BASED ON HORIZONTAL APPLICATION AREA. VERTICAL DETAILING, ADDITIONAL

DETAIL COAT OVER CRACKS, ROUTING AND SEALING CRACKS, INSTALLATION OF COVE SEALANT, AND REMOVAL AND REPLACEMENT OF EXISTING SEALANTS ARE INCIDENTAL TO THIS WORK.

ISOMETRIC

TRAFFIC TOPPING
4" 2"
CRACKS < 1/32"CRACKS > 1/32"
(OR MOVING CRACKS)

HORIZ / VERT

TRANSITION
PROVIDE 4" WIDE DETAIL

COAT CENTERED OVER
CRACK
(FULL SYSTEM)
B
B
12345
D
C
B
A
SHEET
TITLE
AGENCY

MANAGEMENT
ISSUED

PROJECT
SEAL

CONSULTANT
LIONAKIS PROJECT NO:

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 0 1/4" 1/2" 1" 2"
CLIENT
9/15/2021 4:21:16 PM H:\_Revit\__RevitLocalFiles\[email protected] 019124.03

CITY OF SACRAMENTO

FULL RE-OPENING
1000 I ST,
SACRAMENTO, CA 95814

CITY HALL GARAGE
1919 Nineteenth Street
Sacramento CA 95811
P 916.558.1900 F 916.558.1919
www.lionakis.com

MARK DATEDESCRIPTION
C
WALKER

S O N S U L T A N T
www.walkerconsultants.com
601 California Street
Suite 820
San Francisco, CA 94105
415.644.0630 Ph
A042622FOR PERMIT
CONSULTANT PROJECT NO:

DRAWN BY:

CHECKED BY:
33-002293.02
HK
VII
B06 22PLAN CHECK #1
R-501

EXISTING

SHORING

DETAILS
15 By:

City of Sacramento Plan Review

APPROVED
Daniel Valencia
on Jul 06, 2022

STRUCTURAL
This set of plans and specifications must be
kept on the job at all times and it is unlawful to
make any changes or alterations from the
same without written permission from the
Building Inspection Division.

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

By:

ISSUED BY
Community Development Department
Brad Marchetti
on Aug 12, 2022
2"2"DAMAGED SHEATHING
(VARIES)
2"2"
EXIST. TENDON
& SHEATHING
EXIST. P/T

SLAB OR BEAM

LIMIT OF
REMOVAL (TYP.)

INSTALL HIGH DENSITY
POLYPROPYLENE SHEATHING. EXTEND
2" BEYOND DAMAGED AREA

APPLY TWO LAYERS OF TAPE

OVER ENTIRE LENGTH OF NEW
SHEATHING. EXTEND TAPE 2"
ONTO EXIST. SHEATHING

SHEATHING
DAMAGE

REMOVE DAMAGED

SHEATHING, AND GREASE &
WRAP EXPOSED TENDON.

APPLY EPOXY PAINT IN LIEU

OF GREASE, ONLY AS
DIRECTED BY ENGINEER.

PROTECT EXPOSED P/T TENDON21.0.1

PLAN VIEW
RECAST CONC. PER
WORK ITEM SERIES 3.0
(INCIDENTAL)
CONCRETE REMOVAL AT P-T CABLE21.0
5" ±

REMOVE CONCRETE IN SECTION

SHOWN CROSS-HATCHED PER
WORK ITEM SERIES W.I. 3.0

P-T TENDON

PROVIDE VARIOUS SIZED EPOXY
COATED BAR x 6" LONG. (NOTE 1)

SECTION
NOTE:

1. WHEN PERFORMING CONCRETE REMOVALS ALONG P-T TENDON, PROVIDE TENDON SUPPORTS AS SHOWN AT 2'-0" O.C. MAX. TO MAINTAIN TENDON PROFILE. (INCIDENTAL)
1'-6" ±

PARTIAL FLOOR PLAN
3'-0"
1'-0" 1'-0" 1'-0"
6" 1'-0" 1'-0" 6" #4 HOOKED DOWELS
WITH HILTI HIT HY 200
EPOXY

P-T TENDON PAID
FOR UNDER W.I.

21.10 INTERMEDIATE STRESSING

ANCHOR PAID FOR UNDER
W.I. 21.6
A
A

SECTION A-A

P-T TENDON

LOCATION VARIES
1/2" SAW CUT TOP
AND BOTTOM TYP.
6" EMBED
TYP.
1'-6"±
(4) #4 BARS
5" ±

NEW CONCRETE AND

REINFORCING

INCLUDING DOWELS -
PAID FOR UNDER W.I.

SERIES 3.0

TENDON SPLICE

COUPLING (CENTER-PULL)

21.6 2-#4 TOP AND
BOTTOM
NOTES:

1. SEE ALSO W.I. 21.6.1.

2. INCREASE CONCRETE REMOVAL LENGTH AS REQUIRED BY STRESSING AND INSTALLATION METHODS.

3. STAGGER SPLICE COUPLERS IF MORE THAN (1) TENDON PER RUN REQUIRES REPAIR. ALTERNATE CENTER-PULL COUPLERS ON OPPOSITE SIDES OF GRID LINE.

4. NEW TENDON LENGTH SHALL BE PAID FOR UNDER W.I. 21.10 REPAIR

CONCRETE
5" ±

LEAVE EXISTING SHORING

IN PLACE TILL THE REPAIRS

ARE COMPLETED
REMOVE CONCRETE IN SECTION SHOWN.

REMOVE FULL DEPTH AT CENTER-PULL
COUPLING AND INTERMEDIATE ANCHOR.

EXISTING P-T TENDON(S) [SINGLE OR
MULTIPLE TENDONS PER RUN TYP.]

CENTER-PULL TENDON SPLICE
COUPLING PER W.I. 21.6
REMOVAL LIMIT (TYP.)

REPAIR SECTION
WORK SEQUENCE:

1. CONFIRM IF TENDON FORCE EXISTS THROUGH FLOOR EXCAVATIONS OR LIFT OFF TESTING.

ADDITIONAL TEST OPENINGS WILL BE PAID FOR UNDER W.I. 3.1.

2. IF TENDON FORCE EXISTS, THEN DE-TENSION TENDON.

3. PERFORM CONCRETE REMOVALS IN AREA SHOWN CROSS-HATCHED ONLY AFTER TENDONS HAVE BEEN DE-TENSIONED AND REQUIRED SHORING INSTALLED. CONCRETE REPAIR WORK SHALL BE PERFORMED AND PAID FOR UNDER WORK ITEM SERIES W.I. 3.0.

4. PERFORM P-T REPAIRS.

5. PLACE CONCRETE MATERIALS.

TENDON SPLICE COUPLING
(CENTER-PULL)21.6.1

NEW P-T TENDON PAID
FOR UNDER W.I. 21.10
NOTES:

1. SEE W.I. 21.6 FOR REMAINING INFORMATION.

2. MAINTAIN ORIGINAL TENDON PROFILE.

REPAIR

CONCRETE

FULL DEPTH FLOOR
REPAIR SEE W.I. 3.3
2'-0" MAX.1'-6"
1'-4" (ONE TENDON)
2'-0" (TWO TENDONS)
BEAM
1'-6" LAP MIN. (TYP.)

ORIGINAL END
ANCHOR LOCATION.

REMOVE END
ANCHOR (TYP.)

NEW REPOSITIONED
END ANCHOR. SEE
NOTE 3.

EXISTING P/T
TENDON
(TYP.)
1'-4" LAP MIN. (TYP.)
#4 w/STD. HOOK
EXIST. CONCRETE
(2) #4 TOP & BOT. (w/STD. HOOKS
AT BOT. BARS TYP.)
ADD #4 DOWELS TOP & BOTTOM
@ 12" O.C. EMBED 6" INTO
EXIST. BEAM AND ANCHOR

WITH EPOXY ADHESIVE

21.4.1 P/T TENDON END ANCHORAGE (DEAD)

21.4 NOTES:

1. THIS DETAIL TYPICALLY APPLIES NEAR AN EXISTING END ANCHOR AND STRESSING OF THE TENDON WILL OCCUR AT A DIFFERENT LOCATION. SEE DETAIL 21.4.1 FOR ADDITIONAL INFORMATION.

2. THIS REPAIR WILL BE PERFORMED IN COMBINATION WITH W.I. 21.6 FOR STRESSING OF THE TENDON.

3. DO NOT CUT EXISTING REINFORCEMENT WITHOUT WRITTEN APPROVAL FROM ENGINEER

4. LEAVE EXISTING SHORING IN PLACE TILL THE REPAIRS ARE COMPLETED.

5. DETENSION THE DAMAGED TENDON BEFORE REMOVAL OF CONCRETE AND DO SO ONLY AT ONE LOCATION AT ONE TIME.

6. REMOVE CONCRETE FROM SECTION SHOWN SHADED, INCREASE CONCRETE REMOVAL LENGTH AS REQ'D BY STRESSING AND INSTALLATION METHODS.

7. RESTRING NEW 1/2" DIA. SEVEN WIRE LOW RELAXATION STRAND. PRE-GREASE STRAND PRIOR TO RE-STRINGING. NEW STRAND SHALL BE FREE OF PITTING.

8. LOCATE SPLICE COUPLERS ALONG EXISTING TENDON PROFILE AT SLAB MIDDLE THIRD. COUPLERS SHALL HAVE 3/4" MIN COVER AFTER STRESSING.

9. INSTALL WEDGES AND TENSION TENDON TO 33 KIPS.

10. APPLY PT APPROVED GREASE WITH CORROSION INHIBITING AGENT.

PARTIAL FLOOR PLAN
2" CL.

REPAIR CONCRETE
SEE W.I. 3.0 SERIES
5" ±
2'-0" MAX.1'-6"
(W.I. 3.3)

BUMPER WALL

NEW REPOSITIONED
END ANCHOR. SEE
NOTE 3 ON DET. 21.4

ORIGINAL END

ANCHOR TO

BE REMOVED
REMOVE CONC. FULL DEPTH
WITHIN SECTIONS SHOWN.

REPAIR CONC. SEE W.I. 3.0
SERIES
#4 (TYP.)
(2) #4 - PLACE (1) TOP & (1) BOT.

BEHIND ANCHOR PLATE. EMBED 6"
INTO EXIST. SLAB AND ANCHOR
WITH EPOXY ADHESIVE.

EXIST. P/T SLAB
WORK SEQUENCE NOTES:

P/T TENDON END ANCHORAGE (DEAD)

21.4.1 1. VERIFY TENDON FULLY DETENSIONED

2. REMOVE CONCRETE FULL DEPTH PER W.I. 3.3.

3. INSTALL NEW END ANCHOR AND REINFORCEMENT.

4. PLACE CONCRETE. ALLOW ADEQUATE CONC.

STRENGTH GAIN.

5. STRESS P/T TENDON. (NOT INCLUDED IN W.I. 21.4).

6. STRESSING OCCURS AT CENTER-PULL COUPLING
(W.I. 21.6).

NOTES:

1. CONCRETE REPAIR WORK SHALL BE PERFORMED AND PAID FOR UNDER WORK ITEM SERIES 3.0. 4'-0"
(ORIGINAL POURSTRIP)
(SIDE "B")
1'-4" (ONE TENDON)
2'-0" (TWO TENDONS)
E.J.

PROVIDE #4 EA. SIDE, EQUALLY
SPACED. EMBED 6" INTO EXIST.

SLAB (MID-DEPTH) LAP 1'-0" MIN. w/
ADJACENT BAR. ANCHOR w/HILTI
HY-150 EPOXY ADHESIVE

USE NEW END ANCHOR TO

MATCH ORIGINAL ONLY IF

THE EXISTING IS CORRODED
OR DAMAGED. SEE NOTE 2
(TYP.)
EXIST. REINF. STEEL
TO REMAIN U.N.O.
(TYP.)

21.5.1 P/T TENDON END ANCHORAGE
@ POURSTRIP21.5
NOTES:

1. THIS DETAIL TYPICALLY APPLIES NEAR AN EXISTING END ANCHOR AND STRESSING OF THE TENDON WILL OCCUR AT THIS LOCATION. SEE DETAIL 21.5.1 FOR ADDITIONAL INFORMATION.

2. IF NECESSARY, PULL TENDON INTO SIDE 'B' TO PROVIDE TAIL FOR STRESSING.

3. DO NOT CUT EXISTING REINFORCEMENT WITHOUT WRITTEN APPROVAL FROM ENGINEER.

4. LEAVE EXISTING SHORING IN PLACE TILL THE REPAIRS ARE COMPLETED.

5. THIS REPAIR SHALL BE PERFORMED ONLY IF THE WEDGES POP-OUT AT LIVE END ANCHORAGE DURING DE-TENSIONING.

6. REMOVE CONCRETE FROM SECTION SHOWN SHADED, INCREASE CONCRETE REMOVAL LENGTH AS REQ'D BY STRESSING AND INSTALLATION METHODS.

7. RESTRINGING NEW 1/2" DIA. SEVEN WIRE LOW RELAXATION STRAND. PRE-GREASE STRAND PRIOR TO RE-STRINGING. NEW STRAND SHALL BE FREE OF PITTING.

8. INSTALL WEDGES AND TENSION TENDON TO 33 KIPS.

9. APPLY PT APPROVED GREASE WITH CORROSION INHIBITING AGENT.

PARTIAL FLOOR PLAN
(SIDE "A")

REPAIR CONCRETE
SEE W.I. 3.0 SERIES
(ALTERNATE)
EXIST. P/T TENDONS
TO REMAIN U.N.O.
(TYP.)
5" ±
4'-0"(SIDE "A")
(ORIGINAL POURSTRIP)
(SIDE "B")
REMOVE CONC. FULL DEPTH
WITHIN SECTIONS SHOWN.

REPAIR CONC. SEE W.I. 3.0
SERIES
E.J.

TOOLED JOINT.

SEE DETAIL 11.4

TENDON FAILURE
LOCATION (TYP.)
EXIST. P/T
SLAB
EXIST. REINF.

STEEL (TYP.)
#4 (TYP.)
WORK SEQUENCE NOTES:

P/T TENDON END ANCHORAGE (DEAD)21.5.1

1. VERIFY TENDON FULLY DETENSIONED

2. REMOVE CONCRETE FULL DEPTH PER W.I. 3.3.

3. INSTALL AND REPOSITION NEW P/T ANCHOR.

4. PLACE CONCRETE IN SIDE 'A'. ALLOW ADEQUATE CONC. STRENGTH GAIN.

5. STRESS P/T TENDON.

6. PLACE CONCRETE IN SIDE 'B'.
(ALTERNATE)

USE NEW END ANCHOR TO

MATCH ORIGINAL ONLY IF

THE EXISTING IS CORRODED
OR DAMAGED. SEE NOTE 2
(TYP.)
(N) POST-INSTALLED STEEL ANGLES40.8
EXIST. CONC.

COLUMN
EXIST. PRECAST
CONC. PANEL
INSTALL (N) L 6X10X3/4"X1'-0" (HOT
DIPPED GALV.). SECURE ANGLE TO
THE COLUMN USING (2) - 3/4" Ø HILTI

HAS SS THREADED RODS W/ HILTI
HIT-HY 200. PROVIDE 8" MIN. EMBED.

INSTALL THE NEW ANGLE BELOW
EXISTING ANGLE.
8" MIN.

SECURE ANGLE TO THE PRECAST
PANEL USING (2) - 3/4" Ø HILTI HAS SS
THREADED RODS W/ HILTI HIT-HY 200.

PROVIDE 4" MIN. EMBED.

NOTES:

1. VERIFY THE CONDITION OF ALL THE EXISTING PRECAST PANEL CONNECTIONS IN FIELD.

2. DO NOT REMOVE EXISTING CONNECTIONS, INSTALL NEW ANGLES BELOW THE EXISTING CONNECTIONS.

3. DO NOT DAMAGE EXISTING REINFORCING.

4. THE ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS REQUIRE SPECIAL INSPECTION. 4"
MIN.
10"
1'-0"
1 1/2"1 1/2"

LONGER LEG
5 1/2"1'-0"
6"
3 1/2"

SHORTER LEG

VERIFY IN FIELD

VERIFY IN FIELD

MATCH EXISTING

VERIFY IN FIELD

VERIFY IN FIELD

MATCH EXISTING
V.I.F

PAINT TRAFFIC MARKINGS

45.1 VERIFY IN FIELD
10" OC,

TYPICAL

VERIFY IN FIELD

FACE OF WALL,

WHERE APPLICABLE

CURB, WHERE APPLICABLE

CONTINUE STRIPING WHERE
APPLICABLE WITH 4" WIDE

CENTER STRIPE BETWEEN
BAYS

CENTERLINE, FOR REFERENCE

ONLY NOT TO BE PAINTED
4" WIDE WHITE PAINT

STRIPE, TYPICAL

START OF

STRIPING
STRING
END OF

STRIPING
STRING

DO NOT PAINT EXTENSION,

SHOWN FOR REFERENCE ONLY

MATCH EXISTINGMATCH EXISTING

MATCH EXISTINGMATCH EXISTING
B
BB
12345
D
C
B
A
SHEET
TITLE
AGENCY

MANAGEMENT
ISSUED

PROJECT
SEAL

CONSULTANT
LIONAKIS PROJECT NO:

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY 0 1/4" 1/2" 1" 2"
CLIENT
9/15/2021 4:21:16 PM H:\_Revit\__RevitLocalFiles\[email protected] 019124.03

CITY OF SACRAMENTO

FULL RE-OPENING
1000 I ST,
SACRAMENTO, CA 95814

CITY HALL GARAGE
1919 Nineteenth Street
Sacramento CA 95811
P 916.558.1900 F 916.558.1919
www.lionakis.com

MARK DATEDESCRIPTION
C
WALKER

S O N S U L T A N T
www.walkerconsultants.com
601 California Street
Suite 820
San Francisco, CA 94105
415.644.0630 Ph
A042622FOR PERMIT
CONSULTANT PROJECT NO:

DRAWN BY:

CHECKED BY:
33-002293.02
HK
VII
B06 22PLAN CHECK #1
R-502

REPAIR DETAILS
15 By:

City of Sacramento Plan Review

APPROVED
Daniel Valencia
on Jul 06, 2022

STRUCTURAL
This set of plans and specifications must be
kept on the job at all times and it is unlawful to
make any changes or alterations from the
same without written permission from the
Building Inspection Division.

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

By:

ISSUED BY
Community Development Department
Brad Marchetti
on Aug 12, 2022

ADDENDUM #1

B22014541003

CITY HALL GARAGE FIRE REPAIRS

October 11, 2022

To all Potential Bidders:

Attached hereto are addenda items, which shall be incorporated into the Request for Qualifications (RFQ) for above noted project. These changes shall be considered as part of the original documents, as if they were originally provided therein, and as such shall be used as contractual documents. All other terms, conditions, and specifications of the Request for Qualifications remain unchanged. Bidders must acknowledge receipt of this addendum prior to the hour and date specified in the RFQ , or as amended, by one of the following methods:

(a) By acknowledging receipt, in the proposal response submitted; or (b) By separate letter which includes a reference to the RFQ and addendum number.

Failure to acknowledge receipt of this addendum in one of the above methods and cause acknowledgment to be received by the City Clerk Office at 915 I Street, Sacramento, CA 95814, prior to the hour and date specified in the RFQ , may result in rejection of your offer. If by virtue of this addendum you decide to change a proposal already submitted, such change may be made by letter, provided such letter makes reference to the RFQ number and this addendum, and is received prior to the opening hour and date specified.

For any contractual questions related to this Addendum, contact kwise @cityofsacramento.org or at 916.808.4011. For technical questions contact the project manager, James Christensen , at [email protected].

Very truly yours,

Kirsten Wise
Contracts & Compliance Specialist

Bid Number B22014541003
ADDENDUM #1 DATE: October 11, 2022

CITY HALL GARAGE FIRE REPAIRS

Addendum #1 Includes:

Item 1.

Sign-in sheet for Mandatory Pre-bid meeting attached.

UNCHANGED PORTIONS OF THE SPECIFICATIONS REMAIN IN EFFECT.

ADDENDUM #2

B22014541003

CITY HALL GARAGE FIRE REPAIRS

October 19, 2022

To all Potential Bidders:

Attached hereto are addenda items, which shall be incorporated into the Request for Qualifications (RFQ) for above noted project. These changes shall be considered as part of the original documents, as if they were originally provided therein, and as such shall be used as contractual documents. All other terms, conditions, and specifications of the Request for Qualifications remain unchanged. Bidders must acknowledge receipt of this addendum prior to the hour and date specified in the RFQ , or as amended, by one of the following methods:

(a) By acknowledging receipt, in the proposal response submitted; or (b) By separate letter which includes a reference to the RFQ and addendum number.

Failure to acknowledge receipt of this addendum in one of the above methods and cause acknowledgment to be received by the City Clerk Office at 915 I Street, Sacramento, CA 95814, prior to the hour and date specified in the RFQ , may result in rejection of your offer. If by virtue of this addendum you decide to change a proposal already submitted, such change may be made by letter, provided such letter makes reference to the RFQ number and this addendum, and is received prior to the opening hour and date specified.

For any contractual questions related to this Addendum , contact kwise @cityofsacramento.org or at 916.808.4011. For technical questions contact the project manager, James Christensen , at [email protected].

Very truly yours,

Kirsten Wise
Contracts & Compliance Specialist

Bid Number B22014541003
ADDENDUM #2 DATE: October 19, 2022

CITY HALL GARAGE FIRE REPAIRS

Addendum #2 Includes:

Item 1.

Revisions to Drawings

The bid due date has been moved to October 26, 2022, at 2:00 PM.

UNCHANGED PORTIONS OF THE SPECIFICATIONS REMAIN IN EFFECT.

ADDENDUM
l:\2019\019124.03 cos 10th & i shoring\08_structural\full re-opening phase\addendum 1\addendum 1 ltr rev 221019.docx Addendum No. 2
October 13, 2022
To all bidders for furnishing all labor and materials necessary and required for constructing:

City Hall Garage Full Re-Opening
1000 I Street
Sacramento, CA 95814
This addendum forms a part of the Contract Documents and modifies the original Bidding Documents dated August 12, 2022. Acknowledge all addenda in the space provided on the Bid Form ; failure to do so will result in disqualification of the bidder.

REVISIONS TO DRAWINGS:

1. Sheet R-001: Revise Work Item Schedule; Add item 1.2 “Existing Shoring Removal”.

2. Sheet R-102: Add new note 4; “REMOVE AND DISPOSE OF SHORING AFTER REPAIRS ARE COMPLETE AND CONCRETE HAS ATTAINED REQUIRED STRENGTH. CUT EXISTING ANCHOR BOLTS FLUSH WITH CONCRETE SURFACE AND PATCH WITH NON-SHRINK GROUT. PAINT TO MATCH EXISTING.”

3. Sheet R-102: Add work item keynote 45.1; “REMOVE TEMPORARY LANE MARKINGS IN THIS AREA AND RE-STRIPE TO MATCH THE ORIGINAL LAYOUT.”

4. Sheet R-103: Add new note 4; “REMOVE AND DISPOSE OF SHORING AFTER REPAIRS ARE COMPLETE AND CONCRETE HAS ATTAINED REQUIRED STRENGTH. CUT EXISTING ANCHOR BOLTS FLUSH WITH CONCRETE SURFACE AND PATCH WITH NON-SHRINK GROUT. PAINT TO MATCH EXISTING.”

5. Sheet R-103: Add work item keynote 45.1; “REMOVE TEMPORARY LANE MARKINGS IN THIS AREA AND RE-STRIPE TO MATCH THE ORIGINAL LAYOUT.”

6. Sheet R-103A: Add new note 4; “REMOVE AND DISPOSE OF SHORING AFTER REPAIRS ARE COMPLETE AND CONCRETE HAS ATTAINED REQUIRED STRENGTH. CUT EXISTING ANCHOR BOLTS FLUSH WITH CONCRETE SURFACE AND PATCH WITH NON-SHRINK GROUT. PAINT TO MATCH EXISTING.”

7. Sheet R-501, Detail 2; Remove detail.

8. Sheet R-502, Detail 21.4; Revise note 7 as follows: “RESTRING NEW 1/2” DIA. SEVEN WIRE LOW RELAXATION STRAND. CLEAN & INTRODUCE NEW GREASE INTO THE EXSITING SHEATHING AND PRE-GREASE STRAND PRIOR TO RE-STRINGING. NEW STRAND SHALL BE FREE OF PITTING.”

9. Sheet R-502, Detail 21.5; Remove detail.

END OF ADDENDUM
GENERAL RESTORATION NOTESA.CONSTRUCTION:1.CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT CALIFORNIA BUILDING CODE, ALL APPLICABLE FEDERAL, STATE OF CALIFORNIA AND CITY OF SACRAMENTO CODES AND ORDINANCES, INCLUDING FIRE AND O.S.H.A. REGULATIONS.2.THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY KNOWN NONCONFORMITY WITH THE INTENT OF THE CONSTRUCTIONDOCUMENTS AND AS-BUILT CONDITIONS TO THE APPLICABLE CODES, LAWS OR ORDINANCES AND REQUEST CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH WORK WHICH IS DEEMED IN CONFLICT WITH THE APPLICABLE CODES, LAWS OR ORDINANCES.3.FIRE SAFETY DURING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL COMPLY WITH 2018 NFPA 1.4.ALL MATERIAL PROPERTIES SHALL BE AS NOTED IN SPECIFICATIONS, UNLESS NOTED ON DRAWINGS.5.PRIOR TO FABRICATION OF ANY ASSEMBLIES OR PLACEMENT OF ANY REPAIR MATERIAL, CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS. REPORT ALL DISCREPANCIES TO THE ENGINEER IMMEDIATELY.6.DO NOT SCALE DRAWINGS.B.CONSTRUCTION DOCUMENTS:1.CONSTRUCTION DOCUMENTS ENTITLED “CITY HALL GARAGE FULL RE-OPENING” INCLUDES THESE DRAWINGS AND SEPARATELY BOUND SPECIFICATIONS. FOR PURPOSES OF PERFORMING THE WORK, DRAWINGS AND SPECIFICATIONS SHALL BE CONSIDERED A SINGLE UNIT. IN THE EVENT OF CONFLICT BETWEEN THE DRAWINGS AND SPECIFICATIONS CONTACT THE ENGINEER FOR CLARIFICATION.2.THE EXTENT OF REPAIR AREAS SHOWN ON THE DRAWINGS INDICATES ENGINEER'S ESTIMATES ONLY. THE ESTIMATED UNIT QUANTITIES INCLUDED IN THE BID DOCUMENTS ARE BASED ON THE ENGINEER'S ESTIMATED UNITS FOR BID PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE ACTUAL EXTENT AND LOCATIONS OF REPAIR AREAS. THE ACTUAL REPAIR QUANTITIES SHALL BE VERIFIED AND AGREED UPON BY THE ENGINEER PRIOR TO COMMENCING THE REPAIR WORK.3.WHEN THE PLANS INCLUDE INFORMATION PERTAINING TO PRELIMINARY INVESTIGATIONS AND CONDITION SURVEY, SUCH INFORMATION REPRESENTS ONLY THE OPINION OF THE ENGINEER AS TO THE LOCATION, CHARACTER, OR QUANTITY OF THE MATERIALS ENCOUNTERED AT THE TIME OF THE EVALUATION. THE OWNER & ENGINEER DO NOT WARRANT AND MAKE NO GUARANTEE THAT CONDITIONS INDICATED ARE REPRESENTATIVE THROUGHOUT THE PROJECT OR THAT UNANTICIPATED FIELD CONDITIONS WILL NOT OCCUR.4.WORK SHALL BE PERFORMED IN COORDINATION WITH CONSTRUCTION OBSERVATIONS BY THE ENGINEER TO DETERMINE IF THE EXPOSED EXISTING CONSTRUCTION IS AS ASSUMED IN THE DESIGN.5.DIMENSIONS SHOWN ON PLANS ARE BASED ON ORIGINAL CONSTRUCTION DOCUMENTS. THE CONTRACTOR IS REQUIRED TO FIELD VERIFY ALL CONDITIONS FOR THE PURPOSE OF PREPARING THE BID AND PERFORMING THE WORK.6.REFER TO SPECIFICATION SECTION 020010 FOR SCOPE, DESCRIPTION AND REQUIREMENTS OF WORK.C.EXISTING STRUCTURE: 1.CONSTRUCTION DOCUMENTS RELY ON THE ORIGINAL CONSTRUCTION DOCUMENTS, INCLUDING:·CITY OF SACRAMENTO CIVIC CENTERPLAZA PARKING GARAGEMARR-SCHAFFER & ASSOCIATES02/22/19912.THE EXISTING STRUCTURE WAS ASSUMED TO BE DESIGNED PER THE FOLLOWING BUILDING CODES:·1998 UNIFORM BUILDING CODE3.TO THE ENGINEER'S KNOWLEDGE, NO OUTSTANDING ENVIRONMENTAL CONCERNS ARE PRESENT ON SITE. IF AN OUTSTANDING ENVIRONMENTALCONCERN IS IDENTIFIED DURING CONSTRUCTION, THE CONTRACTOR IS TO BRING THIS TO THE ATTENTION OF THE ENGINEER AND OWNER.4.IT IS THE CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE ITSELF WITH THE ORIGINAL CONSTRUCTION DRAWINGS FOR THE WORK AREAS. ALL SIGNIFICANT DEVIATIONS ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER.D.DETAILS AND SYMBOLS:1.REPAIR DETAILS ARE SHOWN ON DRAWINGS SERIES R-500, AND ARE IDENTIFIED AS TWO-DIGIT (X.X) DETAILS, WHERE APPLICABLE.2.DETAILS WITH A LAST DIGIT OTHER THAN 0 AND LABELED (FOR CLARIFICATION ONLY) DO NOT REPRESENT A SEPARATE PRICE ITEM. THESE DETAILS SUPPLEMENT THE BASIC DETAIL TO PROVIDE ADDITIONAL INFORMATION. IN SOME CASES, THESE DETAILS SHOW VARIATION(S) OF THE TYPICAL CONDITION.3.THREE-DIGIT REPAIR DETAILS (X.X.X) DO NOT REPRESENT A SEPARATE PRICE ITEM. THESE DETAILS SUPPLEMENT THE BASIC DETAIL TO PROVIDE ADDITIONAL INFORMATION OR SHOW VARIATION OF THE TYPICAL CONDITION.4.WHERE THE WORK ITEM BUBBLE IS NOTED “TYP,” IT IS DEFINED AS FOLLOWS: THE WORK ITEM OCCURS AT ALL LOCATIONS WHERE THE APPLICABLE WORK ITEM, DETERIORATING CONDITION, FEATURE, OR DESIGNATION SYMBOL OCCURS ON THAT PLAN.5.WHERE “T.A.R.” IS NOTED, IT MEANS THERE MAY BE AREAS OF THIS WORK IN ADDITION TO THE PARTICULAR DESIGNATED AREAS.6.WHERE TWO OR MORE WORK ITEM BUBBLES ARE GROUPED TOGETHER, IT MEANS ANY OR ALL OF THE REFERENCED WORK ITEMS MAY BE APPLICABLE. COORDINATION OF WORK ITEMS IS THE CONTRACTOR'S RESPONSIBILITY.7.WHEN A WORK ITEM OR DETAIL IS LISTED AS INCIDENTAL THAT WORK IS INCLUDED IN THE PAY UNIT OF OTHER WORK ITEMS AND DOES NOT HAVE A SEPARATE PRICE.8.WHEN A DETAIL IS LABELED (FOR REFERENCE ONLY) IT PROVIDES INFORMATION ONLY ABOUT INCIDENTAL WORK AND DOES NOT HAVE A PAY UNIT.E.GENERAL CONCRETE REQUIREMENTS:1.CAST-IN-PLACE CONVENTIONAL CONCRETE (PATCHING/FULL DEPTH) (033021)COMPRESSIVE STRENGTH5000 PSI AT 28 DAYSWATER-CEMENT RATIO 0.40 MAX.MAX. SIZE AGGREGATE1/2 IN. (SELECT LARGER AGG. FOR SECTION > 1/2 IN)SLUMP (MAXIMUM)6" W/ SUPER PLASTICIZER (AFTER WATER REDUCER ADDITION)AIR CONTENT7% ± 1-1/2%CEMENT CONTENT658 LB./C.Y.MIN.2.PREPACKAGED REPAIR MATERIAL (033760) COMPRESSIVE STRENGTH5000 PSI AT 28 DAYS ENGINEER SHALL BE NOTIFIED A MINIMUM OF 24 HOURS FOR INSPECTION OF PREPARED CONCRETE SURFACES.F.CONCRETE PROTECTION FOR REINFORCEMENT:1.THE FOLLOWING APPLIES FOR FULL SECTION CONCRETE REPLACEMENT OR PARTIAL DEPTH REPAIRS WHERE SHOWN ON THE DRAWINGS.2.THE MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE PER ACI 318-14, SECTION 20.6.3.WHERE EXISTING CONDITIONS CONFLICT WITH IMPLEMENTING THE ABOVE, REPORT TO THE OWNER IMMEDIATELY. FOR ANY CONFLICTS WITH SURFACE DRAINAGE PROFILE, REPORT TO THE OWNER IMMEDIATELY.G.EPOXY COATING FOR REINFORCEMENT AND ANCHORS:1.EPOXY COAT ALL REINFORCEMENT, EXCEPT EXISTING WELDED WIRE REINFORCING ENCOUNTERED IN THE CONCRETE, U.N.O..H.SHORING AND BRACING:1.CONTRACTOR SHALL PROVIDE ALL SHORING, BRACING, SHEETING, ETC. REQUIRED FOR SAFETY AND PROPER EXECUTION OF THE WORK.2.CONTRACTOR IS SOLELY RESPONSIBLE TO PREPARE SHOP DRAWINGS FOR PROTECTIVE SCAFFOLDING, BRACING, AND SHORING MEMBERS DESIGNED AND STAMPED / SEALED BY A PROFESSIONAL ENGINEER (REGISTERED IN THE STATE OF CALIFORNIA) AND SUBMIT THEM TO THE PROJECT ENGINEER FOR REVIEW.3.THE DESIGN OF THE SHORING AND BRACING MEMBERS SHALL INCLUDE ALL CHANGES IN THE STRUCTURE CAUSED BY THE SHORING AND BRACING.I.EXISTING SERVICES AND UTILITIES:1.CONTRACTOR SHALL REVIEW ALL EXISTING CONDITIONS TO DETERMINE ALL ELECTRICAL AND MECHANICAL SERVICES AND UTILITIES AFFECTED BY THE REPAIR WORK. MAKE NECESSARY TEMPORARY CONNECTIONS TO MAINTAIN EXISTING SERVICES TO ALL AREAS OF THE PARKING GARAGE AND/OR OTHER AREAS (NOT IN CONTRACT) AFFECTED BY THE WORK. THE CONTRACTOR SHALL SUBMIT THE METHODS AND SCHEDULE OF CONNECTIONS FOR THE OWNER'S APPROVAL PRIOR TO COMMENCEMENT.2.PROVIDE A MINIMUM 72 HOUR NOTICE TO THE OWNER REPRESENTATIVE PRIOR TO ANY INTERRUPTIONS IN UTILITY SERVICES.J.CONSTRUCTION PHASING, SEQUENCING AND TRAFFIC MAINTENANCE1.WORK SEQUENCE AND PHASING SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE AND ALL IDENTIFIED PROJECT REPRESENTATIVES.2.OWNER WILL CONTINUE TO USE STRUCTURE DURING RESTORATION. CONTRACTOR MUST PHASE AND ARRANGE WORK TO MAINTAIN ACCESS AT ALL TIMES TO ALL AREAS THAT ARE NOT UNDER CONSTRUCTION FOR BOTH VEHICLES AND PEDESTRIANS.3.WORK HOURS ARE 8 AM - 6 PM, MONDAY - FRIDAY. THE CONTRACTOR SHALL VERIFY WORK HOURS WITH THE OWNER. CONTRACTOR SHALL COORDINATE OFF-HOURS, WEEKEND, AND HOLIDAY WORK WITH OWNER AT LEAST 72 HOURS IN ADVANCE.4.CONTRACTOR SHALL COORDINATE LOCATIONS AND PROGRESS OF WORK ON A DAILY BASIS WITH OWNER REPRESENTATIVES.5.THE CONTRACTOR IS RESPONSIBLE FOR COLLECTION AND REMOVAL OF ALL CONSTRUCTION DEBRIS ON A DAILY BASIS, AND THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION, SATISFACTORY TO THE OWNER.6.6.THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL ADJACENT STRUCTURES, LANDSCAPING, AND OTHER SURFACES AND ITEMS WHICH COULD BE AFFECTED BY THE WORK.K.MISCELLANEOUS REQUIREMENTS1.THE CONTRACTOR IS RESPONSIBLE FOR COLLECTION AND REMOVAL OF ALL CONSTRUCTION DEBRIS ON A DAILY BASIS, AND THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION, SATISFACTORY TO THE OWNER.2.THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL ADJACENT STRUCTURES, LANDSCAPING, AND OTHER SURFACES/ITEMS WHICH COULD BE AFFECTED BY THE WORK.3.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ANY REQUIRED SECURITY AT THE WORK SITE, SIDEWALK PROTECTION, IF REQUIRED, AND BARRICADES. ANY SITE RELATED PROTECTION, BARRICADES AND SECURITY SHALL BE COORDINATED WITH THE OWNER.4.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS, AND AUTHORIZATIONS PRIOR TO BEGINNING THE WORK.5.THE OWNER RESERVES THE RIGHT TO PERFORM OTHER WORK IN CONJUNCTION WITH THE PROJECT. COORDINATE ALL WORK WITH OTHER CONTRACTORS.L.POST-INSTALLED ANCHORS1.EXPANSION ANCHORS - HILTI KWIK BOLT TZ SS 316, UNLESS NOTED.2.ADHESIVE ANCHORS - HILTI HIT HY 200, UNLESS NOTED.3.CONTRACTOR SHALL LOCATE EXISTING EMBEDDED REINFORCEMENT USING NON-DESTRUCTIVE TESTING PRIOR TO FABRICATION OF ATTACHMENTS OR DRILLING OF HOLES. NOTIFY ENGINEER OF OBSTRUCTIONS THAT WILL PREVENT INSTALLATION OF ANCHORS AT DESIGN LOCATIONS.4.POST-INSTALLED ANCHORS MUST BE INSTALLED USING THE SPACING AND EDGE DISTANCES GIVEN ON THE PLANS OR DETAILS. IF FIELD CONDITIONS DICTATE THAT ANCHOR SPACING OR EDGE DISTANCE BE MODIFIED, THE CONTRACTOR SHALL SUBMIT A FIELD SKETCH TO THE ENGINEER FOR REVIEW PRIOR TO MAKING ANY MODIFICATIONS.5.POST-INSTALLED ANCHOR HOLES MUST BE DRILLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS.6.ADHESIVE ANCHORS SHALL BE INSTALLED BY AN ACI-CRSI CERTIFIED "ADHESIVE ANCHOR INSTALLER".7.ALL MIS-DRILLED OR UNACCEPTABLE HOLES SHALL NOT BE USED AND SHALL BE GROUTED SOLID.

M.STRUCTURAL STEEL NOTES1.ALL STEEL SHAPES, SECTIONS, ANCHORS, CONNECTIONS, AND ASSEMBLIES TO BE HOT-DIPPED GALVANIZED. FY, PSIASTM A) STRUCTURAL SHAPESa. M-SHAPES, S-SHAPES, HP-50,000 A992 SHAPES, CHANNELS, ANGLESB) ANCHOR RODS36,000 A36 N.GENERAL P/T REPAIR NOTES1.TENDONS ARE NEAR THE FLOOR SURFACE. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION DURING SAWCUTTING AND REMOVALS SO AS NOT TO DAMAGE EXISTING TENDONS OR TENDON SHEATHS. TENDONS MAY BREAK WITH EXPLOSIVE FORCE DURING REMOVALS OR WHEN CUT. CHIPPING WITH 15 LBS. HAMMERS SHALL BE USED IN LIEU OF SAWCUTTING NEAR SHALLOW TENDONS.2.CAUTION IS REQUIRED WHEN PERFORMING CONCRETE REMOVALS. ELEVATIONS OF P/T TENDONS IN BEAMS VARY. COORDINATE INSPECTION OF EXPOSED TENDONS FOLLOWING CONCRETE REMOVALS.3.CONTRACTOR IS SOLELY RESPONSIBLE FOR THE FOLLOWING:·TRAINING AND MONITORING HIS WORK FORCE CONCERNING THE SAFETY PROCEDURES THAT SHOULD BE EMPLOYED IN THE EXECUTIONOF THIS WORK.·MAINTAINING STABILITY OF THE STRUCTURE AND ELEMENTS WITHIN THE STRUCTURE, DURING REPAIR WORK, INCLUDING BUT NOTLIMITED TO THE INSTALLATION OF SHORING AND BRACING.·WHERE REQUIRED, CONTRACTOR SHALL SUBMIT SEALED DRAWINGS AND CALCULATIONS FROM QUALIFIED STRUCTURAL ENGINEER,LEGALLY REGISTERED IN STATE OF CALIFORNIA TO PERFORM SUCH CALCULATIONS AND DRAWINGS.4.DURING THE REPAIR SEQUENCE, SHORING MAY BE REQUIRED ALONG THE TENDON RUN. AS A MINIMUM, SHORES SHALL BE INSTALLED AT ALL SITES ALONG THE TENDON RUN PER WI 21.12 WHEN THREE OR MORE ADJACENT TENDON FAILURES OCCUR.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING AVAILABLE ORIGINAL DRAWINGS. REVIEW ORIGINAL DRAWINGS AND COORDINATE REPAIR PROCEDURES PRIOR TO PROCEEDING WITH THE WORK. EXACT LOCATIONS OF EXISTING P/T TENDONS AND ANCHORS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONCRETE REMOVALS. EXISTING REINFORCING STEEL NOT SHOWN ON REPAIR DETAILS (U.N.O). DO NOT CUT ANY REINFORCING, UNLESS DIRECTED BY ENGINEER IN WRITING.6.P/T REPAIRS AND DE-TENSIONING PROCEDURES SHALL BE REVIEWED AT PRE-CONSTRUCTION OR PRE-INSTALLATION MEETING. NO DEVIATION FROM WRITTEN, AGREED UPON PROCEDURES WILL BE ALLOWED UNLESS DIRECTED IN WRITING BY THE ENGINEER. AS A MINIMUM, DURING DE-TENSIONING OPERATIONS, CLOSE ALL FLOOR SPANS INCLUDING LEVEL BELOW, BEING DE-TENSIONED, TO PREVENT INJURY IN THE EVENT OF A TENDON POPPING OUT OF THE SLAB.7.NOT ALL TENDON FAILURES ARE IN AREAS OF FLOOR DELAMINATION. PERFORM REMOVAL OF ALL SOUND CONCRETE AS REQUIRED TO EXPOSE TENDONS AND ANCHORS.8.MAINTAIN ORIGINAL TENDON PROFILES WITHIN CONCRETE REMOVAL AREAS. SEE DETAIL 21.0.1 FOR SPECIFIC REQUIREMENTS. DO NOT REMOVE CONCRETE BELOW TENDONS UNLESS REQUIRED FOR SPLICING REPAIRS OR TO REPLACE DAMAGED SHEATHING.9.TENDONS MAY OCCUR INDIVIDUALLY OR BUNDLED.10.DO NOT DAMAGE TENDONS IN REPAIR AREA. CONTRACTOR-CAUSED DAMAGE TO TENDONS SHALL BE REPAIRED AS DIRECTED BY ENGINEER AT NO COST TO OWNER.11.ALL P/T REPAIRS SHALL BE REVIEWED BY ENGINEER PRIOR TO COMMENCING WORK RELATED TO P/T REPAIR.12.PRESTRESSING STRAND: ASTM A416, GRADE 270, UNCOATED, SEVEN-WIRE, LOW-RELAXATION STRAND WITH MINIMUM ULTIMATE STRENGTH OF 270 KSI.13.DETENSION THE DAMAGED TENDON BEFORE REMOVAL OF CONCRETE AND DO SO ONLY AT ONE LOCATION AT ONE TIME. INCREASE CONCRETE REMOVAL LENGTH AS REQUIRED BY STRESSING AND INSTALLATION METHODS. RESTRING NEW 1/2" DIA, SEVEN WIRE LOW RELAXATION STRAND, INSTALL WEDGES AND STRESS THE TENDON TO 33 KIPS. THE NEW STRAND SHALL BE FREE OF PITTING AND PRE-GREASE THE STRAND PRIOR TO RE-STRINGING.14.DO NOT CUT EXISTING REINFORCING WITHOUT WRITTEN APPROVAL FROM ENGINEER. ADDITIONAL REINFORCING STEEL REQUIRED SHALL BE GRADE 60 UNLESS NOTED.N.TESTING & INSPECTION NOTES1.FOLLOWING TESTS AND INSPECTION SHALL BE PERFORMED BY AN INDEPENDENT TESTING AND INSPECTION AGENCY EMPLOYED BY OWNER AND APPROVED BY ENGINEER AND BUILDING OFFICIAL. TEST AND INSPECTION REPORTS SHALL BE SUBMITTED FOR APPROVAL TO ENGINEER AND BUILDING OFFICIAL. CONFORM TO REQUIREMENTS OF IBC SECTIONS 109 AND 1704.

O.ABBREVIATIONS13.APPROX=APPROXIMATELY14.BM=BEAM15.BOT=BOTTOM16.CIP=CAST IN PLACE17.CLR=CLEARANCE18.COL=COLUMN19.CONC=CONCRETE20.DET=DETAIL21.EA=EACH22.EE=EACH END23.ES=EACH SIDE24.EMBED= EMBEDMENT LENGTH25.EXIST=EXISTING26.FIN=FINISHED27.FL=FLOOR28.IN=INCHES29.INC=INCIDENTAL30.L.F=LINEAR FOOT31.LS=LUMP SUM32.MAX.= MAXIMUM33.MIN.=MINIMUM34.N/A=NOT APPLICABLE35.NIC=NOT IN CONTRACT36.NTS=NOT TO SCALE37.OC= ON CENTER38.OH =OPPOSITE HAND39.REINF=REINFORCEMENT40.REQ'D=REQUIRED41.SEOR=STRUCTURAL ENGINEER OF RECORD42.SF=SQUARE FOOT43.SIM=SIMILAR44.SPEC=SPECIFICATION45.SUPT=SUPPORTED46.T= TOP47.TAR=TYPICAL AS REQUIRED48.TYP=TYPICAL49.UN OR UNO=UNLESS NOTED OTHERWISE50.WI=WORK ITEM REQUIRED VERIFICATION AND INSPECTIONCONT.PERIODIC A. CONCRETE CONSTRUCTION1. INSPECTION OF REINFORCEMENT INCLUDING PRESTRESSING TENDONS, AND VERIFY PLACEMENT X 2. INSPECT ANCHORS POST0INSTALLED IN HARDENED CONCRETE MEMBERSa. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESISTSUSTAINED TENSION LOADS X b. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.a X 3. VERIFYING USE OF REQUIRED DESIGN MIX X 4. PERFORM SAMPLING AND TESTING OF CONCRETE ACCORDING TO SPECIFICATIONS X 5. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES X 6. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES X 7. INSPECTION OF PRESTRESSED CONCRETE:a. SHEATHING INSPECTION AND REPAIR PRIOR TO PLACING CONCRETE (SEE SPECIFICATION SECTION 033816) X b. APPLICATION OF PRESTRESSING FORCES X c. TIMELY INSTALLATION OF END CAPS AT POST-TENSIONED LIVE END ANCHORS (SEE SPECIFICATIONSECTION 033816) X 8. VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST-TENSIONEDCONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS X 9. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF CONCRETE MEMBER BEING FORMED X 10. VERIFY FINISH OF CONCRETE SLABS AND FLOORS (SEE SPECIFICATION SECTION 033000) X 11. VERIFY LOCATION AND CONSTRUCTION OF POUR STRIPS AND JOINTS IN CONCRETE SLABS AND FLOORS (SEESPECIFICATION SECTION 033000 AND STRUCTURAL DRAWINGS) X B. MISCELLANEOUS ITEMS1. VERIFY INSTALLATION OF TRAFFIC TOPPING MEMBRANES, AND JOINT SEALANTS X - CONSTRUCTION JOINT (C.J.)- FLOOR SPALL OR DELAMINATION- EXPANSION JOINT (E.J.)LEGEND

00.0WORK ITEM IDENTIFICATION(SEE SPECIFICATIONS)WORK ITEM NUMBER - CEILING SPALL OR DELAMINATION
B
B
B
B
12345
D
C
B
A
SHEET
TITLE
AGENCY

MANAGEMENT
ISSUED

PROJECT
SEAL

CONSULTANT
LIONAKIS PROJECT NO:

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY01/4"1/2"1" 2" CLIENT
9/15/2021 4:21:16 PMH:\_Revit\__RevitLocalFiles\[email protected] 019124.03

CITY OF SACRAMENTO
FULL RE-OPENING1000 I ST,SACRAMENTO, CA 95814CITY HALL GARAGE 1919 Nineteenth StreetSacramento CA 95811P 916.558.1900 F 916.558.1919www.lionakis.com

MARKDATEDESCRIPTION

CWALKERS ONSULTANT
www.walkerconsultants.com601 California StreetSuite 820San Francisco, CA 94105415.644.0630 Ph A042622FOR PERMIT
CONSULTANT PROJECT NO:DRAWN BY:CHECKED BY:33-002293.02HKVII B060822PLAN CHECK #1C101922ADDENDUM #1
R-001
GENERAL NOTES, W.I.SCHEDULE & LEGEND
WORK ITEM SCHEDULECITY HALL GARAGE FULL RE-OPENINGWORKITEMDESCRIPTIONUNITSQUANTITY PART I:GENERAL REQUIREMENTS / PRELIMINARY MATTERS1.0GENERAL REQUIREMENTS1.1Project Mobilization & General RequirementsL.S.1 1.2Existing Shoring RemovalL.S.1 1.3General Construction AllowanceL.S.1 PART II:CONCRETE FLOOR / CEILING SURFACES3.0CONCRETE FLOOR REPAIR3.1Floor Repair - Partial Depth / ShallowS.F.300 3.3Floor Repair - Full DepthS.F.120 4.0CONCRETE CEILING REPAIR4.1Ceiling Repair - Partial Depth / ShallowS.F.500 PART IV:CRACKS AND JOINTS11.0CRACK AND JOINT REPAIR11.5Epoxy InjectionL.F.120 PART V:FLOOR SURFACE PROTECTION16.0TRAFFIC TOPPING16.1Traffic Topping - VehicularS.F.2262 PART VI:POST-TENSIONING SYSTEMS21.0P/T SYSTEM REPAIR - MONOSTRAND21.4P/T Tendon End Anchorage (Dead)EA.10 21.6Tendon Splice Coupling (Center-Pull)EA.10 21.10Replace Embedded P/T TendonL.F.480 PART IX:METAL WORK40.0CONNECTIONS / BEARINGS40.8Install New Post-Installed Steel AnglesEA.7 45.0PAINTING45.1Paint Traffic MarkingsL.S.1 A
A.7
A.9
B
A.1
A.3
B.3
B.7
B.8
C
C.3
C.8
C.9
D
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
C.5
14'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"14'-0" 17'-0"17'-0"17'-0" 17'-0"17'-0"17'-0"23'-1 1/2"14'-0"1'-0" 17'-0"8 1/2" 2'-5" 1'-0" 31 13 13
31 S-1S-2S-2S-3R
S-5
S-3LS-3R
S-1
S-5

I STREET

IMPROV ALLEY
11TH STREET
10TH STREET
VAN
VAN
VAN

AREA OF WORK
TAR

TAR AT THROUGHSLAB CRACKS

3.1 11.5

16.1 40.8 45.1
NOTE:CONTRACTOR IS RESPONSIBLE FOR DETERMINING ACTUALEXTENT AND LOCATIONS OF REPAIR AREAS IN ACCORDANCEWITH THE SPECIFICATIONS, WORK ITEM IS SHOWN ONLY TOREPRESENT THE TYPES OF DETERIORATION.

11.1TAR11.7 45.1REMOVE TEMPORARY LANEMARKINGS IN THIS AREA ANDRE-STRIPE TO MATCH THEORIGINAL LAYOUT C
C
SECOND FLOOR PLAN1NORTHTRUE
12345
D
C
B
A
SHEET
TITLE
AGENCY

MANAGEMENT
ISSUED

PROJECT
SEAL

CONSULTANT
LIONAKIS PROJECT NO:

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY01/4"1/2"1" 2" CLIENT
9/15/2021 4:21:16 PMH:\_Revit\__RevitLocalFiles\[email protected] 019124.03

CITY OF SACRAMENTO
FULL RE-OPENING1000 I ST,SACRAMENTO, CA 95814CITY HALL GARAGE 1919 Nineteenth StreetSacramento CA 95811P 916.558.1900 F 916.558.1919www.lionakis.com

MARKDATEDESCRIPTION

CWALKERS ONSULTANT
www.walkerconsultants.com601 California StreetSuite 820San Francisco, CA 94105415.644.0630 Ph A042622FOR PERMIT
CONSULTANT PROJECT NO:DRAWN BY:CHECKED BY:33-002293.02HKVII B060822PLAN CHECK #1C101922ADDENDUM #1
R-102
SECOND FLOOR PLANNOTES:1. INDICATES VEHICULAR BARRICADE.2. INDICATES A REGION OF NO PARKING PERMITTED.3.LEAVE EXISTING SHORING IN PLACE TILL THE REPAIRS ARE COMPLETED.4.REMOVE AND DISPOSE OF SHORING AFTER REPAIRS ARE COMPLETE AND CONCRETE HAS ATTAINED REQUIRED STRENGTH. CUTEXISTING ANCHOR BOLTS FLUSH WITH CONCRETE SURFACE AND PATCH WITH NON-SHRINK GROUT. PAINT TO MATCH EXISTING.5.W.I. 11.5 REQUIRES ACCESS TO THE TENANT SPACES BELOW TO PERFORMTHE THROUGH SLAB CRACK REPAIRS AT SECOND LEVEL.

A
A.7
A.9
B
A.1
A.3
B.3
B.7
B.8
C
C.3
C.8
C.9
D
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
C.5
14'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"14'-0" 17'-0"17'-0"17'-0" 17'-0"17'-0"17'-0"23'-1 1/2"14'-0"1'-0" 17'-0"8 1/2" 2'-5" 1'-0" 42 24 24
42 MOUNT S-4ABOVE S-5

I STREET

IMPROV ALLEY
11TH STREET
10TH STREET
(E) LIGHT FIXTURE, TYP.EXTEND OVERHEADLIGHTING BELOWSUPPORT BEAM AS REQUESTED, TYP.(BY OTHERS)(E) DIGITAL SIGN & CONDUIT AREA OF WORK PORTABLE SIGNSEE DETAIL 3/A-101
6'-6"V.I.F6'-6"V.I.F(E) POUR STRIP
(E) 6X BEAM, TYP.

EXISTING CONCRETEBEAMS OUTSIDE OFAREA OF WORK ARENOT SHOWN FOR CLARITY (E) L6X6, TYP.

16.1 TAR4.1

45.1 TAR AT THROUGHSLAB CRACKS11.5
NOTE:CONTRACTOR IS RESPONSIBLE FOR DETERMINING ACTUALEXTENT AND LOCATIONS OF REPAIR AREAS IN ACCORDANCEWITH THE SPECIFICATIONS, WORK ITEM IS SHOWN ONLY TOREPRESENT THE TYPES OF DETERIORATION.

11.7 11.1TAR 45.1REMOVE TEMPORARY LANEMARKINGS IN THIS AREA ANDRE-STRIPE TO MATCH THEORIGINAL LAYOUT C
C
THIRD FLOOR PLAN1NORTHTRUE
12345
D
C
B
A
SHEET
TITLE
AGENCY

MANAGEMENT
ISSUED

PROJECT
SEAL

CONSULTANT
LIONAKIS PROJECT NO:

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY01/4"1/2"1" 2" CLIENT
9/15/2021 4:21:16 PMH:\_Revit\__RevitLocalFiles\[email protected] 019124.03

CITY OF SACRAMENTO
FULL RE-OPENING1000 I ST,SACRAMENTO, CA 95814CITY HALL GARAGE 1919 Nineteenth StreetSacramento CA 95811P 916.558.1900 F 916.558.1919www.lionakis.com

MARKDATEDESCRIPTION

CWALKERS ONSULTANT
www.walkerconsultants.com601 California StreetSuite 820San Francisco, CA 94105415.644.0630 Ph A042622FOR PERMIT
CONSULTANT PROJECT NO:DRAWN BY:CHECKED BY:33-002293.02HKVII B060822PLAN CHECK #1C101922ADDENDUM #1
R-103
THIRD FLOORPLAN NOTES:1. INDICATES VEHICULAR BARRICADE.2. INDICATES A REGION OF NO PARKING PERMITTED.3.LEAVE EXISTING SHORING IN PLACE TILL THE REPAIRS ARE COMPLETED.4.REMOVE AND DISPOSE OF SHORING AFTER REPAIRS ARE COMPLETE AND CONCRETE HAS ATTAINED REQUIRED STRENGTH. CUTEXISTING ANCHOR BOLTS FLUSH WITH CONCRETE SURFACE AND PATCH WITH NON-SHRINK GROUT. PAINT TO MATCH EXISTING.

A
A.7
A.9
B
A.1
A.3
B.3
B.7
B.8
C
C.3
C.8
C.9
D
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
C.5
14'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"14'-0" 17'-0"17'-0"17'-0" 17'-0"17'-0"17'-0"23'-1 1/2"14'-0"1'-0" 17'-0"8 1/2" 2'-5" 1'-0" 42 24 24
42 MOUNT S-4ABOVE S-5

I STREET

IMPROV ALLEY
11TH STREET
10TH STREET
(E) LIGHT FIXTURE, TYP.EXTEND OVERHEADLIGHTING BELOWSUPPORT BEAM AS REQUESTED, TYP.(BY OTHERS)(E) DIGITAL SIGN & CONDUIT AREA OF WORK PORTABLE SIGNSEE DETAIL 3/A-101
6'-6"V.I.F6'-6"V.I.F(E) POUR STRIP

EXISTING CONCRETEBEAMS OUTSIDE OFAREA OF WORK ARENOT SHOWN FOR CLARITY

3.321.0(10 NEW DEAD ENDS)3.321.0
NOTE:CONTRACTOR IS RESPONSIBLE FOR DETERMINING ACTUALEXTENT AND LOCATIONS OF REPAIR AREAS IN ACCORDANCEWITH THE SPECIFICATIONS, WORK ITEM IS SHOWN ONLY TOREPRESENT THE TYPES OF DETERIORATION. 1R-501

21.4 21.6
C
THIRD FLOOR PLAN - P/T1NORTHTRUE
12345
D
C
B
A
SHEET
TITLE
AGENCY

MANAGEMENT
ISSUED

PROJECT
SEAL

CONSULTANT
LIONAKIS PROJECT NO:

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY01/4"1/2"1" 2" CLIENT
9/15/2021 4:21:16 PMH:\_Revit\__RevitLocalFiles\[email protected] 019124.03

CITY OF SACRAMENTO
FULL RE-OPENING1000 I ST,SACRAMENTO, CA 95814CITY HALL GARAGE 1919 Nineteenth StreetSacramento CA 95811P 916.558.1900 F 916.558.1919www.lionakis.com

MARKDATEDESCRIPTION

CWALKERS ONSULTANT
www.walkerconsultants.com601 California StreetSuite 820San Francisco, CA 94105415.644.0630 Ph A042622FOR PERMIT
CONSULTANT PROJECT NO:DRAWN BY:CHECKED BY:33-002293.02HKVII B060822PLAN CHECK #1C101922ADDENDUM #1
R-103A
THIRD FLOORPLAN - P/T NOTES:1. INDICATES VEHICULAR BARRICADE.2. INDICATES A REGION OF NO PARKING PERMITTED.3.LEAVE EXISTING SHORING IN PLACE TILL THE REPAIRS ARE COMPLETED.4.REMOVE AND DISPOSE OF SHORING AFTER REPAIRS ARE COMPLETE AND CONCRETE HAS ATTAINED REQUIRED STRENGTH. CUTEXISTING ANCHOR BOLTS FLUSH WITH CONCRETE SURFACE AND PATCH WITH NON-SHRINK GROUT. PAINT TO MATCH EXISTING. 13 14 15 16 17 18 19
NEW INTERMEDIATESTRESSING ANCHORSEE W.I. 21.6, TYP.

NOTES:1.P-T REPAIRS ARE GRAPHICAL REPRESENTATION OF POTENTIAL REPAIR LAYOUT. FINAL LAYOUTOF P-T REPAIR WILL BE DETERMINED IN FIELD ONCE ALL SLAB DELAMINATIONS ARE REMOVEDAND SLAB TENDONS EXAMINED BY THE CONTRACTOR AND VERIFIED BY THE ENGINEER. 2. LEAVE EXISTING SHORING IN PLACE TILL THE REPAIRS ARE COMPLETED.P-T REPAIRS1 NEW ENDANCHORAGEW.I. 21.4EXISTING TENDON40'-0" NEW TENDONPUSHED THROUGHEXISTING SHEATHINGW.I. 21.10

EXISTING POURSTRIP
(FOR INFORMATIONAL USE ONLY)
1/4SPANTYP.
20 8" ±
2"-4"
VARIESSAWCUT PATCHPERIMETER 1/2" (TYP.)ORIGINAL SURFACE SPALL ORDELAMINATIONREMOVE CONCRETEWITHIN SECTION SHOWNREINFORCEMENT (TYP.),LOCATIONS APPROXIMATE.CLEAN AND APPLY CORROSIONINHIBITOR TO ALL EXPOSEDREINF. PROVIDE 3/4" CLEARANCEAROUND ALL EXPOSED REINF.

EXIST. CONCRETESLAB
FLOOR REPAIR-PARTIAL DEPTH - P/T3.1
EXIST. P/T TENDON,DEPTH VARIES
REPAIRCONCRETE3" MIN(TYP)VARIES
5" ±
SAWCUTPATCHPERIMETER3/4" (TYP)
EXIST CONCRETESLABGRIND OR SAWCUTPATCH PERIMETER1/2" (TYP)REINFORCEMENT (TYP),LOCATIONS APPROXIMATE.CLEAN AND APPLY CORROSIONINHIBITOR TO ALL EXPOSEDREINF. PROVIDE 3/4" CLEARANCEAROUND ALL EXPOSED REINF.WHERE REQ'D AS SPECIFIED INSECTION "SURFACEPREPARATION FOR PATCHING".

REMOVE CONCRETE WITHINSECTION SHOWNFORMING BYCONTRACTOR

ORIGINALSURFACE
FLOOR REPAIR-FULL DEPTH3.3
EXIST. P/T TENDON,DEPTH VARIES
2" - 3"
VARIES

EXISTING CONCRETESLABREMOVAL LIMITS
GRIND OR SAWCUTPATCH PERIMETER1/2" (TYP.)
REINFORCEMENT (TYP.),LOCATIONS APPROXIMATE.CLEAN AND APPLYCORROSION INHIBITOR TOALL EXPOSED REINF.PROVIDE 3/4" CLEARANCEAROUND ALL EXPOSEDREINF. WHERE REQ'D ASSPECIFIED IN SECTION"SURFACE PREPARATIONFOR PATCHING".

SPALL OR DELAMINATION
CEILING REPAIR4.1

TROWEL APPLIEDMORTAR
5" ±

PAINT COMPLETEREPAIRS TO MATCHADJACENT AREAS
1/4"Ø STAINLESS STEELTAPCON ANCHORS @ 8" OCEA DIRECTION IN ALL REPAIRAREAS. PROVIDE A GRID OFSTAINLESS STEEL TIE WIRE8"x8" CONNECTING TAPCONANCHORES 1 3/4"MIN3/4"CONC.COVER
1/2"
3/4"
ROUT CRACK WITH 'V' BLADEAND FILL W/ FLEXIBLE SEALANT.INSTALL SEALANT FLUSH W/ADJACENT SURFACES TORECEIVE TRAFFIC COATING.DO NOT OVERFILL JOINT.EXIST CONCRETESLAB EXISTING CRACK. CENTERROUTED GROOVE ON CRACK
RANDOM FLOOR CRACKS11.1(INCIDENTAL TO W.I. 16.1)
3/4"1/16"1/2" TOOL JOINT. PREPARE EDGEAND FILL W/ FLEXIBLE SEALANT.INSTALL SEALANT EVENLY TOOL1/16" BELOW SURFACE DO NOTOVERFILL JOINT.

EXIST CONC SLABNOTES: 1.PLACE CONTROL JOINTS AS SHOWN ON PLANS.2.CONTROL JOINT (C.J.) MUST BE TOOLED IN PLASTIC CONCRETE AND DIMENSIONS ASDETAILED WILL BE MAINTAINED IN SET CONCRETE. SAWCUTTING OF CONTROL JOINTIN HARDENED CONCRETE WILL NOT BE PERMITTED.

TOOL AND SEAL CONTROL JOINTS11.4(INCIDENTAL TO W.I. 21.5) NOTES:1.CONTRACTOR TO FOLLOW ACI GUIDELINES 503R FOR EPOXY INJECTION.2.CONTRACTOR SHALL REMOVE ALL PORTS AND SURFACE SEAL MATERIALSAFTER INJECTION IS COMPLETE.3.PAINT SURFACE TO MATCH.

EXISTING CRACK GREATER THAN1/32"

SET INJECTION PORT PER ACIGUIDELINES

APPLY EPOXY SURFACE SEAL ONSTRIPSEAL, REMOVE AFTERINJECTION

UNDERSIDEOF STRUCTURALSLAB
EPOXY INJECTION11.5AT THROUGH-SLAB CRACKS
3/4"3/4"
EXIST. WALL, COLUMN,OR CURB FACEEXIST. FINISHED FLOORSURFACESEALANTMATERIAL 1/2"MIN. THROAT SEENOTE 1.

COVE SEALANT11.7
NOTE:1. REMOVE EXISTING COVE SEALANT MATERIAL IF PRESENT. PREPARESURFACE PER SPECIFICATIONS. (INCIDENTAL TO W.I. 16.1)
VERTICAL SURFACE(WALL OR COLUMNS)LIMITS OF SURFACEPREPARATIONCONTRACTOR TO PROVIDESTRAIGHT FINISHED LINEPROVIDE 4" WIDE DETAILCOAT CENTERED OVERALL CRACKS LESS THAN1/32" WIDETRAFFIC TOPPING(FLOOR SURFACEOR CURB) ROUT AND SEAL CRACKSGREATER THAN 1/32" WIDTH.REMOVE AND REPLACE ALL EXISTCRACK/JOINT SEALANT. SEEDETAILS 11.1 OR 11.2.COVE SEALANT.SEE DETAIL 11.7

16.1 NOTE:1.QUANTITIES BASED ON HORIZONTAL APPLICATION AREA. VERTICAL DETAILING, ADDITIONALDETAIL COAT OVER CRACKS, ROUTING AND SEALING CRACKS, INSTALLATION OF COVE SEALANT,AND REMOVAL AND REPLACEMENT OF EXISTING SEALANTS ARE INCIDENTAL TO THIS WORK.

ISOMETRIC

TRAFFIC TOPPING
4"2"
CRACKS < 1/32"CRACKS > 1/32"(OR MOVING CRACKS)HORIZ / VERTTRANSITION PROVIDE 4" WIDE DETAILCOAT CENTERED OVERCRACK
(FULL SYSTEM)
BB
12345
D
C
B
A
SHEET
TITLE
AGENCY

MANAGEMENT
ISSUED

PROJECT
SEAL

CONSULTANT
LIONAKIS PROJECT NO:

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY01/4"1/2"1" 2" CLIENT
9/15/2021 4:21:16 PMH:\_Revit\__RevitLocalFiles\[email protected] 019124.03

CITY OF SACRAMENTO
FULL RE-OPENING1000 I ST,SACRAMENTO, CA 95814CITY HALL GARAGE 1919 Nineteenth StreetSacramento CA 95811P 916.558.1900 F 916.558.1919www.lionakis.com

MARKDATEDESCRIPTION

CWALKERS ONSULTANT
www.walkerconsultants.com601 California StreetSuite 820San Francisco, CA 94105415.644.0630 Ph A042622FOR PERMIT
CONSULTANT PROJECT NO:DRAWN BY:CHECKED BY:33-002293.02HKVII B060822PLAN CHECK #1C101922ADDENDUM #1
R-501

REPAIRDETAILS
2"2"DAMAGED SHEATHING(VARIES)2"2" EXIST. TENDON& SHEATHINGEXIST. P/TSLAB OR BEAM LIMIT OFREMOVAL (TYP.)INSTALL HIGH DENSITYPOLYPROPYLENE SHEATHING. EXTEND2" BEYOND DAMAGED AREAAPPLY TWO LAYERS OF TAPEOVER ENTIRE LENGTH OF NEWSHEATHING. EXTEND TAPE 2"ONTO EXIST. SHEATHING SHEATHINGDAMAGEREMOVE DAMAGEDSHEATHING, AND GREASE &WRAP EXPOSED TENDON.APPLY EPOXY PAINT IN LIEUOF GREASE, ONLY ASDIRECTED BY ENGINEER.PROTECT EXPOSED P/T TENDON21.0.1PLAN VIEW RECAST CONC. PERWORK ITEM SERIES 3.0
(INCIDENTAL)CONCRETE REMOVAL AT P-T CABLE21.0
5" ±
REMOVE CONCRETE IN SECTIONSHOWN CROSS-HATCHED PERWORK ITEM SERIES W.I. 3.0P-T TENDON PROVIDE VARIOUS SIZED EPOXYCOATED BAR x 6" LONG. (NOTE 1)SECTION NOTE:1.WHEN PERFORMING CONCRETE REMOVALS ALONG P-T TENDON, PROVIDE TENDONSUPPORTS AS SHOWN AT 2'-0" O.C. MAX. TO MAINTAIN TENDON PROFILE. (INCIDENTAL)1'-6" ±

PARTIAL FLOOR PLAN
3'-0"1'-0"1'-0"1'-0"
6"1'-0"1'-0"6" #4 HOOKED DOWELSWITH HILTI HIT HY 200EPOXY P-T TENDON PAIDFOR UNDER W.I.21.10
INTERMEDIATE STRESSINGANCHOR PAID FOR UNDERW.I. 21.6
A
A
SECTION A-AP-T TENDONLOCATION VARIES1/2" SAW CUT TOPAND BOTTOM TYP. 6" EMBEDTYP.1'-6"±
(4) #4 BARS
5" ±
NEW CONCRETE ANDREINFORCINGINCLUDING DOWELS -PAID FOR UNDER W.I.SERIES 3.0 TENDON SPLICECOUPLING (CENTER-PULL)21.6
2-#4 TOP ANDBOTTOM NOTES:1.SEE ALSO W.I. 21.6.1.2.INCREASE CONCRETE REMOVAL LENGTH AS REQUIRED BY STRESSING AND INSTALLATION METHODS.3.STAGGER SPLICE COUPLERS IF MORE THAN (1) TENDON PER RUN REQUIRES REPAIR. ALTERNATECENTER-PULL COUPLERS ON OPPOSITE SIDES OF GRID LINE.4.NEW TENDON LENGTH SHALL BE PAID FOR UNDER W.I. 21.10

REPAIRCONCRETE
5" ±
LEAVE EXISTING SHORINGIN PLACE TILL THE REPAIRSARE COMPLETEDREMOVE CONCRETE IN SECTION SHOWN.REMOVE FULL DEPTH AT CENTER-PULLCOUPLING AND INTERMEDIATE ANCHOR.EXISTING P-T TENDON(S) [SINGLE ORMULTIPLE TENDONS PER RUN TYP.]CENTER-PULL TENDON SPLICECOUPLING PER W.I. 21.6 REMOVAL LIMIT (TYP.)
REPAIR SECTIONWORK SEQUENCE: 1.CONFIRM IF TENDON FORCE EXISTS THROUGH FLOOR EXCAVATIONS OR LIFT OFF TESTING.ADDITIONAL TEST OPENINGS WILL BE PAID FOR UNDER W.I. 3.1.2.IF TENDON FORCE EXISTS, THEN DE-TENSION TENDON.3.PERFORM CONCRETE REMOVALS IN AREA SHOWN CROSS-HATCHED ONLY AFTER TENDONS HAVE BEENDE-TENSIONED AND REQUIRED SHORING INSTALLED. CONCRETE REPAIR WORK SHALL BE PERFORMEDAND PAID FOR UNDER WORK ITEM SERIES W.I. 3.0.4.PERFORM P-T REPAIRS.5.PLACE CONCRETE MATERIALS.

TENDON SPLICE COUPLING(CENTER-PULL)21.6.1
NEW P-T TENDON PAIDFOR UNDER W.I. 21.10
NOTES:1.SEE W.I. 21.6 FOR REMAINING INFORMATION.2.MAINTAIN ORIGINAL TENDON PROFILE.

REPAIRCONCRETEFULL DEPTH FLOORREPAIR SEE W.I. 3.3
2'-0" MAX.1'-6"
1'-4" (ONE TENDON)2'-0" (TWO TENDONS)
BEAM
1'-6" LAP MIN. (TYP.)
ORIGINAL ENDANCHOR LOCATION.REMOVE ENDANCHOR (TYP.)
NEW REPOSITIONEDEND ANCHOR. SEENOTE 3.EXISTING P/TTENDON(TYP.) 1'-4" LAP MIN. (TYP.)#4 w/STD. HOOKEXIST. CONCRETE(2) #4 TOP & BOT. (w/STD. HOOKSAT BOT. BARS TYP.)ADD #4 DOWELS TOP & BOTTOM@ 12" O.C. EMBED 6" INTOEXIST. BEAM AND ANCHORWITH EPOXY ADHESIVE

21.4.1 P/T TENDON END ANCHORAGE (DEAD)21.4
NOTES: 1. THIS DETAIL TYPICALLY APPLIES NEAR AN EXISTING END ANCHOR AND STRESSING OF THE TENDON WILLOCCUR AT A DIFFERENT LOCATION. SEE DETAIL 21.4.1 FOR ADDITIONAL INFORMATION.2. THIS REPAIR WILL BE PERFORMED IN COMBINATION WITH W.I. 21.6 FOR STRESSING OF THE TENDON.3. DO NOT CUT EXISTING REINFORCEMENT WITHOUT WRITTEN APPROVAL FROM ENGINEER4. LEAVE EXISTING SHORING IN PLACE TILL THE REPAIRS ARE COMPLETED.5. DETENSION THE DAMAGED TENDON BEFORE REMOVAL OF CONCRETE AND DO SO ONLY AT ONE LOCATION ATONE TIME.6. REMOVE CONCRETE FROM SECTION SHOWN SHADED, INCREASE CONCRETE REMOVAL LENGTH AS REQ'D BYSTRESSING AND INSTALLATION METHODS.7. RESTRING NEW 1/2" DIA. SEVEN WIRE LOW RELAXATION STRAND. CLEAN & INTRODUCE NEW GREASE INTOTHE EXISTING SHEATHING AND PRE-GREASE STRAND PRIOR TO RE-STRINGING. NEW STRAND SHALL BE FREEOF PITTING.8.LOCATE SPLICE COUPLERS ALONG EXISTING TENDON PROFILE AT SLAB MIDDLE THIRD. COUPLERS SHALLHAVE 3/4" MIN COVER AFTER STRESSING.9.INSTALL WEDGES AND TENSION TENDON TO 33 KIPS.10. APPLY PT APPROVED GREASE WITH CORROSION INHIBITING AGENT.

PARTIAL FLOOR PLAN
2" CL.REPAIR CONCRETESEE W.I. 3.0 SERIES
5" ±
2'-0" MAX.1'-6"(W.I. 3.3)BUMPER WALLNEW REPOSITIONEDEND ANCHOR. SEENOTE 3 ON DET. 21.4ORIGINAL ENDANCHOR TOBE REMOVED REMOVE CONC. FULL DEPTHWITHIN SECTIONS SHOWN.REPAIR CONC. SEE W.I. 3.0SERIES#4 (TYP.)(2) #4 - PLACE (1) TOP & (1) BOT.BEHIND ANCHOR PLATE. EMBED 6"INTO EXIST. SLAB AND ANCHORWITH EPOXY ADHESIVE.

EXIST. P/T SLAB
WORK SEQUENCE NOTES:

P/T TENDON END ANCHORAGE (DEAD)21.4.1

1. VERIFY TENDON FULLY DETENSIONED2. REMOVE CONCRETE FULL DEPTH PER W.I. 3.3.3. INSTALL NEW END ANCHOR AND REINFORCEMENT.4. PLACE CONCRETE. ALLOW ADEQUATE CONC.STRENGTH GAIN.5. STRESS P/T TENDON. (NOT INCLUDED IN W.I. 21.4).6. STRESSING OCCURS AT CENTER-PULL COUPLING(W.I. 21.6).NOTES:1. CONCRETE REPAIR WORK SHALL BE PERFORMED AND PAID FOR UNDER WORK ITEM SERIES 3.0. (N) POST-INSTALLED STEEL ANGLES40.8
EXIST. CONC.COLUMN
EXIST. PRECASTCONC. PANEL
INSTALL (N) L 6X10X3/4"X1'-0" (HOTDIPPED GALV.). SECURE ANGLE TOTHE COLUMN USING (2) - 3/4" Ø HILTIHAS SS THREADED RODS W/ HILTIHIT-HY 200. PROVIDE 8" MIN. EMBED.INSTALL THE NEW ANGLE BELOWEXISTING ANGLE. 8" MIN.SECURE ANGLE TO THE PRECASTPANEL USING (2) - 3/4" Ø HILTI HAS SSTHREADED RODS W/ HILTI HIT-HY 200.PROVIDE 4" MIN. EMBED.

NOTES:1.VERIFY THE CONDITION OF ALL THE EXISTING PRECAST PANEL CONNECTIONS IN FIELD.2.DO NOT REMOVE EXISTING CONNECTIONS, INSTALL NEW ANGLES BELOW THE EXISTING CONNECTIONS.3.DO NOT DAMAGE EXISTING REINFORCING.4.THE ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS REQUIRE SPECIAL INSPECTION. 4"MIN.
10"1'-0"
1 1/2"1 1/2"
LONGER LEG5 1/2"1'-0"6"
3 1/2"SHORTER LEG

VERIFY IN FIELDVERIFY IN FIELDMATCH EXISTINGVERIFY IN FIELD

VERIFY IN FIELDMATCH EXISTING
V.I.F
PAINT TRAFFIC MARKINGS45.1

VERIFY IN FIELD
10" OC,TYPICAL

VERIFY IN FIELD
FACE OF WALL,WHERE APPLICABLECURB, WHERE APPLICABLECONTINUE STRIPING WHEREAPPLICABLE WITH 4" WIDECENTER STRIPE BETWEENBAYSCENTERLINE, FOR REFERENCEONLY NOT TO BE PAINTED 4" WIDE WHITE PAINTSTRIPE, TYPICAL

START OFSTRIPINGSTRING

END OFSTRIPINGSTRING

DO NOT PAINT EXTENSION,SHOWN FOR REFERENCE ONLY

MATCH EXISTINGMATCH EXISTING

MATCH EXISTINGMATCH EXISTING
B
B
B
C
12345
D
C
B
A
SHEET
TITLE
AGENCY

MANAGEMENT
ISSUED

PROJECT
SEAL

CONSULTANT
LIONAKIS PROJECT NO:

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY01/4"1/2"1" 2" CLIENT
9/15/2021 4:21:16 PMH:\_Revit\__RevitLocalFiles\[email protected] 019124.03

CITY OF SACRAMENTO
FULL RE-OPENING1000 I ST,SACRAMENTO, CA 95814CITY HALL GARAGE 1919 Nineteenth StreetSacramento CA 95811P 916.558.1900 F 916.558.1919www.lionakis.com

MARKDATEDESCRIPTION

CWALKERS ONSULTANT
www.walkerconsultants.com601 California StreetSuite 820San Francisco, CA 94105415.644.0630 Ph A042622FOR PERMIT
CONSULTANT PROJECT NO:DRAWN BY:CHECKED BY:33-002293.02HKVII B060822PLAN CHECK #1C101922ADDENDUM #1
R-502

REPAIR DETAILS