Item 13 2024-01353 Construction Contract Steamers Siding & Window Repairs (C13900000)

City of Sacramento
City Council - 2PM Report
915 I Street Sacramento, CA 95814
www.cityofsacramento.org
File ID: 2024-01353 7/23/2024 Consent Item 13.

Construction Contract: Steamers Siding & Window Repairs (C13900000) File ID: 2024-01353
Location: 1110 Front Street, District 4, Represented by Councilmember Valenzuela Recommendation: Pass a Motion 1) authorizing the use of the Request for Qualifications Q24014541001 for On-Call General Contractor List for Public Facilities; 2) awarding a construction contract to CCCS, Inc., dba Corporate Construction Services in an amount not to exceed $299,363 for the Steamers Siding & Window Repairs; and 3) authorizing the City Manager or the City Manager’s designee to execute the contract specified above.

Contact: Nadia Melgoza, Associate Architect, (916) 808-2262, [email protected]; David R. Avila, Supervising Architect, (916) 808-7501, [email protected]; James Christensen, Facilities Manager, (916) 808-5863, [email protected]; Department of Public Works
Presenter: None
Attachments:
1-Description/Analysis
2-Contract- CCCS Inc., dba Corporate Construction Services Description/Analysis
Issue Detail: The Steamers building, a historically significant reconstruction of the original on the riverfront boardwalk in Old Sacramento, is showing signs of deterioration in its sliding doors and windows, necessitating repairs or replacements. Addressing This deferred maintenance is a priority to prevent more costly future repairs. Recently, a new roof and air conditioning unit were installed.

This additional work will complete the water tightening of the building.

Policy Considerations: The recommendations in this report are in accordance with the provisions of the City Code Chapter 3.60, which requires City Council approval for contracts over $250,000 or more. On June 11, 2024, the City Council passed Motion No. 2024-0155 suspending competitive bidding in the best interest of the City to establish a qualified On-Call General Contractor List for Public Facilities.

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File ID: 2024-01353 7/23/2024 Consent Item 13.

Economic Impacts: The recommended contract is expected to create 2.22 jobs (1.41 direct jobs and 0.81 job through indirect and induced activities) and create $292,335 in total economic output ($187,394 of direct output and another $104,941 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:

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: None.

Commission/Committee Action: Not applicable.

Rationale for Recommendation: On February 26, 2024, the Department of Public Works issued Request for Qualification (RFQ) Q24014541001 for On-Call General Contractor List for Public Facilities. On June 11, 2024, the City Council passed Motion No. 2024-0155 suspending competitive bidding in the best interest of the City to establish a qualified On-Call General Contractor List for Public Facilities. CCCS, INC dba Corporate Construction Services was included in the list of qualified contractors. The establishment of the list of qualified On Call Contractors was created for services, provided that sufficient funding exists, each department obtains appropriate approvals, and executes its own agreements and purchase orders.

In order to address needed repairs and avoid deterioration of the Steamers building, this work will address window and siding deterioration. Work is anticipated to begin in August of 2024 with completion by February of 2025.

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File ID: 2024-01353 7/23/2024 Consent Item 13.

Financial Considerations: There is sufficient funding available in the City Facility Reinvestment Program (C13900000) to execute the construction contract with CCCS, INC dba Corporate Construction Services in an amount not to exceed $299,363 and cover the remaining project costs.

Local Business Enterprise (LBE): CCCS, INC dba Corporate Construction Services is an LBE.

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Form approved by City Attorney 6-23-23 1

AGREEMENT
(Construction Contract Over $25,000)

THIS AGREEMENT, dated for identification , 2024, is made and entered into between the CITY OF SACRAMENTO, a municipal corporation (“City”), and CCCS, INC, DBA CORPORATE CONSTRUCTION SERVICES, 5061 24 th Street, Sacramento, CA 95822, (“Contractor”) in the amount of TWO HUNDRED NINTY- NINE THOUSAND THREE HUNDRED SIXTY-THREE DOLLARS AND ZERO CENTS ($299,363.00)

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
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 the “Standard Specifications ” shall mean and refer to the Standard Specifications for Public Construction of the City of Sacramento approved by the Sacramento City Council on November 10, 2020 (Resolution No. 2020-0354), and any subsequent amendments thereto approved by the Sacramento City Council or the Sacramento City Manager . Work called for in any one Contract Document and not mentioned in another is to be performed and executed as if mentioned in all Contract Documents. The table of contents, titles and headings contained in the Contract Documents are provided solely to facilitate reference to various provisions of the Contract Documents and in no way affect or limit the interpretation of the provisions to which they refer.

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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:

Steamers Siding & Window Repairs
PN: (C13901630)

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

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 Proposal Form . In addition, subject to deductions, withholdings, and additions as specified in the Contract Documents , payment for individual items of the Work shall be computed as follows:

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

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 6-23-23 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) percent of the amount it shall find to be due, subject to any deductions or withholdings authorized or required under the Contract or any applicable Laws or Regulations.

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

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

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

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

Form approved by City Attorney 6-23-23 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 W ork t o final completion. The phase “ commence the W ork” means to engage in a continuous program on- site including, but not limited to, site clearance, grading, dredging, land filling and the fabrications, erection, or installation of the Work.

The Notice to Proceed shall be issued within fifteen (15) calendar days following execution of the Agreement by the City and the filing by Contractor of the required Bonds and proof of insurance, provided that the Engineer may delay issuance of the Notice to Proceed if the Engineer determines in the Engineer’s sole 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 ONE HUNDRED EIGHTY (180) CALENDAR days from the date of the Notice to Proceed (hereinafter called the “ Completion Date”) unless extensions of time are granted in accordance with the Contract Documents.

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

10. PAYMENTS DO NOT IMPLY ACCEPTANCE OF WORK

The payment of any progress payment, or the acceptance thereof by Contractor, shall not constitute acceptance of the Work or any portion thereof and shall in no way reduce the 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 6-23-23 5

11. ACCEPTANCE NOT RELEASE

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

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

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

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

13. NO WAIVER OF REMEDIES

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

14. WARRANTY

Except as otherwise expressly provided in the Contract Documents, and excepting only items of routine maintenance, ordinary wear and tear and unusual abuse or neglect by City, Contractor warrants and guarantees all Work executed and all supplies, materials and devices of whatsoever nature incorporated in or attached to the Work, or otherwise provided as a part of the Work pursuant to the Contract, to be absolutely free of all defects 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 6-23-23 6
defective in workmanship or material within this one-year warranty period without expense or charge of any nature whatsoever to City.

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

Notwithstanding anything herein to the contrary, in the event that any defect in workmanship or material covered by the foregoing warranty results in a condition th at 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 manufacturers and other product warranties to the City, prior to completion and final acceptance of the Work by City.

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

15. LIQUIDATED DAMAGES IF WORK NOT COMPLETED ON TIME

A. The actual fact of the occurrence of damages and the actual amount of the damages that City would suffer if the entire Work, and/or any specified portion thereof, were not completed within the time(s) specified herein are dependent upon many circumstances and conditions that could prevail in various combinations, and for this reason, it is impracticable and extremely difficult to fix the actual damages. Damages that City would suffer in the event of such delay include: loss of the use of the project; expenses of prolonged assignment to the project of an architectural and /or engineering staff; prolonged costs of administration, inspection, and supervision; increased operational expenses and/or impaired operation of other facilities dependent upon completion of the project; and the loss and inconvenience suffered by the public within the City of Sacramento by reason of the delay in the completion of the project or portion thereof. Accordingly, the parties agree, and by execution of this Agreement, Contractor acknowledges that it understands and agrees, that the amount(s) set forth herein as liquidated damages reflect the parties’ best efforts at the time of entering into the Contract to estimate the damages that may be incurred by City and the public due to the Contractor’s delay in completion of the Work and/or any specified portion thereof, and shall be presumed to be the amount of damages 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 6-23-23 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 $ 1000.00 a day for each calendar day after the Completion Date (as extended in accordance with the Contract Documents, if applicable) , continuing to the time at which the entire Work is completed. Such amount is the actual cash value agreed upon by the City and Contractor as the loss to City and the public resulting from Contractor's default.

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

C. In the event Contractor shall become liable for liquidated damages, City, in addition to all other remedies provided by law, shall have the right to withhold any and all payments that otherwise would be or become due Contractor until the liability of Contractor under this section is finally determined. City shall have the right to use and apply such payments, in whole or in part, to reimburse City for all liquidated damages due or to become due to City. Any remaining balance of such payments shall be p aid 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 reasonably incurred by City’ s staff attorneys or outside attorneys and any fees and expenses incurred in enforcing this provision (hereafter collectively referred to as “Liabilities”), including but not limited to Liabilities arising from personal injury or death, damage to personal, real or intellectual property or the environment, contractual or other economic damages, or regulatory penalties, arising out of or in any way connected with performance 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 whose acts any of th em may be liable, whether or not (i) such Liabilities are Form approved by City Attorney 6-23-23 8
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 mention of any specific duty or liability of Contractor shall not be construed as a limitation or restriction of any general liability or duty of Contractor, and any reference to any specific duty or liability shall be construed to be solely for the purpose of explanation.

19. INSURANCE

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

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

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 6-23-23 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 its subcontractors, with limits of not less than two million dollars ($2,000,000) per occurrence. The policy shall provide contractual liability and products and completed operations coverage for the term of the policy.
(2) Au
tomobile Liability Insurance providing coverage at least as broad as ISO Form CA 00 01 for bodily injury, including death, of one or more persons, property damage, and personal injury, with limits of not less than one million dollars ($1 ,000,000) per accident. The policy shall provide coverage for owned, non- owned, and/or hired autos as appropriate to the operations of the Contractor.

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 6-23-23 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 terms 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
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(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 Con tractor otherwise ceases to be insured as required herein.

F. Subcontractors

Contractors 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 and notify City in writing of such failure. After such notice is provided, or if City discovers such failure and notifies Contractor, the City thereafter may withhold all Contract payments due or that become due until notice is received by City that such bonds and/or insurance have been restored in full force and effect and that the premiums therefor have been paid for a period satisfactory to the Division of Risk Management. Contractor shall not resume work until notified by City to do so, and the City shall 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.

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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 terminatio n 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 restrictions; 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 commencing or prosecuting the Work because of the acts of others, excepting Contractor's subcontractors or suppliers; or the prevention of Contractor from commencing or prosecuting the Work because of a Citywide failure of public utility service.

The term "Excusable Delay" shall specifically not 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 dete rmined by City) and shall not under any circumstances increase the amount City is required to pay Contractor except as otherwise provided in these Contract Documents.

22. CONTRACTOR TO SERVE NOTICE OF DELAYS

Whenever Contractor foresees any delay in the prosecution of the Work, and in any event as soon as possible (not to exceed a period of ten (10) calendar days) after the initial occurrence of any delay that Contractor regards as or may later claim to be an Excusable Delay, the Contractor shall notify the Engineer in writing of such delay and its cause, in order that the Engineer : (i) may take immediate steps to prevent if possible the occurrence or continuance of the delay ; or (ii) if this cannot be done, may determine whether the delay is to be considered excusable, how long it continues, and to what extent the prosecution and completion of the Work are delayed thereby. Said written notice shall constitute an application for an extension of time only if the notice requests Form approved by City Attorney 6-23-23 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 Doc uments. 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 contemplation 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 6-23-23 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 Contrac tor specifying the date of termination. Such notice also may specify conditions or requirements that Contractor must meet to avoid termination of the Contract on such date. If Contractor fails to fulfill all such conditions and requirements by such termination date, or, if no such conditions or requirements are specified, Contractor shall cease rendering services and performing work on such termination date and shall not be entitled to receive any compensation for services rendered or work performed after such termination date. In the event of such termination, Contractor shall remain liable to City for liquidated damages incurred for any period of time prior to the termination date.

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

27. TERMINATION FOR CONVENIENCE

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

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

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

C. For reasonable expenses directly attributable to termination.

Form approved by City Attorney 6-23-23 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 ot her 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 Contracto r 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 Contractor until the Work is complete. The cost of completing the Work, including but not limited to, extra costs of project administration and management incurred by City, both direct or indirect, shall be deducted from any sum then due, or that becomes due, to Contractor from City. If sums due to Contractor from City are less than the cost of completing the Work, Contractor and its Sureties shall pay City a sum equal to this difference on demand. In the event City completes the Work, and there is a sum remaining due to Contractor after City deducts the costs of completing the Work, then City shall pay such sum to Contractor. The Contractor and Contractor’s Sureties shall be jointly and severally liable for all obligations imposed on Contractor hereunder.

No act by City before the Work is finally accepted, including, but not limited to, exercise of other rights under the Contract, actions at law or in equity, extensions of time, payments, assessments of liquidated damages, occupation or acceptance of any part of the Work, waiver of any prior breach of the Contract or failure to take action pursuant to Form approved by City Attorney 6-23-23 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 assignment for the benefit of creditors, or if a receiver is appointed on account of Contractor's insolvency, then the City may, without prejudice to any other right or remedy, terminate the Contract and complete the work by giving notice as provided in Section 28 above.

30. SURETIES’ OBLIGATIONS UPON TERMINATION

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

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

Form approved by City Attorney 6-23-23 17

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

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

33. NON-DISCRIMINATION IN EMPLOYEE BENEFITS

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

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

3.54, entitled “Requirements of the Non- Discrimination in Employee Benefits Code.” By signing this Agreement, Contractor acknowledges and represents that Contractor has read and understands these requirements and agrees to fully comply with all applicable requirements of Sacramento City Code Chapter 3.54. If requested by City, Contractor agrees to promptly provide such documents and information as may be required by City to verify Contractor’s compliance. Any violation by Contractor of Sacramento City Code Chapter 3.5 4 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 CRIMINAL CONVICTION INFORMATION IN THE EMPLOYMENT

APPLICATION PROCESS

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

3.62, Procedures for Considering Criminal Conviction Information in the Employment Application Process. The Contract Documents include a summary of the requirements of Sacramento City Code Chapter 3.62, entitled “Ban- The-Box Requirements.” By signing this Agreement, Contractor acknowledges and represents Form approved by City Attorney 6-23-23 18
that Contractor has read and understands these requirements and agrees to fully comply with all applicable requirements of Sacramento City Code Chapter 3.62. If requested by City, Contractor agrees to promptly provide such documents and information as may be required by City to verify Contractor’s compliance. Any violation by Contractor of Sacramento City Code Chapter 3.62 constitutes a material breach of this Agreement, for which the City may terminate the Agreement and pursue all available legal and equ itable remedies. Contractor agrees to require its subcontractors to fully comply with all applicable requirements of Sacramento City Code Chapter 3.62 and include these requirements in all subcontracts covered by Sacramento City Code Chapter 3.62.

Supplier Bid Form
Trade / Description Line Item Breakdown
General Conditions 56,000.00$
Sitework -$
Concrete -$
Masonry -$
Metals -$
Woods & Plastics 95,540.00$
Waterproofing/Damproofing 3,500.00$
Doors & Windows 39,750.00$
Finishes
Sheetrock & Framing -$
Tile -$
Acoustic Ceiling -$
Resilient Flooring & Base (Inc. In CPT) -$
Carpet -$
Paint 32,560.00$
Wall Covering -$
Other -$
Specialties
Access Flooring -$
Demountable partitions -$
Building Signage -$
Other -$
Bank & Vault Equipment -$
Furnishings -$
Special Inspection -$
Conveying Systems -$
Mechanical
HVAC -$
Plumbing -$
Fire Protection -$
Other -$
Electrical
Power: service & distribution -$
Communications -$
Other -$
TRADE SUBTOTAL 227,350.00$
Permitting & A/E Fees 13% 39,047.00$
Insurance 3% 5,683.75$
Sales Tax 0% -$
Fee 12% 27,282.00$
TOTAL LUMP SUM AMOUNT * 299,362.75$
COST PER SQUARE FOOT (1,000 sq.ft approx.) 1 299,362.75 $ General Conditions Percentage for Additional Work 25%
Insurance for Additional Work 3%
Fee for Additional Work 12%

ADD ALTERNATES
-$
-$
-$
-$
-$
-$

CCCS, Inc.

Steamers Exterior Building Repairs - Pricing Summary
3000 Concrete -$
Concrete
Reinforcing -$
Precast Concrete -$
Demolition (Interior) - $
4000 Masonry -$
CMU -$
Stone Work -$
Other -$
5000 Metals -$
Structural Steel
Metal Decking -$
Misc. Metals/Fabrication
Other
6000 Woods & Plastics 95,540.00$
Exterior Siding Clear Heart Redwood 57,240.00$
Cornice Molding/Eave Trim 22,100.00 $
Corner Quin Trim 16,200.00 $
Other -$
7000 Waterproofing/Damproofing 3,500.00$
Building Insulation - $
Roof/Deck Insulation - $
Fireproofing -$
Roofing
Siding Waterproofing 3,500.00 $
Plastering -$
Flashing & Sheetmetal - $
Skylights -$
Caulking
Other -$
8000 Doors & Windows 39,750.00$
Metal Doors
Wood Doors -$
Storefront/glass
WindowsRadius head trim/Sash/Glass 39,750.00$
Hardware -$
Other

Finishes
9250 Sheetrock & Framing - $ - $
9300 Tile -$ - $
9500 Acoustic Ceiling -$ - $
9650 Resilient Flooring & Base (Inc. In CPT) - $ - $ 9680 Carpet -$ - $
9900 Paint 32,560.00$ 32,560.00 $
9950 Wall Covering -$ - $
9000 Other -$ - $
Specialties
10270 Access Flooring -$ - $
10600 Demountable partitions - $ - $
10300 Building Signage -$ - $
10000 Other -$ - $
11020 Bank & Vault Equipment -$
11000 Other -$
-$
12000 Furnishings -$
Draperies -$
Blinds -$
Upholstery -$
13000 Special Inspection -$ - $
14000 Conveying Systems -$
Handicap Lift
Elevators
Other
Mechanical
15050 HVAC -$
15400 Plumbing -$
15000 Fire Protection -$
15000 Other -$
Electrical
16400 Power: service & distribution -$
16700 Communications -$
16000 Other -$ - $
Subtotal 227,350.00$
18000 OH&P 27,282.00$
A/E Fees
19000 Architects Fees -$ - $
Other -$
20000 Permits/Government Fees -$ - $
21000 Other 15% Contingency 39,047.00 $ 39,047.00 $
22000 Total D/B FIXED PRICE TOTAL (No Insurance) 293,679.00$ Project Name/Location:Steamers Exterior Repairs
Address: 1110 Front St. City: Sacramento State: CA
Design Builder: Date: 5/21/2024
Cost Code Item Subtotal Total
1000 General Conditions 56,000.00$
Small Tools 2,500.00$
Equipment Rental 15,000.00 $
Clean up
Debris Box (Trailer) 1,000.00 $
Fencing 1,500.00$
Barricades Scaffold 3,300.00 $
Pickups, Autos, Parking 2,500.00 $
Fuel 1,500.00$
Tolls
Hotel & Meals
Insurance
Performance/Payment Bonds 2.50% 7,700.00$
Labor
Supervision 6/20/125 15,000.00 $
Construction Management 40/150 6,000.00 $
Survey
Other
2000 Sitework -$
Demolition (Exterior)
Hazard Material Removal - $
Paving -$
Sawcutting
Site Utilities
Site Improvements - $
Landscaping
Other -$
3000 Concrete -$
Concrete
Reinforcing -$
Precast Concrete -$
Demolition (Interior) - $
4000 Masonry -$
CMU -$
Stone Work -$
Other -$
5000 Metals -$
Structural Steel
Metal Decking -$
Misc. Metals/Fabrication
Other
6000 Woods & Plastics 95,540.00$
Exterior Siding Clear Heart Redwood 57,240.00$
Cornice Molding/Eave Trim 22,100.00 $
Corner Quin Trim 16,200.00 $
Other -$
7000 Waterproofing/Damproofing 3,500.00$
Building Insulation - $
Roof/Deck Insulation - $
Fireproofing -$
Roofing
Siding Waterproofing 3,500.00 $
Plastering -$
Flashing & Sheetmetal - $
Skylights -$
Caulking
Other -$
8000 Doors & Windows 39,750.00$
Metal Doors
Wood Doors -$
Storefront/glass
WindowsRadius head trim/Sash/Glass 39,750.00$
Hardware -$
Other

Exterior Siding
At all areas where siding is removed, replace any damaged/decayed plywood backing and install a moisture barrier to retain water-tight seal throughout the patched areas.

In addition to the Construction Documents and based on visual assessment of the exterior siding conditions and the attached photo documentation prepared by Dreyfuss and Blackford Architecture dated 27 October, 2022, assume the following in your Proposal.

Replace as needed with clear heart redwood or other knot free and decay resistant wood siding to match existing wood proﬁle and dimensions. Assume the following in your Proposal.

East Wall
Replacement and waterprooﬁng of 15% of the wall area
North Wall
Replacement and waterprooﬁng of 20% of the wall area
West Wall
Replacement and waterprooﬁng of 30% of the wall area
South Wall
Replacement and waterprooﬁng of 90% of the wall area
Unit Pricing- Square Feet
Given that during demolition/construction operations, additional siding may need replacement, provide unit pricing for scope beyond the assumptions listed above.

Roof Eave/Cornice Molding/Corbel/Eave Trim and Raised Panel Sections at Gable/Eave transition.

Replace as needed with clear heart redwood or other knot free and decay resistant wood trim to match existing wood proﬁle and dimensions. Like the siding, assume the following in your Proposal.

East Wall
Replacement and waterprooﬁng of 30% of the length of the eave North Wall
Replacement and waterprooﬁng of 100% of the partial cornice returns Replacement and waterprooﬁng of 20% of the length of the gable end fascia/eave West Wall Replacement and waterprooﬁng of 30% of the length of the eave South Wall
Replacement and waterprooﬁng of 100% of the partial cornice returns Replacement and waterprooﬁng of 40% of the length of the gable end fascia/eave Unit Pricing-Linear Foot
Given that during demolition/construction operations, additional cornice/eave trim may need replacement, provide unit pricing for scope beyond the assumptions listed above.

Corner Quoin Trim
Replace as needed with clear heart redwood or other knot free and decay resistant wood siding to match existing wood proﬁle and dimensions. Like the siding, assume the following in your Proposal.

East Wall
Replacement and waterprooﬁng of 50% of the total length North Wall
Replacement and waterprooﬁng of 15% of the total length West Wall
Replacement and waterprooﬁng of 25% of the total length South Wall
Replacement and waterprooﬁng of 75% of the total length Unit Pricing-Linear Foot
Given that during demolition/construction operations, additional Quoin trim may need replacement, provide unit pricing for scope beyond the assumptions listed above.

Window / Door Trim Molding
East Wall
Replace Flashing and waterprooﬁng of all radiused window head cornice, jambs and sills Repair or replace all true divided- lite, double hung wood windows like for like. Reuse existing historic glazing or replace with reproduction blown glass Replace ﬂashing and waterprooﬁng of door head and jamb molding, and threshold North Wall
Replace Flashing and waterprooﬁng of window head cornice, jambs and sill Repair or replace true divided- lite, double hung wood window like for like. Reuse existing historic glazing or replace with reproduction blown glass
Replace ﬂashing and waterprooﬁng of door heads, jamb molding and thresholds West Wall
Replace Flashing and waterprooﬁng of all radiused window head cornice, jambs and sills Repair or replace all true divided- lite, double hung wood windows like for like. Reuse existing historic glazing or replace with reproduction blown glass South Wall
Replace Flashing and waterprooﬁng of all radiused window head cornice, jambs and sills Repair or replace true divided- lite, double hung wood window like for like. Reuse existing historic glazing or replace with reproduction blown glass

A6
A6
A6
A6
A6
A6
A6
A6
A6
A6
A6
A6
A6
A6
A6
A6
A6
A1
A2
A2
A2
A2
A2
A2
A2
A2
A2
A2
A2
A2
A2
A2
A2
A4
A4
A4
A7
A7
A7
C1
C1
C1
C1
C3
C2
F2
F4
F5
B3
B4
B2
B1
B1
B2
B2
B1
B1
B1
B2
B2
B2
B2
B3
B2
B2
B2
B2
B2
B2
B2
B2
B2
B1
B1
B1
B1
B1
B1
A3
A3
G1
Existing Conditions Exterior Survey - Exhibit A
East Elevation
27 October 2022
City of Sacramento Steamers Building
Siding
A1 - Apparent damage
A2 - Chipping + peeling paint with exposed wood grain / surface A3 - Damaged quoin trim / corner bead trim
A4 - Extensive water damage / dry-rot, loose siding
A5 - Previous stair landing attachment area left exposed / exposed wood grain
A6 - Exiting hole / spray foam patch in siding
A7 - Existing hook in siding
A8 - Existing plywood patch
Quoins
B1 - Moderately damaged quoin - chipping + peeling paint B2 - Severely damaged quoin - exposed wood grain / surface B3 - Loose quoin
B4 - Missing quoin
Apertures
C1 - Potential water infiltration behind window / door trim, additional exploration recommended
C2 - Damaged window trim
C3 - Window left open for extended period of time, concerns about the condition of trim, frame, glass, and interior of space due to water infiltration
C4 - Extensively damaged windows
Roof
D1 - Severely damaged roof shingles
D2 - Internal water damaged observed at roof plywood sheathing Equipment
E1 - Existing electrical panel
E2 - Existing communications box
E3 - Existing hose bib
E4 - Existing condensation drain
E5 - Existing exposed water connection
E6 - Existing clean out
E7 - Existing electrical outlet without coverplate
E8 - Existing exposed wire / cable
Miscellaneous
F1 - Damaged / missing flashing around beam penetration into build- ing
F2 - Window trim was previously modified for post-installed service counter
F3 - Existing non-period light
F4 - Existing non-period door panel
F5 - Existing non-period fabric awning
F6 - Existing non-period metal louver does not align with laps in sid- ing
F7 - Missing wood sign applique
F8 - Existing PVC Pipe
Construction changes since the 2014 drawings were completed G1 - Fabric Awning was replaced with smaller fabric awning G2 - Exterior stair was removed
G3 - Boardwalk decking was replaced
G4 - Single story addition was removed
G5 - Addition of the maintenance plateform
A6
F4
F5
F3
F3
C1
C1
C1
F1
E1
E2
E3
E4
E4
E6
E5
E7
D1
D1
D1
A5
B2
B1
A4
A4
A1
A1
A6
A6
F6
G2
G3
Existing Conditions Exterior Survey - Exhibit A
North Elevation
27 October 2022
City of Sacramento Steamers Building
Siding
A1 - Apparent damage
A2 - Chipping + peeling paint with exposed wood grain / surface A3 - Damaged quoin trim / corner bead trim
A4 - Extensive water damage / dry-rot, loose siding
A5 - Previous stair landing attachment area left exposed / exposed wood grain
A6 - Exiting hole / spray foam patch in siding
A7 - Existing hook in siding
A8 - Existing plywood patch
Quoins
B1 - Moderately damaged quoin - chipping + peeling paint B2 - Severely damaged quoin - exposed wood grain / surface B3 - Loose quoin
B4 - Missing quoin
Apertures
C1 - Potential water infiltration behind window / door trim, additional exploration recommended
C2 - Damaged window trim
C3 - Window left open for extended period of time, concerns about the condition of trim, frame, glass, and interior of space due to water infiltration
C4 - Extensively damaged windows
Roof
D1 - Severely damaged roof shingles
D2 - Internal water damaged observed at roof plywood sheathing Equipment
E1 - Existing electrical panel
E2 - Existing communications box
E3 - Existing hose bib
E4 - Existing condensation drain
E5 - Existing exposed water connection
E6 - Existing clean out
E7 - Existing electrical outlet without coverplate
E8 - Existing exposed wire / cable
Miscellaneous
F1 - Damaged / missing flashing around beam penetration into build- ing
F2 - Window trim was previously modified for post-installed service counter
F3 - Existing non-period light
F4 - Existing non-period door panel
F5 - Existing non-period fabric awning
F6 - Existing non-period metal louver does not align with laps in sid- ing
F7 - Missing wood sign applique
F8 - Existing PVC Pipe
Construction changes since the 2014 drawings were completed G1 - Fabric Awning was replaced with smaller fabric awning G2 - Exterior stair was removed
G3 - Boardwalk decking was replaced
G4 - Single story addition was removed
G5 - Addition of the maintenance plateform
A6
A6
A6
B3
A3
B4
B4
B4
B4
B4
B4
B4
B2
B3
B2
B2
B2
B2
B2
B2
C1
C3
C4
C4
C4
F1
A1
A1
A2
E8
A8
A8
A8
A8
A8
A8
F7
F8
A4
A4
A4
A4
A4
A4
A6
A4
A4
A4
A4
A4
A2
A2
A2
A2
Existing Conditions Exterior Survey - Exhibit A
South Elevation
27 October 2022
City of Sacramento Steamers Building
Siding
A1 - Apparent damage
A2 - Chipping + peeling paint with exposed wood grain / surface A3 - Damaged quoin trim / corner bead trim
A4 - Extensive water damage / dry-rot, loose siding
A5 - Previous stair landing attachment area left exposed / exposed wood grain
A6 - Exiting hole / spray foam patch in siding
A7 - Existing hook in siding
A8 - Existing plywood patch
Quoins
B1 - Moderately damaged quoin - chipping + peeling paint B2 - Severely damaged quoin - exposed wood grain / surface B3 - Loose quoin
B4 - Missing quoin
Apertures
C1 - Potential water infiltration behind window / door trim, additional exploration recommended
C2 - Damaged window trim
C3 - Window left open for extended period of time, concerns about the condition of trim, frame, glass, and interior of space due to water infiltration
C4 - Extensively damaged windows
Roof
D1 - Severely damaged roof shingles
D2 - Internal water damaged observed at roof plywood sheathing Equipment
E1 - Existing electrical panel
E2 - Existing communications box
E3 - Existing hose bib
E4 - Existing condensation drain
E5 - Existing exposed water connection
E6 - Existing clean out
E7 - Existing electrical outlet without coverplate
E8 - Existing exposed wire / cable
Miscellaneous
F1 - Damaged / missing flashing around beam penetration into build- ing
F2 - Window trim was previously modified for post-installed service counter
F3 - Existing non-period light
F4 - Existing non-period door panel
F5 - Existing non-period fabric awning
F6 - Existing non-period metal louver does not align with laps in sid- ing
F7 - Missing wood sign applique
F8 - Existing PVC Pipe
Construction changes since the 2014 drawings were completed G1 - Fabric Awning was replaced with smaller fabric awning G2 - Exterior stair was removed
G3 - Boardwalk decking was replaced
G4 - Single story addition was removed
G5 - Addition of the maintenance plateform
A2
C1
C1
C1
C1
F6
B2
B2
B2
B2
B1
B1
B1
B1
B1
B2
B2
A2
A2
A2
A2
A4
A4
A4
A4
G5
Existing Conditions Exterior Survey - Exhibit A
West Elevation
27 October 2022
City of Sacramento Steamers Building
Siding
A1 - Apparent damage
A2 - Chipping + peeling paint with exposed wood grain / surface A3 - Damaged quoin trim / corner bead trim
A4 - Extensive water damage / dry-rot, loose siding
A5 - Previous stair landing attachment area left exposed / exposed wood grain
A6 - Exiting hole / spray foam patch in siding
A7 - Existing hook in siding
A8 - Existing plywood patch
Quoins
B1 - Moderately damaged quoin - chipping + peeling paint B2 - Severely damaged quoin - exposed wood grain / surface B3 - Loose quoin
B4 - Missing quoin
Apertures
C1 - Potential water infiltration behind window / door trim, additional exploration recommended
C2 - Damaged window trim
C3 - Window left open for extended period of time, concerns about the condition of trim, frame, glass, and interior of space due to water infiltration
C4 - Extensively damaged windows
Roof
D1 - Severely damaged roof shingles
D2 - Internal water damaged observed at roof plywood sheathing Equipment
E1 - Existing electrical panel
E2 - Existing communications box
E3 - Existing hose bib
E4 - Existing condensation drain
E5 - Existing exposed water connection
E6 - Existing clean out
E7 - Existing electrical outlet without coverplate
E8 - Existing exposed wire / cable
Miscellaneous
F1 - Damaged / missing flashing around beam penetration into build- ing
F2 - Window trim was previously modified for post-installed service counter
F3 - Existing non-period light
F4 - Existing non-period door panel
F5 - Existing non-period fabric awning
F6 - Existing non-period metal louver does not align with laps in sid- ing
F7 - Missing wood sign applique
F8 - Existing PVC Pipe
Construction changes since the 2014 drawings were completed G1 - Fabric Awning was replaced with smaller fabric awning G2 - Exterior stair was removed
G3 - Boardwalk decking was replaced
G4 - Single story addition was removed
G5 - Addition of the maintenance plateform
D2
D2
D2
D1
D1
D1
D1
D1
Existing Conditions Exterior Survey - Exhibit A
Roof
27 October 2022
City of Sacramento Steamers Building
Siding
A1 - Apparent damage
A2 - Chipping + peeling paint with exposed wood grain / surface A3 - Damaged quoin trim / corner bead trim
A4 - Extensive water damage / dry-rot, loose siding
A5 - Previous stair landing attachment area left exposed / exposed wood grain
A6 - Exiting hole / spray foam patch in siding
A7 - Existing hook in siding
A8 - Existing plywood patch
Quoins
B1 - Moderately damaged quoin - chipping + peeling paint B2 - Severely damaged quoin - exposed wood grain / surface B3 - Loose quoin
B4 - Missing quoin
Apertures
C1 - Potential water infiltration behind window / door trim, additional exploration recommended
C2 - Damaged window trim
C3 - Window left open for extended period of time, concerns about the condition of trim, frame, glass, and interior of space due to water infiltration
C4 - Extensively damaged windows
Roof
D1 - Severely damaged roof shingles
D2 - Internal water damaged observed at roof plywood sheathing Equipment
E1 - Existing electrical panel
E2 - Existing communications box
E3 - Existing hose bib
E4 - Existing condensation drain
E5 - Existing exposed water connection
E6 - Existing clean out
E7 - Existing electrical outlet without coverplate
E8 - Existing exposed wire / cable
Miscellaneous
F1 - Damaged / missing flashing around beam penetration into build- ing
F2 - Window trim was previously modified for post-installed service counter
F3 - Existing non-period light
F4 - Existing non-period door panel
F5 - Existing non-period fabric awning
F6 - Existing non-period metal louver does not align with laps in sid- ing
F7 - Missing wood sign applique
F8 - Existing PVC Pipe
Construction changes since the 2014 drawings were completed G1 - Fabric Awning was replaced with smaller fabric awning G2 - Exterior stair was removed
G3 - Boardwalk decking was replaced
G4 - Single story addition was removed
G5 - Addition of the maintenance plateform
A9.10
1 SIM
A5.1
1 Ref
1 Ref
1 Ref
1 Ref
1 A5.1
SIM
____
_

SYMBOLS

GRID LINE TYPICAL

WORK POINT, CONTROL POINT OR DATUM POINT

ROOM NAME

ROOM NUMBER

KEYNOTE TAG

SEE NOTES ON SIDE OF SHEET

DEMOLITION KEYNOTE TAG

SEE NOTES ON SIDE OF SHEET

DOOR TAG

SEE DOOR SCHEDULE SHEET

WINDOW TAG

SEE WINDOW SCHEDULE SHEET

EQUIPMENT DESIGNATION

WALL TYPE TAG

REVISION TAG

DETAIL TAGS

SEE SHEET INDICATED

ELEVATION DESIGNATION TAG

SEE SHEET INDICATED

SECTION CUT TAG

SEE SHEET INDICATED

MILLWORK TYPE TAG

ROOM FINISH TYPE TAG

MATERIAL TAG
?
101
S1
001
XXXXX
1 0
LEVEL 1
0' -0"
?
ROOM
NAME
101
X-XX
?
222
XX" XX" XX"

VICINITY MAP

PROJECT SITE
OWNER

ARCHITECTURAL

CITY OF SACRAMENTO

DEPARTMENT OF PUBLIC WORKS

FACILITIES AND REAL PROPERTY
5730 24TH STREET, BUILDING 4
SACRAMENTO, CA 95822

NADIA MELGOZA
TELEPHONE: 916 320 -1885
[email protected]

DREYFUSS & BLACKFORD ARCHITECTS
3540 FOLSOM BOULEVARD
SACRAMENTO, CALIFORNIA 95816
TELEPHONE: 916 453 -1234

GUS FISCHER
TELEPHONE: 916 453 -1234
gfischer@db -arch.com

STRUCTURAL ENGINEER

PROJECT TEAM
BUEHLER ENGINEERING, INC.
600 Q STREET, SUITE 200
SACRAMENTO, CA 95811
TELEPHONE: 916 433 -3030

LARRY JONES
TELEPHONE: 916 433 -3030
[email protected]

GENERAL NOTES

1. ALL DIMENSIONS SHALL BE FIELD VERIFIED.

DIMENSIONS AT EXISTING CONDITIONS ARE TO THE

FACE OF EXISTING FINISH, UNLESS OTHERWISE
NOTED. DIMENSIONS AT NEW WORK ARE TO THE

FACE OF FRAMING OR FACE OF STUD, UNLESS
OTHERWISE NOTED. DIMENSIONS AT EXISTING

CONDITIONS ARE FOR REFERENCE ONLY AND ARE TO
BE FIELD VERIFIED.

2. THROUGHOUT CONTRACT DOCUMENTS, ITEMS THAT
ARE EXISTING ARE INDICATED AS "EXISTING" OR
(E); ITEMS WITHOUT THIS INDICATION ARE NEW

CONSTRUCTION AND TO BE CONTRACTOR

FURNISHED AND INSTALLED UNLESS OTHERWISE
NOTED. WHERE REQUIRED FOR CLARITY, SOME
ITEMS MAYBE INDICATED AS "NEW" OR (N).

3. REPAIR, PATCH, AND FINISH ALL EXISTING

SURFACES WHERE EXISTING CONSTRUCTION HAS
BEEN REMOVED PER THE CONTRACT DOCUMENTS.

4. INSTALL ALL WORK PLUMB, LEVEL AND STRAIGHT OR

AS REQUIRED TO ALIGN WITH EXISTING ADJACENT
SURFACE.

5. CONTRACTOR SHALL PROVIDE BRACING AND

SUPPORT TO MAINTAIN INTEGRITY OF EXISTING
CONSTRUCTION TO REMAIN.

6. CONTRACTOR SHALL DESIGN AND INSTALL SHORING
REQUIRED TO PERFORM THE WORK. RESPONSIBILITY

FOR ENGINEERING, CONSTRUCTION, AND SAFETY OF

THE SHORING SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.

7. DREYFUSS & BLACKFORD ASSUMES NO

RESPONSIBILITY FOR THE MANAGEMENT OF
HAZARDOUS MATERIALS THAT MAY BE ON SITE. AN
INVESTIGATION HAS BEEN PERFORMED. RESULTING

REPORT IS AVAILABLE UPON REQUEST FROM THE
OWNER.

8. REFER TO STEAMERS BUILDING EXTERIOR REPAIRS
SCOPE DOCUMENT DATED 18 JUNE 2024 FOR
MATERIAL QUANTITIES AND ATTRIBUTES.

OWNER: CITY OF SACRAMENTO

DEPARTMENT OF PUBLIC WORKS

FACILITIES AND REAL PROPERTY MANAGEMENT
5730 24TH STREET, BUILDING 4
SACRAMENTO, CA 95822
PROJECT LOCATION: 1110 FRONT STREET
SACRAMENTO, CA 95812
DESCRIPTION:

BUILT IN 1986, THE CALIFORNIA STEAM NAVIGATION COMPANY OFFICE IS A 2 STORY

RECONSTRUCTION BUILDING LOCATED ALONG THE OLD SACRAMENTO RIVERFRONT.THE STEAMER BUILDING IS A CONTRIBUTING STRUCTURE OF THE OLD SACRAMENTO NATIONAL HISTORIC LANDMARK DISTRICT. ALL WORK SHALL COMPLY WITH THE SECRETARY OF THE INTERIORS STANDARDS FOR RESTORATION.

LEVEL 1 CURRENTLY FUNCTIONS AS A PREP KITCHEN FOR A NEIGHBORING RESTAURANT. LEVEL 2 IS CURRENTLY UNOCCUPIED, SHELL SPACE INACCESSIBLE FROM GROUND LEVEL. THE EXTERIOR STAIR WAS PREVIOUSLY REMOVED FOR

BOARDWALK/DECK REPAIRS AND IS ANTICIPATED TO BE REINSTALLED IN A SUBSEQUENT PROJECT.

FOLLOWING THE PHASE I RE -ROOFING PACKAGE, THE PHASE II PROJECT SCOPE

CAPTURES EXTERIOR REPAIRS INCLUDING, REMOVAL AND REPLACEMENT OF SIDING,

PAINTING, REPAIRS TO WINDOWS, DOORS, AND TRIM/MOLDINGS, AND REMOVAL OF NON -APPROPRIATE ITEMS FROM THE EXTERIOR.

APN: 006 -0075 -003 -0000
ALL WORK SHALL CONFORM TO THE FOLLOWING CODES:
2022 CBC CALIFORNIA BUILDING CODE
2022 CEC CALIFORNIA ELECTRIC CODE
2022 CMC CALIFORNIA MECHANICAL CODE
2022 CPC CALIFORNIA PLUMBING CODE
2022 CALIFORNIA ENERGY CODE
2022 CEBC CALIFORNIA EXISTING BUILDING CODE
2022 CFC CALIFORNIA FIRE CODE
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE

PROJECT SUMMARY

CODE INFORMATION
OCCUPANCY: B
CONSTRUCTION TYPE: VB
FIRE SPRINKLERED: NO
EXISTING HEIGHT/STORIES:
2 STORY, 34' -6"
EXISTING AREA:

FIRST FLOOR 546 SF
SECOND FLOOR 546 SF
TOTAL ABOVE GRADE PLANE 1,092 SF
OCCUPANT LOAD:
(B, 1:150)
FIRST FLOOR 4
*SECOND FLOOR 4
BUILDING TOTAL 8
* SECOND FLOOR CURRENTLY UNOCCUPIED, SHELLED SPACE FOR FUTURE TENANT.

THIS DRAWING IS NOT FINAL OR TO BE

USED FOR CONSTRUCTION UNTIL IT IS

SIGNED BY THE ARCHITECT/ENGINEER

REVISION BY DATE

AS SHOWN
6/21/2024 9:29:41 AM C:\Users\kmarcyan\OneDrive - DreyfussBlackford\Documents\C2020.00-City of Sacramento Steamers Bldg_A23_kmarcyan4H7JC.rvt 21 JUNE 2024
G0.00

CITY OF SACRAMENTO
C2020.00

CALIFORNIA STEAM
NAVIGATION COMPANY OFF.

EXTERIOR REPAIRS PROJECT
CD SET 21 JUNE, 2024
CALIFORNIA STEAM NAVIGATION COMPANY OFF.

EXTERIOR REPAIRS PROJECT
1110 FRONT STREET
SACRAMENTO, CA 95812

COVER SHEET
1110 FRONT STREET

SACRAMENTO, CA
95812
G0.00 COVER SHEET
D2.01 DEMOLITION FLOOR PLANS AND ELEVATIONS
A2.01 FLOOR PLANS
A3.01 EXTERIOR ELEVATIONS
A8.01 EXTERIOR WALL DETAILS
A8.10 EXTERIOR DOOR AND WINDOW DETAILS
REF A-1 REFERENCE SET
REF A-2 REFERENCE SET
REF A-3 REFERENCE SET
REF A-4 REFERENCE SET
REF A-5 REFERENCE PHOTOS

DRAWING INDEX
# POUND/NUMBER
& AND
(E) EXISTING
(N) NEW
< ANGLE
@ AT

C/L CENTERLINE

P/L PLATE/PROPERTY LINE
ø/DIA. DIAMETER/ROUND
A.B. AGGREGATE BASE
A.C. ASHPALT CONCRETE
A.D. AREA DRAIN
A.F.F. ABOVE FINISHED FLOOR
ACOUS. ACOUSTICAL
ADJ. ADJUSTABLE
AHU. AIR HANDLING UNIT
ALUM. ALUMINUM
APPROX. APPROXIMATE
ARCH. ARCHITECTURAL
ASB. ASBESTOS
AUTO. AUTOMATIC
GL. GLASS
B.D.F. BUILDING DISTRIBUTION

FACILITY
B.F.P. BACK FLOW PREVENTER
BD. BOARD
BIT. BITUMINOUS
BLDG. BUILDING
BLK. BLOCK
BLKG. BLOCKING
BM. BEAM
BTM. BOTTOM
BW. BACK OF WALK
C.B. CATCH BASIN
C.G. CORNER GUARD
C.I. CAST IRON
C.I.D. CLEAR INSIDE DIMENSION
C.J. CONTROL JOINT
C.L. CENTERLINE
C.M.U. CONCRETE MASONRY UNIT
C.O. CASED OPENING/CLEAN OUT

C/L CENTERLINE
CAB. CABINET
CEM. CEMENT
CER. CERAMIC
CLG. CEILING
CLKG. CAULKING
CLO. CLOSET
CLR. CLEAR
CNTR. COUNTER
COL. COLUMN
CONC. CONCRETE
CONN. CONNECTION
CONSTR. CONSTRUCTION
CONT. CONTINUOUS
COORD. COORDINATE
CORR. CORRIDOR
CPT. CARPET
CTSK. COUNTERSINK
D.F. DRINKING FOUNTAIN
D.O. DOOR OPENING
D.S.P. DRY STANDPIPE
DBL. DOUBLE
DEPT. DEPARTMENT
DET. DETAIL
DIA. DIAMETER
DIM. DIMENSION
DISP. DISPENSER
DN. DOWN
DR. DOOR
DS. DOWNSPOUT
DWG. DRAWING
DWR. DRAWER
E. EACH
E.J. EXPANSION JOINT
E.P. ELECTRICAL PANELBOARD
E.W.C. ELECTRIC WATER COOLER
EA. EACH
EL. ELEVATION
ELEC. ELECTRICAL
ELEV. ELEVATION
EMER. EMERGENCY
ENCL. ENCLOSURE
EQ. EQUAL
EQUIP. EQUIPMENT
EXIST. EXISTING
EXP. EXPANSION
EXT. EXTERIOR
F.A. FIRE ALARM
F.B. FLAT BAR
F.D. FLOOR DRAIN
F.D.C. FIRE DEPARTMENT CONNECTION
F.E. FIRE EXTINGUISHER
F.E.C. FIRE EXTINGUISHER CABINET
F.F. FINISH FLOOR
F.F.E. FINISH FLOOR ELEVATION
F.H. FIRE HYDRANT
F.H.V.C. FIRE HOSE VALVE CABINET
F.O. FACE OF
F.O.C. FACE OF CONCRETE/CURB
F.O.F. FACE OF FINISH
F.O.M. FACE OF MASONRY
F.O.S. FACE OF STUDS
F.R.T. FIRE RETARDANT TREATED
F.S. FULL SIZE
FDN. FOUNDATION
FIN. FINISH
FL. FLOW LINE
FLASH. FLASHING
FLR. FLOOR
FLUOR. FLUORESCENT
FPRF. FIREPROOF
FT. FOOT/FEET
FTG. FOOTING
FURR. FURRING
FUT. FUTURE
G.B. GRAB BAR/GRADE BREAK
G.F.R.G. GLASS FIBER REINFORCED
GYPSUM
G.I. GALVANIZED IRON
GA. GAUGE
GALV. GALVANIZED
GND. GROUND
GR. GRADE
GYP. GYPSUM
H.B. HOSE BIBB
H.C. HOLLOW CORE/ACCESSIBLE

CURB RAMP
H.G. HARDWARE GROUP
H.M. HOLLOW METAL
HDWD. HARDWOOD
HDWE. HARDWARE
HORIZ. HORIZONTAL
HR. HOUR
HSS. HOLLOW STEEL SECTION
HT. HEIGHT
I.D. INSIDE DIAMETER/DIMENSION
I.D.F. INTERMEDIATE DISTRUBUTION

FACILITY
INSUL. INSULATION
INT. INTERIOR
JAN. JANITOR
JT. JOINT
KIT. KITCHEN
LAB. LABORATORY
LAM. LAMINATE
LAV. LAVATORY
LKR. LOCKER
LT. LIGHT
R.D. ROOF DRAIN
M.C. MEDICINE CABINET
M.O. MASONRY OPENING
MAX. MAXIMUM
MDF. MEDIUM DENSITY FIBERBOARD
MECH. MECHANICAL
MEMB. MEMBRANE
MFR. MANUFACTURER
MH. MANHOLE
MIN. MINIMUM
MIRR. MIRROR
MISC. MISCELLANEOUS
MTD. MOUNTED
MTL. METAL
MUL. MULLION
N. NORTH
N.I.C. NOT IN CONTRACT
N.T.S. NOT TO SCALE
NO. NUMBER
NOM. NOMINAL
O.A. OVERALL
O.C. ON CENTER
O.D. OUTSIDE DIAMETER/DIMENSION
O.H. OVERHEAD

O/ OVER
OFF. OFFICE
OPNG. OPENING
OPP. OPPOSITE
P.C. PRECAST
P.I.V. POST INDICATOR VALVE
P.M. PRESSED METAL
P.O.C. POINT OF CONNECTION
P.T. PRESSURE TREATED
PL. PLATE
PLAS. PLASTER/PLASTIC
PLYWD. PLYWOOD
PR. PAIR
PT. POINT
PTN. PARTITION
Q.T. QUARRY TILE
R. RISER/RADIUS
R.O. ROUGH OPENING
R.W.L. RAIN WATER LEADER
REF. REFRIGERATOR
REG. REGISTER
REINF. REINFORCED
REQD. REQUIRED
RESIL. RESILIENT
RM. ROOM
RWD. REDWOOD
S. SOUTH
S.C. SOLID CORE
S.S. STAINLESS STEEL
S.V. SHEET VINYL
SCHED. SCHEDULE
SECT. SECTION
SH. SHELF
SHT. SHEET
SHWR. SHOWER
SIM. SIMILAR
SMH. SEWER MANHOLE
SMS. SHEET METAL SCREW
SPEC. SPECIFICATION
SQ. SQUARE
STA. STATION
STD. STANDARD
STL. STEEL
STOR. STORAGE
STRUC. STRUCTURAL
SUSP. SUSPENDED
SYM. SYMMETRICAL
T. TREAD
T.&B. TOP AND BOTTOM
T.&G. TONGUE AND GROOVE
T.C. TOP OF CURB
T.O. TOP OF
T.O.F. TOP OF FRAMING
T.O.S. TOP OF STEEL
T.S. TUBE STEEL
T.V. TELEVISION
T.W. TOP OF WALL
TEL. TELEPHONE
TER. TERAZZO
THK. THICK
TYP. TYPICAL
U.O.N. UNLESS OTHERWISE NOTED
UR. URINAL
VCT. VINYL COMPOSITION TILE
VERT. VERTICAL
VEST. VESTIBULE
W. WEST
W.C. WATER CLOSET

W/ WITH

W/O WITHOUT
WD. WOOD
WP. WATERPROOF/WORK POINT
WSCT. WAINSCOT
WT. WEIGHT
XFMR. TRANSFORMER
S.A.M. SELF ADHERED MEMBRANE
V.I.F. VERIFY IN FIELD
GUSTUS H. FISCHER
C21443
REN. 12/31/23
12/31/25
B
A
12 20'-0" V.I.F.
30'-0" V.I.F.

NO
WORK

EXISTING UTILITY BOXES
D01 D01
D01
D01
D02 D02
D02 D02
D03
D03
D03
D05
D04 D04 D04
D07
D07
D2.01
5 D2.01
2 D2.01
4 D2.01
1 7'-0" V.I.F.
9'-0" V.I.F.
5'-11" V.I.F. 5'-5" V.I.F.
10'-6" V.I.F.

EXISTING ART

INSTALLATION

EXISTING STEEL

MAINTENANCE CATWALK
EXISTING 36" GATE

EXISTING WOOD CURB

EXISTING METAL FENCE
EXISTING 36" GATE

EXISTING WOOD DECKING

EXISTING CONCRETE DECKING

EXISTING WOOD CURB

EXISTING METAL FENCE

SACRAMENTO RIVER
REF
A-7
1 B
A
12 NO
WORK
D01
D03
D03
D03
D03
D03
D03
D01
D01
D01
D06
D02 D02
D02 D02
30'-0" V.I.F.
20'-0" V.I.F.

SHELL SPACE FOR FUTURE TENANT
REF
A-7
1 1. SEE SHEET G0.00 FOR GENERAL PROJECT NOTES.

2. CONTRACTOR SHALL VERIFY THAT EXISTING
CONDITIONS ARE AS INDICATED ON THE DRAWINGS.

NOTIFY ARCHITECT IMMEDIATELY OF VARIATIONS OR
DISCREPANCIES. DO NOT PROCEED WITH AFFECTED

WORK UNTIL VARIATIONS OR DISCREPANCIES ARE
RESOLVED BY THE ARCHITECT.

3. CONTRACTOR SHALL PROTECT EXISTING
CONSTRUCTION TO REMAIN. CONTRACTOR SHALL BE

RESPONSIBLE FOR RESTORING, REPAIRING, OR

REPLACING ANY ITEMS DAMAGED DURING
CONSTRUCTION.

4. COORDINATE REMOVAL REQUIRED FOR STRUCTURAL,

MECHANICAL, PLUMBING, AND ELECTRICAL WORK
WITH RESPECTIVE DRAWINGS.

GENERAL NOTES
D01 - REMOVE EXISTING WOOD SIDING

AND ANY SPRAY FOAM PATCHES
D02 - REMOVE EXISTING QUOINS
D03 - REMOVE EXISTING WINDOW

TRIM/MOLDING FOR INSTALLATION OF

NEW SIDING
D04 - REMOVE EXISTING WINDOW BOARD -
UP
D05 - REMOVE EXISTING METAL WINDOW

COUNTER AND DISCARD
D06 - REMOVE EXISTING DOOR

TRIM/MOLDINGS FOR INSTALLATION OF

NEW SIDING
D07 - REMOVE EXISTING DOOR

TRIM/MOLDINGS FOR INSTALLATION OF

NEW SIDING, AND REMOVE DOOR
PANEL
D08 - REMOVE EXISTING AWNING AND

DISCARD
D09 - REMOVE EXISTING LIGHT FIXTURE
D10 - REMOVE EXISTING METAL LOUVER
D11 - REMOVE EXISTING SIGN APPLIQUE AND

SAVE FOR REUSE
D12 - REMOVE EXISTING PVC PIPE
D13 - REMOVE EXISTING PLYWOOD PATCH
D14 - REMOVE EXPOSED WIRE/CABLE
D15 - REMOVE EXISTING DOWNSPOUT
D16 - REMOVE EXISTING TRIM/MOLDING

FOR INSTALLATION OF NEW SIDING
D17 - DETACH SURFACE MOUNTED UTILITY

PANELS, SUPPORTS, PIPING, AND

CONDUIT FROM BUILDING FOR NEW

SIDING INSTALLATON
D18 - VERIFY IF EXISTING WATER LINE IS
STILL IN USE. IF ABANDONED, CUT AND

CAP BEHIND WALL AS NEEDED AND

SIDE OVER
D19 - VERIFY IF DRAIN LINES ARE STILL IN
USE. IF ABANDONED, CUT AND CAP

BEHIND WALL AS NEEDED AND SIDE
OVER
D20 - VERIFY IF EXISTING OPENING IS IN USE

FOR DRAIN OF THE WALK -IN
REFRIGERATOR FAN COIL UNIT. EXTEND
DRAIN LINE WITH 90 DEGREE TURN -
DOWN ELBOW TO 6' -0" ABOVE
FINISHED GRADE. IF DRAIN LINE IS

NOT IN USE, CAP LINE BEHIND WALL

AND SIDE OVER
D21 - REMOVE EXISTING ELECTRICAL OUTLET

AND CUT AND CAP BEHIND WALL AS
NEEDED
DEMOLITION KEYNOTES #
Level 1
0' - 0"
Level 2
13' - 9"
T.O. PLATE
24' - 2"
T.O. SCREEN
34' - 6"
D03 D06
D07
D01 D02 D02
D11
D21
D09
D08
D09
D09
D10
PHASE 1 RE -ROOFING

PACKAGE EXTENT OF

WORK (NO WORK IN

THIS PHASE)
D17 D17
D17
D16 D16
D16 D16
D15 D15
REF A -5
5 SEE REFERENCE PHOTO ON 5/REF A -5

FOR EXISTING CONDITION

EXISTING ELECTRIC METER

EXISTING

COMMUNICATIONS BOX

EXISTING GAS LINE

EXISTING CLEAN OUT

EXISTING WATER LINE

EXISTING POWER OUTLET

EXISTING STEEL

MAINTENANCE

CATWALK

EXISTING WOOD CURB

EXISTING DRAIN LINES
D18
D19 Level 1
0' - 0"
Level 2
13' - 9"
T.O. PLATE
24' - 2"
T.O. SCREEN
34' - 6"
D01 D02 D02
D03 D03
D03
D07
D08
D05
PHASE 1 RE -ROOFING

PACKAGE EXTENT OF WORK
(NO WORK IN THIS PHASE)
D08
D15 D15
D16
D20
Level 1
0' - 0"
Level 2
13' - 9"
T.O. PLATE
24' - 2"
T.O. SCREEN
34' - 6"
D04 D04 D04
D01 D02 D02
D03
D12 D13
D13
D13
D13
D13
D14
PHASE 1 RE -ROOFING

PACKAGE EXTENT OF

WORK (NO WORK IN

THIS PHASE)
D15 D15
D03 D03 D03
D16 D16
D16 D16

EXISTING WOOD CURB

EXISTING STEEL

MAINTENANCE

CATWALK
Level 1
0' - 0"
Level 2
13' - 9"
T.O. PLATE
24' - 2"
T.O. SCREEN
34' - 6"
D03 D03
D03 D03
D10 D01 D02 D02
PHASE 1 RE -ROOFING

PACKAGE EXTENT OF WORK
(NO WORK IN THIS PHASE)
D16 D16
D15 D15
D16 D08
NORTH

THIS DRAWING IS NOT FINAL OR TO BE

USED FOR CONSTRUCTION UNTIL IT IS

SIGNED BY THE ARCHITECT/ENGINEER

REVISION BY DATE

AS SHOWN
6/21/2024 9:29:45 AM C:\Users\kmarcyan\OneDrive - DreyfussBlackford\Documents\C2020.00-City of Sacramento Steamers Bldg_A23_kmarcyan4H7JC.rvt 21 JUNE 2024
D2.01

CITY OF SACRAMENTO
C2020.00

CALIFORNIA STEAM
NAVIGATION COMPANY OFF.

EXTERIOR REPAIRS PROJECT
CD SET 21 JUNE, 2024

DEMOLITION FLOOR PLANS

AND ELEVATIONS
1110 FRONT STREET

SACRAMENTO, CA
95812
1/4" = 1'-0"
FIRST FLOOR DEMOLITION PLAN 6
1/4" = 1'-0"
SECOND FLOOR DEMOLITION PLAN 31/4" = 1'-0"
NORTH - DEMOLITION ELEVATION 1 1/4" = 1'-0"
EAST - DEMOLITION ELEVATION 2
1/4" = 1'-0"
SOUTH - DEMOLITION ELEVATION 4 1/4" = 1'-0"
WEST - DEMOLITION ELEVATION 5
GUSTUS H. FISCHER
C21443
REN. 12/31/23
12/31/25
B
A
12 NO
WORK

MANEUVERING CLEARANCES AT

DOOR SHALL COMPLY WITH
2022 CBC SECTION 11B -404.2.4

MANEUVERING CLEARANCES AT

DOOR SHALL COMPLY WITH
2022 CBC SECTION 11B -404.2.4
A3.01
2 A3.01
4 A3.01
3 A3.01
1 A8.01
7 A8.01
7 A8.01
7 A8.01
7 101
102
20'-0" V.I.F.

EXISTING UTILITY BOXES

EXISTING ART

INSTALLATION
9'-0" V.I.F.

EXISTING STEEL

MAINTENANCE CATWALK
5'-11" V.I.F.

EXISTING 36" GATE

EXISTING WOOD CURB

EXISTING METAL FENCE
EXISTING 36" GATE
5'-5" V.I.F.

EXISTING WOOD DECKING

EXISTING CONCRETE DECKING
30'-0" V.I.F.
7'-0" V.I.F.
10'-6" V.I.F.

EXISTING WOOD CURB

EXISTING METAL FENCE
01 01
01 01
02 02
02 02
03 03
03 03 03 03
06 06
04 04 04

SACRAMENTO RIVER
REF
A-6
1 REF
A-7
1 B
A
12 NO
WORK
201
30'-0" V.I.F.
20'-0" V.I.F.

EXISTING ART INSTALLATION

SHELLED SPACE FOR FUTURE TENANT
01 03
03 03
03 03
03 01
01 01
05 02 02
02 02
REF
A-7
1 GENERAL NOTES

1. SEE SHEET G0.00 FOR GENERAL PROJECT NOTES.

MATERIAL LEGEND
PT -1 WHITE PAINT COLOR TO MATCH PHASE I:

SHERWIN WILLIAMS SUNDEW 7688
PT -2 RED PAINT COLOR TO MATCH PHASE I:

SHERWIN WILLIAMS REDDENED EARTH 6053
01 - INSTALL HARDIE ARTISAN CHANNEL SIDING,
PAINT PT -1. REPAIR AND/OR REPLACE EXISTING
SHEATHING PAPER AND SHEATHING AS NEEDED.
02 - INSTALL NEW WOOD QUOINS, PAINT PT -2.
03 - REPAIR/REPLACE WINDOW, TRIM/MOLDING IN
KIND AS NEEDED, PER DETAIL 2/A8.10, PAINT PT -2.

REFER TO WINDOW SCHEDULE ON REF -A2 AND 5/A -4
WINDOW ELEV ON REF A -4. VERIFY DIMENSIONS IN
FIELD.
04 - REPAIR/REPLACE WINDOW, TRIM/MOLDING IN
KIND AS NEEDED, PAINT PT -2. INSTALL SHUTTER
PANELS PER DETAIL 3/A8.10. REFER TO WINDOW
SCHEDULE ON REF -A2 AND 5/A -4 WINDOW ELEV ON
REF A -4. VERIFY DIMENSIONS IN FIELD.
05 - INSTALL NEW WOOD DOOR TRIM, PAINT PT -2.
06 - INSTALL NEW WOOD DOOR TRIM AND WOOD
DOOR PANEL, PAINT PT -2.
07 - INSTALL NEW GABLE VENT. VENT MOUNTING HEIGHT

TO BE VERIFIED IN FIELD TO ENSURE VENT FITS
BETWEEN NEW HEADER AND EXISTING TOP PLATE.

PAINT PT -1. EKENA MILLWORK ITEM #
GVPRO18X1801FUN OR APPROVED EQUAL WITH MIN.
100 SQ. IN. NET -FREE VENTING AREA.
08 - REINSTALL EXISTING SIGN APPLIQUE OVER
NEW SIDING.
09 - INSTALL NEW METAL LOUVER; FREE AREA TO
MATCH EXISTING. LOCATE LOUVER SUCH THAT

TOP AND BOTTOM ALIGN WITH CHANNELS IN
SIDING, PAINT PT -1. SIDE OVER VENT OPENINGS
IF NO LONGER IN ACTIVE USE.
10 - INSTALL NEW LIGHT FIXTURE. LUMENS, HI -LITE,

ANGLE A ARM OUTDOOR WALL SCONCE,
ITEM# HLC2006489 OR APPROVED EQUAL. LIGHT

FIXTURE MOUNTING HEIGHT TO BE VERIFIED IN FIELD

TO ENSURE ELECTRICAL BOX TO BE INSTALLED ABOVE
ATTIC FLOOR.
11 - INSTALL NEW LIGHT FIXTURE. LUMENS, HI -LITE,
WAREHOUSE 42 ARM OUTDOOR WALL SCONCE,
ITEM#HLC2004241, OR APPROVED EQUAL.
12 - PROVIDE WEATHER PROOFING AND SADDLE

FLASHING AROUND EXISTING WOOD CURB
INTERSECTION WITH WALL. EXACT DIMENSIONS

AND DETAILING TO BE ESTABLISHED AFTER
DEMOLITION INVESTIGATION. PAINT TRIM TO
MATCH ADJACENT WOOD QUOINS. SEE 6/REF A -5
AND 7/REF A -5 FOR PHOTOS OF EXISTING
CONDITION.
13 - INSTALL NEW SIGN APPLIQUE. MATCH EXISTING

SIGN APPLIQUE LOCATED ON NORTH SIDE OF
BUILDING. MOUNT CENTERED BETWEEN GABLE VENT
AND WINDOW.
14 - INSTALL NEW GALVANIZED STEEL DOWNSPOUTS
PER DETAIL 4/A8.01, PAINT PT -1.
15 - REPAIR/REPLACE MOLDING IN KIND AS NEEDED,
PAINT PER ELEVATION NOTES.
16 - DETACH SURFACE MOUNTED UTILITY PANELS,

SUPPORTS, PIPING, AND CONDUIT FROM

BUILDING FOR SIDING INSTALLATON AND
REATTACH. CONCEAL AND/OR REMOVE

ABANDONED EXPOSED LOW VOLTAGE AND
COMMUNICATIONS CABLES.
17 - PROVIDE A LOCKING, VANDAL RESISTANT,

WEATHERPROOF, COVER BOX OVER THE
EXISTING ELECTRICAL OUTLET.
18 - VERIFY IF EXISTING WATER LINE IS STILL IN USE. IF

ABANDONED, CUT AND CAP BEHIND WALL AS NEEDED
AND SIDE OVER.
19 - VERIFY IF DRAIN LINES ARE STILL IN USE. IF

ABANDONED, CUT AND CAP BEHIND WALL AS NEEDED
AND SIDE OVER.
20 - VERIFY IF EXISTING OPENING IS IN USE FOR DRAIN
OF THE WALK -IN REFRIGERATOR FAN COIL UNIT.

EXTEND DRAIN LINE WITH 90 DEGREE TURN -DOWN
ELBOW TO 6' -0" ABOVE FINISHED GRADE. IF DRAIN

LINE IS NOT IN USE, CAP LINE BEHIND WALL AND
SIDE OVER.

KEYNOTES #

FLOOR PLAN SYMBOLS
X101 DOOR TAG, SEE SHEET A8.10

KEYNOTE

AREA NOT IN PROJECT SCOPE

EXISTING BOARDWALK - WOOD DECKING

EXISTING BOARDWALK - CONCRETE DECKING

EXISTING STEEL MAINTENANCE CATWALK
XX
NORTH

THIS DRAWING IS NOT FINAL OR TO BE

USED FOR CONSTRUCTION UNTIL IT IS

SIGNED BY THE ARCHITECT/ENGINEER

REVISION BY DATE

AS SHOWN
6/21/2024 9:29:46 AM C:\Users\kmarcyan\OneDrive - DreyfussBlackford\Documents\C2020.00-City of Sacramento Steamers Bldg_A23_kmarcyan4H7JC.rvt 21 JUNE 2024
A2.01

CITY OF SACRAMENTO
C2020.00

CALIFORNIA STEAM
NAVIGATION COMPANY OFF.

EXTERIOR REPAIRS PROJECT
CD SET 21 JUNE, 2024

FLOOR PLANS
1110 FRONT STREET

SACRAMENTO, CA
95812
1/4" = 1'-0"
LEVEL 1 - FLOOR PLAN 11/4" = 1'-0"
LEVEL 2 - FLOOR PLAN 2
GUSTUS H. FISCHER
C21443
REN. 12/31/23
12/31/25

GENERAL NOTES

1. SURVEY PROVIDED IS PRELIMINARY. CONTRACTOR

SHALL VERIFY QUANTITY, CONDITION, AND
LOCATION OF PENETRATIONS AND PATCHES.

2. PAINT ENTIRE BUILDING ENVELOPE INCLUDING

SIDING AND TRIM

MATERIAL LEGEND
PT -1 WHITE PAINT COLOR TO MATCH PHASE I:

SHERWIN WILLIAMS SUNDEW 7688
PT -2 RED PAINT COLOR TO MATCH PHASE I:

SHERWIN WILLIAMS REDDENED EARTH 6053
Level 1
0' - 0"
Level 2
13' - 9"
T.O. PLATE
24' - 2"
T.O. SCREEN
34' - 6"
05 11 08
10 11
09 06
02 01
02 03

EXISTING MECHANICAL

SCREEN, NOT IN SCOPE
EXISTING WOOD MOLDING. REPAIR/REPLACE IN KIND, PT -2
EXISTING WOOD CORONA FASCIA. REPAIR/REPLACE IN KIND, PT -1 EXISTING WOOD BED MOLDING. REPAIR/REPLACE IN KIND, PT -2 EXISTING WOOD SCROLL BRACKET. REPAIR/REPLACE IN KIND, PT -2 EXISTING WOOD MOLDING. REPAIR/REPLACE IN KIND, PT -2
EXISTING WOOD FRIEZE.REPAIR/REPLACE IN KIND, PT -1
MOLDING PT -2
12 5
A8.01
_____
2 A8.01
_____
1 A8.01
_____
4 A8.01
_____
PHASE 1 RE -ROOFING

PACKAGE EXTENT OF

WORK (NO WORK IN

THIS PHASE)
14 14
15 15 15
15 7
A8.01
_____
OPP
7 A8.01
_____
REF A -5
5 SEE REFERENCE PHOTO ON 5/REF A -5

FOR EXISTING CONDITION

EXISTING ELECTRIC METER

EXISTING COMMS BOX

EXISTING GAS LINE

EXISTING CLEAN OUT

EXISTING WATER LINE

EXISTING POWER OUTLET
16 16
REF A -5
6 SEE REFERENCE PHOTO
ON 6/REF A -5 FOR

EXISTING CONDITION

EXISTING STEEL

MAINTENANCE

CATWALK AND

GUARDRAIL
18 17
2 LT
16X24
2 LT
16X30
19 EXISTING DRAIN LINES
V.I.F.
2'-4"
4" V.I.F.

V.I.F.
1'-6"
EQ EQ
07 6
A8.01
_____
Level 1
0' - 0"
Level 2
13' - 9"
T.O. PLATE
24' - 2"
T.O. SCREEN
34' - 6"
EXISTING WOOD MOLDING.REPAIR/REPLACE IN KIND, PT -2
EXISTING WOOD CORONA FASCIA. REPAIR/REPLACE IN KIND, PT-1 EXISTING WOOD BED MOLDING. REPAIR/REPLACE IN KIND, PT -2 EXISTING WOOD SCROLL BRACKET.REPAIR/REPLACE IN KIND, PT -2 EXISTING WOOD MOLDING. REPAIR/REPLACE IN KIND, PT -2
EXISTING WOOD FRIEZE. REPAIR/REPLACE IN KIND, PT -1. MOLDING PT -2 06 01 02 02
03 03
03 EXISTING ART INSTALLATION,

NOT IN SCOPE
4 A8.01
_____
2 A8.01
_____
PHASE 1 RE -ROOFING

PACKAGE EXTENT OF WORK
(NO WORK IN THIS PHASE)
14 14
15 7
A8.01
_____
OPP
7 A8.01
_____
11 2 LT
16X24
2 LT
16X30
2 LT
16X24
2 LT
16X30
2 LT
16X36
2 LT
16X39
20 Level 1
0' - 0"
Level 2
13' - 9"
T.O. PLATE
24' - 2"
T.O. SCREEN
34' - 6"

EXISTING MECHANICAL

SCREEN, NOT IN SCOPE
EXISTING WOOD MOLDING. REPAIR/REPLACE IN KIND, PT -2
EXISTING WOOD CORONA FASCIA. REPAIR/REPLACE IN KIND, PT -1 EXISTING WOOD BED MOLDING. REPAIR/REPLACE IN KIND, PT -2 EXISTING WOOD SCROLL BRACKET. REPAIR/REPLACE IN KIND, PT -2 EXISTING WOOD MOLDING. REPAIR/REPLACE IN KIND, PT -2
EXISTING WOOD FRIEZE. REPAIR/REPLACE IN KIND, PT -1
MOLDING PT -2
12 01 02 02
03 13
1 A8.01
_____
2 A8.01
_____
4 A8.01
_____
PHASE 1 RE -ROOFING

PACKAGE EXTENT OF

WORK (NO WORK IN

THIS PHASE)
14 14
04 04 04
15 15
15 15
OPP
7 A8.01
_____ 7
A8.01
_____
REF A -5
7 SEE REFERENCE PHOTO
ON 7/REF A -5 FOR

EXISTING CONDITION
2 LT
16X24
2 LT
16X30
V.I.F.
1'-6"
EQ EQ
EQ EQ
07 6
A8.01
_____
Level 1
0' - 0"
Level 2
13' - 9"
T.O. PLATE
24' - 2"
T.O. SCREEN
34' - 6"

EXISTING MECHANICAL

SCREEN, NOT IN SCOPE

EXISTING ART INSTALLATION,

NOT IN SCOPE
01 02 02
03 03
03 03
4 A8.01
_____
2 A8.01
_____
PHASE 1 RE -ROOFING

PACKAGE EXTENT OF WORK
(NO WORK IN THIS PHASE)
14 14
15 7
A8.01
_____ 7
A8.01
_____
OPP
EXISTING WOOD MOLDING.REPAIR/REPLACE IN KIND, PT -2
EXISTING WOOD CORONA FASCIA. REPAIR/REPLACE IN KIND, PT -1 EXISTING WOOD BED MOLDING. REPAIR/REPLACE IN KIND, PT -2 EXISTING WOOD SCROLL BRACKET.REPAIR/REPLACE IN KIND, PT -2 EXISTING WOOD MOLDING. REPAIR/REPLACE IN KIND, PT -2
EXISTING WOOD FRIEZE. REPAIR/REPLACE IN KIND, PT -1. MOLDING PT -2 5 A8.01
_____
09 2 LT
16X24
2 LT
16X30
2 LT
16X24
2 LT
16X30
2 LT
16X36
2 LT
16X36
2 LT
16X39
2 LT
16X39
01 - INSTALL HARDIE ARTISAN CHANNEL SIDING,
PAINT PT -1. REPAIR AND/OR REPLACE EXISTING
SHEATHING PAPER AND SHEATHING AS NEEDED.
02 - INSTALL NEW WOOD QUOINS, PAINT PT -2.
03 - REPAIR/REPLACE WINDOW, TRIM/MOLDING IN
KIND AS NEEDED, PER DETAIL 2/A8.10, PAINT PT -2.

TO BE VERIFIED IN FIELD TO ENSURE VENT FITS
BETWEEN NEW HEADER AND EXISTING TOP PLATE.

TOP AND BOTTOM ALIGN WITH CHANNELS IN
SIDING, PAINT PT -1. SIDE OVER VENT OPENINGS
IF NO LONGER IN ACTIVE USE.
10 - INSTALL NEW LIGHT FIXTURE. LUMENS, HI -LITE,

ANGLE A ARM OUTDOOR WALL SCONCE,
ITEM# HLC2006489 OR APPROVED EQUAL. LIGHT

FIXTURE MOUNTING HEIGHT TO BE VERIFIED IN FIELD

FLASHING AROUND EXISTING WOOD CURB
INTERSECTION WITH WALL. EXACT DIMENSIONS

SUPPORTS, PIPING, AND CONDUIT FROM

BUILDING FOR SIDING INSTALLATON AND
REATTACH. CONCEAL AND/OR REMOVE

ABANDONED EXPOSED LOW VOLTAGE AND
COMMUNICATIONS CABLES.
17 - PROVIDE A LOCKING, VANDAL RESISTANT,

WEATHERPROOF, COVER BOX OVER THE
EXISTING ELECTRICAL OUTLET.
18 - VERIFY IF EXISTING WATER LINE IS STILL IN USE. IF

ABANDONED, CUT AND CAP BEHIND WALL AS NEEDED
AND SIDE OVER.
19 - VERIFY IF DRAIN LINES ARE STILL IN USE. IF

ABANDONED, CUT AND CAP BEHIND WALL AS NEEDED
AND SIDE OVER.
20 - VERIFY IF EXISTING OPENING IS IN USE FOR DRAIN
OF THE WALK -IN REFRIGERATOR FAN COIL UNIT.

EXTEND DRAIN LINE WITH 90 DEGREE TURN -DOWN
ELBOW TO 6' -0" ABOVE FINISHED GRADE. IF DRAIN

LINE IS NOT IN USE, CAP LINE BEHIND WALL AND
SIDE OVER.

KEYNOTES #

THIS DRAWING IS NOT FINAL OR TO BE

USED FOR CONSTRUCTION UNTIL IT IS

SIGNED BY THE ARCHITECT/ENGINEER

REVISION BY DATE

AS SHOWN
6/21/2024 9:29:48 AM C:\Users\kmarcyan\OneDrive - DreyfussBlackford\Documents\C2020.00-City of Sacramento Steamers Bldg_A23_kmarcyan4H7JC.rvt 21 JUNE 2024
A3.01

CITY OF SACRAMENTO
C2020.00

CALIFORNIA STEAM
NAVIGATION COMPANY OFF.

EXTERIOR REPAIRS PROJECT
CD SET 21 JUNE, 2024

EXTERIOR ELEVATIONS
1110 FRONT STREET

SACRAMENTO, CA
95812
1/4" = 1'-0" 1 NORTH - ELEVATION
1/4" = 1'-0" 2 EAST - ELEVATION
1/4" = 1'-0" 3 SOUTH - ELEVATION
1/4" = 1'-0" 4 WEST - ELEVATION
GUSTUS H. FISCHER
C21443
REN. 12/31/23
12/31/25

EXISTING SHEATHING, REPLACE AS NEEDED

HARDIE ARTISAN CHANNEL SIDING

EXISTING WOOD STRUCTURE
1/4" GAP BETWEEN SIDING AND FLASHING,

DO NOT CALK

SHEET MTL FLASHING
1" -2" CLEARANCE BETWEEN SIDING AND EXISTING

BOARDWALK DECK

SIDING NAIL

EXISTING BOARDWALK STRUCTURE

EXISTING CONCRETE CURB

WEATHER BARRIER, LAP OVER SHEET MTL FLASHING
1"

EXISTING BOARDWALK DECK

EXISTING SHEET MTL
2"
1/4"

WEATHER BARRIER
1/2" PLYWOOD SHEATHING

HARDIE ARTISAN CHANNEL SIDING

EXISTING WOOD STRUCTURE
1/4" GAP BETWEEN SIDING

AND LOUVER, DO NOT CAULK

BLOCKING AS REQUIRED

VENT OPENING, INSTALL NEW METAL
LOUVER; FREE AREA TO MATCH EXISTING.

LOCATE LOUVER SUCH THAT TOP AND

BOTTOM ALIGN WITH CHANNELS IN
SIDING

EXISTING DUCT, CONNECT TO NEW VENT OPENING
1/4"

LOUVER FLANGE
S.A.M.
6"
WEATHER BARRIER, LAP OVER S.A.M.

AND SHEET MTL FLASHING LEG
S.A.M. FLASHING, WRAP 1ST LAYER INTO
FRAMED OPENING FOR EXTENT OF FRAMING.

LAP 2ND LAYER OVER LOUVER FLANGE AND
SEALANT BETWEEN S.A.M. AND FLANGE
S.A.M.
4"
S.A.M. FLASHING, LAP 1ST LAYER OVER
WEATHER BARRIER.

SHEET MTL FLASHING

LOUVER FLANGE

SEALANT BETWEEN LOUVER AND SIDING
S.A.M.
1'-0"
S.A.M. FLASHING, LAP 2ND LAYER INTO
FRAMED OPENING FOR EXTENT OF FRAMING.

WEATHER BARRIER

EXISTING SHEATHING,

REPLACE AS NEEDED

HARDIE ARTISAN CHANNEL SIDING

EXISTING WOOD STRUCTURE

SIDING NAIL
8 1/4"W X 4/4 HARDIE TRIM

ALIGN TRIM EDGE WITH QUOIN
1" THICK REDWOOD QUOIN,
REFERENCE REF A -4 SHEET.

QUOIN HEIGHT + WIDTH TO

ALIGN WITH HARDIE ARTISAN
CHANNEL SIDING.

REFER TO WALL DETAIL 8/A -4 ON REF A -4 SHEET.

WEATHER BARRIER

EXISTING SHEATHING, REPLACE AS NEEDED

HARDIE ARTISAN CHANNEL SIDING

EXISTING WOOD STRUCTURE

SIDING NAIL

PLAN VIEW
REFER TO WALL DETAIL 10/A -4 ON REF A -4 SHEET.

ELEVATION VIEW
REFER TO WALL DETAIL 9/A -4 ON REF A -4 SHEET.

SECTION VIEW

HARDIE ARTISAN CHANNEL SIDING

CORNER BEAD

SHAPED WOOD CLOSER AT ALL HORIZONTAL
JOINTS OF CHANNEL SIDING.
1" THICK REDWOOD QUOIN, REFERENCE REF
A-4 SHEET. QUOIN HEIGHT + WIDTH TO

ALIGN WITH HARDIE ARTISAN CHANNEL
SIDING.
1" THICK REDWOOD QUOIN,
REFERENCE REF A -4 SHEET. QUOIN
HEIGHT + WIDTH TO ALIGN WITH
HARDIE ARTISAN CHANNEL SIDING.

REDWOOD CORNER BEAD

SHAPED WOOD CLOSER AT ALL HORIZONTAL
JOINTS OF CHANNEL SIDING.
9" V.I.F.

VERT DIM OF QUOIN

TO ALIGN AT SIDING
HORIZONTAL EDGE.
9" V.I.F.

QUOIN WIDTH TO

MATCH HEIGHT
ALIGN
ALIGN
1"
ALIGN
ALIGN
8 1/4"W X 4/4 HARDIE TRIM

EXISTING MOLDINGS AND FLASHING, REPAIR/REPLACE AS NEEDED

EXISTING WOOD FRIEZE, REPAIR/REPLACE AS NEEDED

EXISTING SCROLL BRACKET, REPAIR/REPLACE AS NEEDED

EXISTING ASPHALT COMP SHINGLES

REPLACE EXISTING SELF -ADHERED
G.I. 24GA FLASHING. WRAP FLASHING
UNDER G.I. FLASHING CLIP.

EXISTING G.I. FLASHING

EXISTING TRIM AND MOLDING,

REPAIRED/REPLACED AS NEEDED,

REFER TO ELEVATIONS FOR FINISHES

EXISTING SHEATHING, REPLACE AS NEEDED

EXISTING WOOD STRUCTURE
S.A.M.
6"
NEW 3"Ø GALVANIZED STEEL DOWNSPOUT,

REFER TO ELEVATIONS FOR FINISHES

REMOVE EXISTING MOLDING AND CUT BACK EXISTING SIDING TO ALLOW FOR INSTALLATION OF HARDIE ARTISAN CHANNEL SIDING. REPLACE MOLDING IN KIND. REFER TO 1/A -4 WALL DETAIL ON REF A -4.

WEATHER BARRIER

HARDIE ARTISAN CHANNEL SIDING

REMOVE EXISTING BOTTOM MOLDING AND CUT

BACK EXISTING WOOD SIDING TO INSTALL NEW
S.A.M. FLASHING, WEATHER BARRIER, AND HARDIE
ARTISAN CHANNEL SIDING. REPLACE BOTTOM
MOLDING IN KIND.

RETURN S.A.M. FLASHING AND WEATHER BARRIER OVER

TOP OF SIDING AND ATTACH RETURN TO ABOVE SURFACE
S.A.M. FLASHING

SIDING NAIL

WEATHER BARRIER

EXISTING SHEATHING, REPLACE AS NEEDED

HARDIE ARTISAN CHANNEL SIDING

EXISTING WOOD STRUCTURE

REMOVE EXISTING BOTTOM MOLDING AND CUT

BACK EXISTING WOOD SIDING TO INSTALL NEW
S.A.M. FLASHING, WEATHER BARRIER, AND HARDIE
ARTISAN CHANNEL SIDING. REPLACE BOTTOM
MOLDING IN KIND.

EXISTING MOLDINGS, REPAIR/REPLACE AS NEEDED

EXISTING WOOD FRIEZE, REPAIR/REPLACE AS NEEDED
RETURN S.A.M. FLASHING AND WEATHER BARRIER OVER

TOP OF SIDING AND ATTACH RETURN TO ABOVE SURFACE

REMOVE EXISTING MOLDING AND CUT BACK EXISTING SIDING TO ALLOW FOR INSTALLATION OF HARDIE ARTISAN CHANNEL SIDING. REPLACE MOLDING IN KIND. REFER TO 3/A -4 WALL DETAIL ON REF A -4.

EXISTING ASPHALT

COMP SHINGLES
EXISTING G.I. FLASHING

EXISTING TRIM AND

MOLDING,

REPAIRED/REPLACED

AS NEEDED
S.A.M.
6"
S.A.M. FLASHING

SIDING NAIL

EXISTING SHEATHING, REPLACE AS NEEDED

HARDIE ARTISAN CHANNEL SIDING

EXISTING WOOD STRUCTURE
1/4" GAP BETWEEN SIDING AND FLASHING, DO NOT CALK

SHEET MTL FLASHING

SIDING NAIL

EXISTING BOARDWALK STRUCTURE

EXISTING CONCRETE CURB

WEATHER BARRIER, LAP OVER SHEET MTL FLASHING
1"

EXISTING STEEL MAINTENANCE CATWALK

EXISTING SHEET MTL
1/4"

WEATHER BARRIER
1/2" PLYWOOD SHEATHING

HARDIE ARTISAN CHANNEL SIDING

EXISTING WOOD STRUCTURE BEYOND
SILL PER SSK -1

GABLE VENT

EKENA MILLWORK
ITEM # GVPRO18X1801FUN
OR APPROVED EQUAL WITH MIN.
100 SQ.IN. NET -FREE VENTING
AREA.

S.A.M.
6"
WEATHER BARRIER, LAP OVER S.A.M.

AND SHEET MTL FLASHING LEG
S.A.M. FLASHING, WRAP INTO FRAMED

OPENING FOR EXTENT OF FRAMING
S.A.M.
4"
S.A.M. FLASHING, LAP 1ST LAYER OVER
WEATHER BARRIER.

S.A.M.
1'-0"
S.A.M. FLASHING, LAP 2ND LAYER INTO
FRAMED OPENING FOR EXTENT OF FRAMING.

VENT TRIM, ATTACH PER MFR
HEADER PER SSK -1
CONT. SEALANT BEAD BETWEEN

SIDING AND VENT TRIM

VENT TRIM, ATTACH PER MFR
2X BLOCKING

CAULK ALL AROUND VENT TRIM

CAULK ALL AROUND VENT TRIM
2X BLOCKING
CONT. SEALANT BEAD BETWEEN

SIDING AND VENT TRIM

THIS DRAWING IS NOT FINAL OR TO BE

USED FOR CONSTRUCTION UNTIL IT IS

SIGNED BY THE ARCHITECT/ENGINEER

REVISION BY DATE

AS SHOWN
6/21/2024 9:29:48 AM C:\Users\kmarcyan\OneDrive - DreyfussBlackford\Documents\C2020.00-City of Sacramento Steamers Bldg_A23_kmarcyan4H7JC.rvt 21 JUNE 2024
A8.01

CITY OF SACRAMENTO
C2020.00

CALIFORNIA STEAM
NAVIGATION COMPANY OFF.

EXTERIOR REPAIRS PROJECT
CD SET 21 JUNE, 2024

EXTERIOR WALL DETAILS
1110 FRONT STREET

SACRAMENTO, CA
95812
3" = 1'-0"
SIDING BASE @ BOARDWALK 2
3" = 1'-0"
EXISTING VENT PENETRATION - SECTION 53" = 1'-0"
QUOINS @ BUILDING CORNER 7
3" = 1'-0"
SIDING @ ROOF EAVE 4
3" = 1'-0"
SIDING @ ROOF RAKE 1
3" = 1'-0"
SIDING BASE @ CATWALK 33" = 1'-0"
GABLE VENT PENETRATION - SECTION 6
GUSTUS H. FISCHER
C21443
REN. 12/31/23
12/31/25

SHEET MTL FLASHING

EXISTING DOOR FRAME
REMOVE DOOR TRIM/MOLDING FOR SIDING INSTALLATION.

REPAIR/REPLACE IN KIND AS NEEDED
1/4" GAP BETWEEN SIDING AND FLASHING, DO NOT CALK

EXISTING SHEATHING, REPLACE AS NEEDED

HARDIE ARTISAN CHANNEL SIDING

EXISTING WOOD STRUCTURE
NEW WOOD DOOR PANEL @ DOOR 101 AND DOOR 102
EXISTING WOOD DOOR PANEL TO REMAIN @ DOOR 201

EXISTING DOOR FRAME

REMOVE EXISTING DOOR TRIM/MOLDING FOR SIDING
INSTALLATION. REPAIR/REPLACE IN KIND AS NEEDED
WEATHER BARRIER, LAP OVER S.A.M. FLASHING

EXISTING SHEATHING, REPLACE AS NEEDED

HARDIE ARTISAN CHANNEL SIDING

EXISTING WOOD STRUCTURE

EXISTING INTERIOR DOOR TRIM
JAMB
HEAD

REMOVE EXISTING DOOR TRIM TO ALLOW FOR INSTALLATION OF HARDIE ARTISAN CHANNEL SIDING. REPLACE TRIM IN KIND. REFER TO 6/A -4 WALL DETAIL ON REF A -4. REPLACE EXISTING METAL DOOR PANELS WITH WOOD PANELS TO MATCH ORIGINAL DESIGN. REFER TO DOOR TYPES ON REF A -2.

NEW WOOD DOOR PANEL @ DOOR 101 AND DOOR 102
EXISTING WOOD DOOR PANEL TO REMAIN @ DOOR 201

SEALANT BETWEEN DOOR TRIM/MOLDING AND

EXISTING DOOR FRAME
S.A.M.
6"
S.A.M. FLASHING
WEATHER BARRIER, LAP OVER S.A.M.

AND SHEET MTL FLASHING LEG

SEALANT BETWEEN SHEET MTL FLASHING AND

TRIM/MOLDING
S.A.M. FLASHING, LAP 2ND LAYER

OVER SHEET MTL LEG
1/4"

SEALANT BETWEEN DOOR TRIM/MOLDING

AND EXISTING DOOR FRAME
S.A.M.
1'-0"

EXISTING DOOR FRAME
REMOVE DOOR TRIM/MOLDING FOR SIDING INSTALLATION.

REPAIR/REPLACE IN KIND AS NEEDED
NEW WOOD DOOR PANEL @ DOOR 101 AND DOOR 102
EXISTING WOOD DOOR PANEL TO REMAIN @ DOOR 201

DOOR BOTTOM

EXISTING THRESHOLD

EXISTING WOOD DECK

EXISTING CONCRETE

THRESHOLD

WEATHER BARRIER

EXISTING SHEATHING,

REPLACE AS NEEDED

HARDIE ARTISAN CHANNEL SIDING

EXISTING WOOD STRUCTURE
REMOVE EXISTING WINDOW TRIM AND REPLACE IN KIND. REPAIR/REPLACE EXISTING WINDOW FRAME AND WINDOW IN KIND AS NEEDED.

REFER TO 5/A -4 WINDOW ELEVATION AND 4/A -4 WINDOW DETAIL ON REF A -4

EXISTING WINDOW SILL,

REPAIR/REPLACE IN KIND AS NEEDED
SILL

REMOVE EXISTING WINDOW

TRIM FOR SIDING INSTALLATION

AND REPLACE IN KIND

MEETING STILE
JAMB
HEAD
WEATHER BARRIER, LAP OVER S.A.M.

AND SHEET MTL FLASHING LEG

EXISTING SHEATHING,

REPLACE AS NEEDED

HARDIE ARTISAN CHANNEL SIDING

EXISTING WOOD STRUCTURE

SHEET MTL FLASHING

WEATHER BARRIER, LAP OVER
S.A.M. FLASHING

EXISTING SHEATHING,

REPLACE AS NEEDED

HARDIE ARTISAN CHANNEL SIDING

EXISTING WOOD STRUCTURE

EXISTING WINDOW JAMB,

REPAIR/REPLACE IN KIND AS NEEDED
S.A.M. FLASHING, LAP OVER

WEATHER BARRIER
S.A.M.
6"

EXISTING WINDOW, REPAIR/REPLACE

IN KIND AS NEEDED
S.A.M.
6"
S.A.M. FLASHING

REMOVE EXISTING WINDOW TRIM
FOR SIDING INSTALLTION.

REPAIR/REPLACE IN KIND AS NEEDED
S.A.M.
1'-0" EXISTING WINDOW TRIM/MOLDING,

REPAIR/REPLACE IN KIND AS NEEDED

EXISTING WINDOW,

REPAIR/REPLACE IN KIND AS
NEEDED
1/4" GAP BETWEEN SIDING AND

FLASHING, DO NOT CALK

SEALANT BETWEEN SHEET MTL

FLASHING AND TRIM/MOLDING
S.A.M. FLASHING,EXTEND 1ST LAYER
TO WINDOW OPENING AND LAP 2ND

LAYER OVER SHEET MTL LEG
1/4"

SEALANT BETWEEN EXISTING WINDOW

FRAME AND NEW TRIM

ANGLED SILL MTL FLASHING
DOOR PANEL TO MATCH DOOR 201.

REF TO DOOR TYPE B ON REF - A2
REF TO DOOR TYPE A ON REF - A2
BA

TRANSOM
WOOD STILE AND RAILS. PT -1
WOOD MOULDING. PT -2
WOOD PANEL. PT -1
WOOD STILE AND RAILS. PT -1
WOOD MOULDING. PT -2
WOOD PANEL. PT -1
EXISTING WINDOW FRAME. PT -2
WOOD SHUTTER PANEL. PT -1
1/4" REVEALS IN PANEL
REF TO WINDOW DETAILS 4/A -4
AND 5/A -4 ON REF -A-4 FOR

EXISTING WINDOW FRAME DESIGN
AND VERIFY DIMENSIONS IN FIELD.

SOUTH LEVEL 1 WINDOW SHUTTERS V.I.F.
7'-5 1/8" 4" V.I.F.

V.I.F.
2'-11 1/2"
3" 3"
3" 3" 3" 3"
1/4" REVEAL AROUND

PERIMETER OF PANEL

1. SEE HARDWARE SPECIFICATIONS SECTION 08 71 00 FOR DOOR HARDWARE

2. PER CBC CHAPTERS 10 AND 11, ALL EXIT DOORS:

A. SHALL HAVE ALL HARDWARE MOUNTED BETWEEN 34" AND 44" ABOVE FINISHED FLOOR.

B. SHALL BE OPERABLE FROM INSIDE WITHOUT SPECIAL KNOWLEDGE OR

EFFORT, BOTH THE DEADBOLT AND LATCH MUST RETRACT WITH A SINGLE - HAND MOTION.

C. SHALL HAVE A MINIMUM SIZE OF 36" WIDE AND 80" TALL AND SHALL BE LESS THAN 48" IN WIDTH.

D. SHALL BE CAPABLE OF OPENING A MINIMUM OF 90 DEGREES.

E. SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 32"
F. SHALL HAVE A THRESHOLD NO MORE THAN 1/2" IN HEIGHT.

G. SHALL HAVE A +10" HIGH SMOOTH UNINTERRUPTED SURFACE AT THE BOTTOM EDGE.

3. PROVIDE LEVER HANDLES OPERABLE BY A SINGLE EFFORT WITH NO GRASPING OR TWISTING REQUIRED AT ALL LOCK SETS. LOCKS ON ALL EGRESS DOORS SHALL ALLOW FOR EXITING.

4. PER CBC 11B -404.2.8.1 AND ADAS 404.2.8.1, INSTALL DOOR CLOSERS SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE DOOR WILL TAKE AT LEAST 5 SECONDS TO MOVE TO A POSITIION 12 DEGREES FROM THE LATCH.

5. ALL HARDWARE COMPONENTS SHALL BE FURNISHED WITH STAINLESS STEEL FASTENERS.

6. ALL DOORS SHALL BE FACTORY PREPARED FOR HARDWARE INCLUDING INTERNAL BACKING FOR ALL CLOSERS.

7. PROVIDE WEATHERSTRIPPING, RAIN DRIPS, AND THRESHOLDS AT ALL EXTERIOR DOORS.

8. THE FORCE FOR PUSHING OR PULLING OPEN INTERIOR SWINGING EGRESS DOORS, OTHER THAN FIRE DOORS, SHALL NOT EXCEED 5 POUNDS. THESE

FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS

OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. FOR OTHER SWINGING DOORS, AS WELL AS SLIDING AND FOLDING DOORS, THE DOOR LATCH SHALL RELEASE WHEN SUBJECTED TO A 15 -POUND FORCE. THE DOOR SHALL BE SET IN MOTION WHEN SUBJECTED TO A 30 -POUND FORCE. THE DOOR SHALL SWING TO A FULL -OPEN POSITION WHEN SUBJECTED TO A 15 -POUND FORCE PER CBC 1010.1.3

9. CITY STANDARD HARDWARE IS ALLEGION, SCHLAGE HANDLES AND LOCKS WITH IC REPLACEABLE CORES. CONTRACTOR TO PROVIDE CORES AND COORDINATE WITH CITY PM FOR RE -KEY PRIOR TO FINAL COMPLETION.

GENERAL NOTES - DOORS
REMOVE EXISTING WINDOW TRIM AND REPLACE IN KIND. REPAIR/REPLACE EXISTING WINDOW FRAME AND WINDOW IN KIND AS NEEDED.

REFER TO 5/A -4 WINDOW ELEVATION AND 4/A -4 WINDOW DETAIL ON REF A -4

EXISTING WINDOW SILL,

REPAIR/REPLACE IN KIND AS NEEDED
SILL

MEETING STILE
JAMB
HEAD
WEATHER BARRIER, LAP OVER S.A.M.

AND SHEET MTL FLASHING LEG

EXISTING SHEATHING,

REPLACE AS NEEDED

HARDIE ARTISAN CHANNEL SIDING

EXISTING WOOD STRUCTURE

SHEET MTL FLASHING

WEATHER BARRIER, LAP OVER
S.A.M. FLASHING, EXTEND OVER

WINDOW OPENING

EXISTING SHEATHING,

REPLACE AS NEEDED

HARDIE ARTISAN CHANNEL SIDING

EXISTING WOOD STRUCTURE

EXISTING WINDOW JAMB,

REPAIR/REPLACE IN KIND AS NEEDED

EXISTING WINDOW, REPAIR/REPLACE

IN KIND AS NEEDED
S.A.M.
6"
S.A.M. FLASHING

REMOVE EXISTING WINDOW TRIM
FOR SIDING INSTALLTION.

REPAIR/REPLACE IN KIND AS NEEDED
S.A.M.
1'-0"

EXISTING WINDOW TRIM/MOLDING,

REPAIR/REPLACE IN KIND AS NEEDED

EXISTING WINDOW,

REPAIR/REPLACE IN KIND AS
NEEDED

REMOVE EXISTING BOARDS AND

INSTALL SHUTTERS

EXTEND WEATHER BARRIER OVER

WINDOW OPENING

EXTEND WEATHER BARRIER OVER

WINDOW OPENING

REMOVE EXISTING BOARDS AND

INSTALL SHUTTERS
1/4" GAP BETWEEN SIDING AND

FLASHING, DO NOT CALK

SEALANT BETWEEN SHEET MTL

FLASHING AND TRIM/MOLDING
S.A.M. FLASHING,EXTEND 1ST

LAYER TO WINDOW OPENING
AND LAP 2ND LAYER OVER

SHEET MTL LEG
1/4"

REMOVE EXISTING BOARDS AND

INSTALL SHUTTERS
INSTALL (3X) Z -CLIPS AT TOP (BOTH

CORNERS AND CENTER TOP) AS

SHOWN, AND ATTACH SHUTTER IN
PLACE.
2X NAILER W/ SLOPED SIDE TO CREATE

PLUMB POSITION

ANGLED SHEET MTL FLASHING
1/4"

ATTACH SHUTTER TO NAILER

ON TOP OF SILL

WEATHER BARRIER, LAP OVER SHEET

MTL FLASHING

SEALANT BETWEEN EXISTING WINDOW

FRAME AND NEW TRIM

WEATHER BARRIER

EXISTING SHEATHING,

REPLACE AS NEEDED

HARDIE ARTISAN CHANNEL SIDING

EXISTING WOOD STRUCTURE

REMOVE EXISTING WINDOW

TRIM FOR SIDING INSTALLATION

AND REPLACE IN KIND
S.A.M. FLASHING, LAP OVER

WEATHER BARRIER
S.A.M.
6"

ANGLED SILL MTL FLASHING

MID SPAN NAILER W/ BLOCKING

THIS DRAWING IS NOT FINAL OR TO BE

USED FOR CONSTRUCTION UNTIL IT IS

SIGNED BY THE ARCHITECT/ENGINEER

REVISION BY DATE

AS SHOWN
6/21/2024 9:29:49 AM C:\Users\kmarcyan\OneDrive - DreyfussBlackford\Documents\C2020.00-City of Sacramento Steamers Bldg_A23_kmarcyan4H7JC.rvt 21 JUNE 2024
A8.10

CITY OF SACRAMENTO
C2020.00

CALIFORNIA STEAM
NAVIGATION COMPANY OFF.

EXTERIOR REPAIRS PROJECT
CD SET 21 JUNE, 2024

EXTERIOR DOOR AND

WINDOW DETAILS
1110 FRONT STREET

SACRAMENTO, CA
95812
3" = 1'-0" 1 DOOR DETAIL
3" = 1'-0" 2 WINDOW DETAIL

DOOR SCHEDULE
MARK

DOOR FRAME

HARDWARE COMMENTS
WIDTH
HEIGHT
TYPE

THICKNESS

MATERIAL
FINISH
TYPE

MATERIAL
FINISH
Level 1
101 3' - 0" 7' - 0" A 1 3/4" WD PT EXIST WD PT 2
102 3' - 0" 6' - 8" B 1 3/4" WD PT EXIST WD PT 2
Level 2
201 3' - 0" 6' - 8" EXIST 1 3/4" WD PT EXIST WD PT 1
3" = 1'-0" 3 WINDOW AND SHUTTER DETAIL @ L1 SOUTH
GUSTUS H. FISCHER
C21443
REN. 12/31/23
12/31/25

THIS DRAWING IS NOT FINAL OR TO BE

USED FOR CONSTRUCTION UNTIL IT IS

SIGNED BY THE ARCHITECT/ENGINEER

REVISION BY DATE

AS SHOWN
6/21/2024 9:29:58 AM C:\Users\kmarcyan\OneDrive - DreyfussBlackford\Documents\C2020.00-City of Sacramento Steamers Bldg_A23_kmarcyan4H7JC.rvt 21 JUNE 2024
REF A -1

CITY OF SACRAMENTO
C2020.00

CALIFORNIA STEAM
NAVIGATION COMPANY OFF.

EXTERIOR REPAIRS PROJECT
CD SET 21 JUNE, 2024

REFERENCE SET
1110 FRONT STREET

SACRAMENTO, CA
95812

THIS DRAWING IS NOT FINAL OR TO BE

USED FOR CONSTRUCTION UNTIL IT IS

SIGNED BY THE ARCHITECT/ENGINEER

REVISION BY DATE

AS SHOWN
6/21/2024 9:30:08 AM C:\Users\kmarcyan\OneDrive - DreyfussBlackford\Documents\C2020.00-City of Sacramento Steamers Bldg_A23_kmarcyan4H7JC.rvt 21 JUNE 2024
REF A -2

CITY OF SACRAMENTO
C2020.00

CALIFORNIA STEAM
NAVIGATION COMPANY OFF.

EXTERIOR REPAIRS PROJECT
CD SET 21 JUNE, 2024

REFERENCE SET
1110 FRONT STREET

SACRAMENTO, CA
95812

THIS DRAWING IS NOT FINAL OR TO BE

USED FOR CONSTRUCTION UNTIL IT IS

SIGNED BY THE ARCHITECT/ENGINEER

REVISION BY DATE

AS SHOWN
6/21/2024 9:30:19 AM C:\Users\kmarcyan\OneDrive - DreyfussBlackford\Documents\C2020.00-City of Sacramento Steamers Bldg_A23_kmarcyan4H7JC.rvt 21 JUNE 2024
REF A -3

CITY OF SACRAMENTO
C2020.00

CALIFORNIA STEAM
NAVIGATION COMPANY OFF.

EXTERIOR REPAIRS PROJECT
CD SET 21 JUNE, 2024

REFERENCE SET
1110 FRONT STREET

SACRAMENTO, CA
95812

THIS DRAWING IS NOT FINAL OR TO BE

USED FOR CONSTRUCTION UNTIL IT IS

SIGNED BY THE ARCHITECT/ENGINEER

REVISION BY DATE

AS SHOWN
6/21/2024 9:30:29 AM C:\Users\kmarcyan\OneDrive - DreyfussBlackford\Documents\C2020.00-City of Sacramento Steamers Bldg_A23_kmarcyan4H7JC.rvt 21 JUNE 2024
REF A -4

CITY OF SACRAMENTO
C2020.00

CALIFORNIA STEAM
NAVIGATION COMPANY OFF.

EXTERIOR REPAIRS PROJECT
CD SET 21 JUNE, 2024

REFERENCE SET
1110 FRONT STREET

SACRAMENTO, CA
95812

THIS DRAWING IS NOT FINAL OR TO BE

USED FOR CONSTRUCTION UNTIL IT IS

SIGNED BY THE ARCHITECT/ENGINEER

REVISION BY DATE

AS SHOWN
6/21/2024 9:30:32 AM C:\Users\kmarcyan\OneDrive - DreyfussBlackford\Documents\C2020.00-City of Sacramento Steamers Bldg_A23_kmarcyan4H7JC.rvt 21 JUNE 2024
REF A -5

CITY OF SACRAMENTO
C2020.00

CALIFORNIA STEAM
NAVIGATION COMPANY OFF.

EXTERIOR REPAIRS PROJECT
CD SET 21 JUNE, 2024

REFERENCE PHOTOS
1110 FRONT STREET

SACRAMENTO, CA
95812
12" = 1'-0" 3 EXISTING NORTH ELEVATION
12" = 1'-0" 1 EXISTING EAST ELEVATION
12" = 1'-0" 4 EXISTING SOUTH ELEVATION
12" = 1'-0" 2 EXISTING WEST ELEVATION
12" = 1'-0" 5 EXISTING UTILITY BOXES
12" = 1'-0" 6 EXISTING WOOD CURB - NORTHWEST CORNER
12" = 1'-0" 7 EXISTING WOOD CURB - SOUTHWEST CORNER

City of Sacramento

California Steamers Navigation Company
Office - Exterior Repairs

S PECIFICATIONS
1110 Front Street
Sacramento, CA 95812
D+B Project Number C2020.00

04 October 2023

B OOK 1 O F 1

C ONSTRUCTION D OCUMENTS

3540 F OLSOM B LVD T 916 453 - 1234

S ACRAMENTO , C ALIFORNIA
95816 - 6699

GUSTUS H. FISCHER
C21443
REN. 12/31/23

Old Steamers Building - Exterior Repairs TABLE OF CONTENTS Sacramento, CA Page 1

TABLE OF CONTENTS

BIDDING REQUIREMENTS, CONTRACT FORMS, AND CONDITION S OF THE CONTRACT

To be furnished by City of Sacramento

DIVISION 01 GENERAL REQUIREMENTS

To be furnished by City of Sacramento

DIVISION 02 EXISTING CONDITIONS

02 41 19 Selective Demolition

DIVISION 03 CONCRETE – NOT USED

DIVISION 04 MASONRY – NOT USED

DIVISION 05 METALS – NOT USED

DIVISION 06 WOOD, PLASTICS AND COMPOSITES

06 20 16 Exterior Finish Carpentry Repair
06 40 13 Exterior Finish Carpentry

DIVISION 07 THERMAL AND MOISTURE PROTECTION

07 25 00 Weather Barrier
07 62 00 Sheet Metal Flashing and Trim
07 65 26 Self-Adhering Sheet Flashing
07 92 00 Joint Sealants

DIVISION 08 OPENINGS – NOT USED

08 14 33 Stile and Rail Wood Doors
08 71 00 Door Hardware
08 91 00 Louvers

DIVISION 09 FINISHES

09 91 00 Painting

DIVISION 10 SPECIALTIES – NOT USED

DIVISION 11 EQUIPMENT – NOT USED

DIVISION 12 FURNISHINGS – NOT USED

DIVISION 13 SPECIAL CONSTRUCTION – NOT USED

DIVISION 14 CONVEYING SYSTEMS – NOT USED

DIVISION 21 FIRE SUPPRESSION – NOT USED

Old Steamers Building - Exterior Repairs TABLE OF CONTENTS Sacramento, CA Page 2
DIVISION 22 PLUMBING – NOT USED

DIVISION 23 HEATING VENTILATING AND AIR CONDITIONI NG – NOT USED

DIVISION 26 ELECTRICAL – NOT USED

DIVISION 27 COMMUNICATIONS – NOT USED

DIVISION 28 ELECTRONIC SAFETY AND SECURITY – NOT US ED

END OF TABLE OF CONTENTS

Old Steamers Building - Exterior Repairs SELECTIVE DEMOLITION Sacramento, CA 02 41 19 - 1
SECTION 02 41 19

SELECTIVE DEMOLITION

PART 1 - GENERAL

1.01 SUMMARY

A. This Section includes the following:

1. Selective demolition and removal of portions of the existing building, as indicated and as required to perform the work.

B. Related Sections:

1. Exterior finish carpentry repair is specified in Section 06 20 16.

1.02 DEFINITIONS

A. Remove: Remove and legally dispose of items exc ept those indicated to be salvaged or to remain the Owner's property.

B. Remove and Salvage: Items indicated to be remov ed and salvaged remain the Owner's property. Remov e, clean, and pack or crate items to protect against damage. Identify contents of containers and bring to Owner's designated storage area within the building.

C. Remove and Reinstall: Remove items indicated; c lean, service, and otherwise prepare them for reuse; store and protect against damage. Reinstall items in locations indicated.

D. Existing to Remain: Protect construction indica ted to remain against damage and soiling during sel ective demolition. When permitted by the Architect, items may be removed to a suitable, protected storage lo cation during selective demolition and then reinstalled in their original locations.

1.03 MATERIALS OWNERSHIP

A. Except for items or materials indicated to be re used, salvaged, reinstalled, or otherwise indicated to remain the Owner's property, demolished materials shall become the Contractor's property and shall be removed from the Project site.

1.04 SUBMITTALS

A. Proposed dust control measures.

B. Proposed noise control measures.

C. Schedule of selective demolition activities indi cating the following:

1. Detailed sequence of selective demolition and re moval work, with starting and ending dates for each activity.

2. Interruption of utility services.

3. Coordination for cutoff, capping, and continuati on of utility services.

4. Detailed sequence of selective demolition and re moval work to ensure uninterrupted use and occupancy of the existing building.

5. Coordination of Owner’s continuing occupancy of portions of existing building and of Owner’s partial occupancy of completed work.

D. Inventory of items to be removed and salvaged, i f any.

E. Inventory of items to be removed by Owner, if an y.

Old Steamers Building - Exterior Repairs SELECTIVE DEMOLITION Sacramento, CA 02 41 19 - 2
F. Photographs or video, sufficiently detailed, of existing conditions, of adjoining construction and site improvements that might be misconstrued as damage caused by sele ctive demolition operations.

H. Record drawings at Project closeout. Identify an d accurately locate capped utilities and other subs urface structural, electrical, or mechanical conditions.

1.05 QUALITY ASSURANCE

A. Demolition Qualifications: Engage an experience d contractor that has successfully completed select ive demolition work similar to that required for this Project.

B. Regulatory Requirements: Comply with hauling an d disposal regulations of authorities having jurisdiction. Comply with noise and dust regulations of authorities having jurisdiction.

C. Pre-Demolition Conference: Conduct conference a t the Project site. Review methods and procedures related to building demolition including, but not limited to, the following:

1. Inspect and discuss condition of building to b e demolished.

2. Review structural load limitations of existing structure and the surrounding decking.

3. Review and finalize schedule and verify availa bility of equipment, personnel, and facilities required.

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

5. Review methods for removing materials from the site.

6. Review staging area for materials and waste co ntainers on the site.

1.06 PROJECT CONDITIONS

A. The existing building will be occupied during selective demolition operations. Coordinate demolition activities with the existing building tenant.

B. Coordinate utility outages and work staging with the City and the building tenants to minimize disruptions to the continued occupancy of the building.

C. Owner assumes no responsibility for actual conditio n of buildings to be selectively demolished. Condit ions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical.

D. Hazardous Materials: It is not expected that asbestos or other hazardous materials will be encountered in the demolition work. If any materials suspected of con taining asbestos or other hazardous materials are encountered, do not disturb the materials. Immedia tely notify the Architect and the Owner. The Owner will arrange to have hazardous materials removed under a separate contract.

D. Storage or sale of removed items or materials on -site will not be permitted.

1.07 SCHEDULING

A. Arrange selective demolition schedule so as not to interfere with the use and occupancy of the existing building.

PART 2 - PRODUCTS

Not used.

PART 3 - EXECUTION

3.01 EXAMINATION

A. Verify that utilities not to be re-used have bee n disconnected and capped.

B. Survey existing conditions and correlate with re quirements indicated to determine extent of selective demolition required.

C. Inventory and record the condition of items to b e removed and reinstalled and items to be removed and salvaged.

Old Steamers Building - Exterior Repairs SELECTIVE DEMOLITION Sacramento, CA 02 41 19 - 3
D. When unanticipated mechanical, electrical, or st ructural elements that conflict with the intended f unction or design are encountered, investigate and measure the nature and extent of the conflict. Promptly submit a written report to the Architect.

E. Survey the condition of the building to determin e whether removing any element might result in stru ctural deficiency or unplanned collapse of any portion of the structure or adjacent structures during selective demolition.

F. Perform surveys as the demolition work progresse s to detect hazards resulting from selective demoli tion activities.

3.02 UTILITY SERVICES

A. Maintain existing utilities indicated to remain in service and protect them against damage during s elective demolition operations.

1. Do not interrupt existing utilities serving the building, except when authorized in writing by the Owner.

Provide temporary services during interruptions to existing utilities.

2. Provide not less than 72-hours’ notice to Owner if shutdown of service is required during changeover.

B. Utility Requirements: Locate, identify, disconn ect, and seal or cap off indicated utility services serving building to be selectively demolished.

1. Arrange to shut off indicated utilities with uti lity companies.

2. Where utility services are required to be remove d, relocated, or abandoned, provide bypass connections to maintain continuity of service to ot her parts of the building before proceeding with selective demolition.

3. Cut off pipe or conduit in walls or partitions t o be removed. Cap, valve, or plug and seal the remaining portion of pipe or conduit after bypassing.

3.03 PREPARATION

A. Conduct demolition operations and remove debris to ensure minimum interference with streets, walks, and other adjacent occupied and used facilities.

1. Do not close or obstruct streets, walks, or othe r adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction. Provide alternate routes around closed or obstructed traffic ways if required by governing regulations.

B. Conduct demolition operations to prevent injury to people and damage to adjacent buildings and faci lities to remain. Ensure safe passage of people around selective demolition area.

C. Provide and maintain shoring, bracing, or struct ural support to preserve stability and prevent move ment, settlement, or collapse of building to be selectively demolished.

1. Strengthen or add new supports when required dur ing progress of selective demolition.

3.04 POLLUTION CONTROLS

A. Use water mist, temporary enclosures, and other suitable methods to limit the spread of dust and dirt. Comply with governing environmental protection regulations.

1. Do not use water when it may damage existing con struction or create hazardous or objectionable conditions.

B. Remove and transport debris in a manner that wil l prevent spillage on adjacent surfaces and areas.

C. Clean adjacent structures and improvements of du st, dirt, and debris caused by selective demolition operations.

Return adjacent areas to condition existing before start of selective demolition.

3.05 SELECTIVE DEMOLITION

A. Demolish and remove existing construction only t o the extent required by new construction and as indicated. Use methods required to complete work within limitations of governing regulations and as follows:

Old Steamers Building - Exterior Repairs SELECTIVE DEMOLITION Sacramento, CA 02 41 19 - 4

1. Proceed with selective demolition systematically . Complete selective demolition work above each floor or tier before disturbing supporting members on lower levels.

2. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or ad joining construction. To minimize disturbance of adjacent surfaces, use hand or small power tools designed for sawing or grinding, not hammering and chopping. Temporarily cover openings to remain.

3. Cut or drill from the exposed or finished side i nto concealed surfaces to avoid marring existing finished surfaces.

4. Do not use cutting torches until work area is cl eared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame- cutting operations. Maintain portable fire-suppres sion devices during flame-cutting operations.

5. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and promptly dispose of off-site.

6. Notify City of any damage, dry rot, insect and vermin damage or other deterioration of the struct ural components of the building including, framing, shea thing, trusses, beams and/or other structural elements.

7. Dispose of demolished items and materials prompt ly. On-site storage of removed items is prohibited.

8. Return elements of construction and surfaces to remain to condition existing before start of selective demolition operations.

B. Salvaged Items:

1. Sort and organize salvaged materials as they a re removed from the structure.

2. Pack, crate or band materials to keep them con tained and organized.

3. Store items in a secure and weather protected area until removed from the site or transferred to Owner.

4. Transport items to Owner’s storage area design ated by the Owner.

5. Protect items from damage during transport and storage.

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

3.06 DISPOSAL OF DEMOLISHED MATERIALS

A. General: Except for items or materials indicate d to be recycled, reused, salvaged, reinstalled or otherwise indicated to remain Owner’s property, remove demolished materials from the Project site and legally dispose of them.

1. Do not allow demolished materials to accumulat e on site.

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

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

3.07 CLEANING

A. Sweep the building and site broom clean on compl etion of selective demolition operation.

END OF SECTION

Old Steamers Building – Exterior Repairs EXTERIOR F INISH CARPENTRY REPAIR Sacramento, CA 06 20 16 - 1
SECTION 06 20 16

EXTERIOR FINISH CARPENTRY REPAIR

PART 1 – GENERAL

1.01 DESCRIPTION

A. This Section includes repair of existing exterio r finish carpentry and millwork items damaged by we athering, dry rot, insects, or resulting from the removal of siding, trim, or non-historic elements.

B. Related Sections:

1. Selective demolition is specified in Section 02 41 19.

2. Exterior Finished Carpentry is specified in Section 06 40 13.

3. Painting is specified in Section 09 91 00.

1.02 SUBMITTALS

A. General: Comply with Division 01.

B. Survey: Make a detailed survey of all windows sc heduled for rehabilitation. Identify discrepancies between drawings and the survey.

C. Rehabilitation Program: For each phase of exteri or finish carpentry repair, including protection of surrounding materials on the building and Project site during o perations. Describe in detail the materials, method s, equipment, and sequence of operations to be used for each phase of historic treatment work.

D. Product Data: For each type of product indicated . ..

E. Replacement Member Shop Drawings: Show fabricati on and installation of replacement wood window members. Indicate materials and profiles of each re placement member, joinery, finish, and method of sp licing or attaching to existing wood element.

F. Samples for Verification: For each type of wood replacement component required, prepared on Samples of size indicated below.

1. Replacement Members: 12-inches long for each rep lacement member; including exterior wood siding and trim.

1.03 QUALITY ASSURANCE

A. Repair Specialist Qualifications: A firm or indi vidual with a minimum of 5 years’ experience on a m inimum of three projects of similar scope as that required fo r this Project, whose work has resulted in construc tion with a record of successful in-service performance.

1. For wood restoration work, use only skilled work ers familiar and experienced with the specified methods of wood repair, replication of new elements, filling and finishing.

B. Pre-Installation Meeting: Following survey of ex isting conditions, hold a pre-installation meeting to review methods and procedures and to confirm repair quanti ties.

Old Steamers Building – Exterior Repairs EXTERIOR F INISH CARPENTRY REPAIR Sacramento, CA 06 20 16 - 2

1.04 DELIVERY, STORAGE, AND HANDLING

A. General: Comply with Division 01.

B. Deliver patching and repair compounds to Project site in manufacturer's original and unopened conta iners, labeled with description of contents and name of ma nufacturer.

C. Comply with manufacturer's written instructions for minimum and maximum temperature requirements fo r storage of patching materials.

PART 2 - PRODUCTS

2.01 REPLACEMENT WOOD MATERIALS

A. General Requirements: Finished woodwork througho ut to be of sound stock thoroughly seasoned.

B. New Wood Siding and Trim: California Redwood Ass ociation graded clear all heart, vertical grain, su rfaced smooth and kiln dried stock to match existing. Conf orm to "Custom Grade" requirements of the AWS Quali ty Standards for material and workmanship of all woodw ork. Where new wood elements are installed adjacent to existing wood elements, match profile and surfac e finish of existing wood elements.

2.02 WOOD PATCHING MATERIALS

A. Wood Pretreatment: Advanced Repair Technology “P rimatrate”, Smith and Company “Clear Penetrating Epoxy Sealer”, Abatron, Inc. “Liquidwood”, Wood Car e Systems “Liquid TIMBR” or approved equal ready-to - use product designed for hardening and sealing soft fibers of wood materials that have deteriorated du e to weathering and exposure and designed specifically t o enhance the bond of wood patching compound to existing wood.

B. Wood Patching Compound: Advanced Repair Technolo gy “Primatrate with Flex-Tec HV”, Smith and Company “Clear Penetrating Epoxy Sealer with Fill-I t Epoxy Filler”, Abatroon, Inc. “Liquidwood with WoodEpox”, Wood Care Systems “Liquid TIMBR with TIM BR Flex” or approved equal 2-part epoxy-resin wood compound with a 10- to 15-minute cure at 70-de g F, in knife grade formulation and recommended by manufacturer for type of wood repair indicated. Com pound shall be designed for filling damaged wood materials that have deteriorated due to weathering and exposure. Compound shall be capable of filling deep holes and capable of spreading to feather edge.

2.03 OTHER MATERIALS

A. Non-Epoxy Adhesives: Non-staining, waterproof ty pes as manufactured by 3M, Borden Company, or equal .

B. Fasteners: Size and type to suit application. Fi nish nails for exposed locations.

C. Wood Filler: Miniwax “Wood Fill”, Elmers “Fill N Finish”, Dap “Plastic Wood Filler” or approved equ al. Color to match color of wood. All wood elements, except the banquette, will be painted.

D. Finish: As specified in Section 09 91 00.

PART 3 - EXECUTION

3.01 EXAMINATION

A. Prior to installation, examine fabricated work f or completion.

B. Original elements: Reuse existing sound material to the maximum extent possible.

Old Steamers Building – Exterior Repairs EXTERIOR F INISH CARPENTRY REPAIR Sacramento, CA 06 20 16 - 3

3.02 PATCHING/REPLACEMENT/REFASTENING OF EXISTING I N-PLACE WOODWORK

A. Patch woodwork where a limited number of defects occur.

1. Holes 1/4- to 2-inches or smaller: Fill with woo d filler, sand smooth.

2. Holes or gouges larger than 2 -inches but less than 8- square inches: Plug or use a “Dutchman" matching grain and color of adjacent sur face.

3. Minor nicks and distress of woodwork are accepta ble to remain.

4. Refasten loose trim elements with new finish nai ls, fill and sand smooth

B. Replacing woodwork where defects are too numerou s for patching:

1. Defects exceeding 8-square inches in any one len gth or where more than two defects occur:

Replace entire piece with acceptable salvage piece or new piece.

C. The Architect will be the final arbitrator in an y cases involving judgment as to degree of acceptab ility of patching and replacement.

3.03 INSTALLATION OF MILLWORK

A. Machine finished woodwork shall be dressed and s anded and free from machine milling marks, abrasion s, raised grain or other defects on surfaces exposed t o view. For construction and workmanship of millwor k items, conform to or exceed the requirements of "Pr emium Grade" as established by the current edition of the Architectural Woodwork Quality Standards (AWS). Whe re conflicts occur between these standards and this specification, the more stringent requirements gove rn in each case.

B. Make joints tight and form joints to conceal shr inkage. Install work flush and tight to adjacent wo od and plaster finishes. Any work that exhibits gaps larger than h airline will not be accepted.

C. Cope molded work at returns and interior angles. Miter molded work at exterior corners.

D. Where woodwork has to be cut to fit adjoining wo rk, sand smooth damaged finish at cuts.

E. Standing and Running Trim: Install with minimum number of joints possible using full-length pieces (from maximum length of lumber available) to the greatest extent possible. Stagger joints in adjacent and re lated members.

F. Install the work plumb, level, true and straight in relation to existing pitches of adjacent walls and floors with no distortions. Shim as required using concealed shims . Install to a tolerance of 1/8-inch in 8-feet for plumb and level; and with 1/32-inch maximum offset in flush adjoining surfaces.

G. Before proceeding with the Work, notify the Arch itect where woodwork cannot be set plumb and/or lev el due to existing field conditions.

H. Anchor woodwork to anchors or blocking built int o substrates. Secure stripping and blocking with co unter-sunk, concealed fasteners and blind nailing as required f or a complete installation. Use galvanized finishin g nails for exposed nailing. Sink exposed nails 1/16-inch and fill with wood filler flush with woodwork.

I. Do cutting and fitting required and install hard ware required for the work. Make templates, etc., r equired for the fitting and adjustment of other work to the woodwor k. Do cutting, patching, and fitting for the instal lation of other work.

J. Assume responsibility for materials and workmans hip and replace any work that may shrink, crack, or warp.

Old Steamers Building – Exterior Repairs EXTERIOR F INISH CARPENTRY REPAIR Sacramento, CA 06 20 16 - 4

3.04 PREPARATION FOR FINISH PAINT

A. Remove extraneous attachments, fasteners, nails, staples, bolts, hooks, and similar items from wood elements.

B. Sand out abrasion marks, graffiti and other mino r surface imperfections prior to refinishing. Dull glossy surfaces in preparation for priming.

C. Examine surfaces scheduled to receive finishes f or conditions that will adversely affect execution, permanence, or quality of work and which cannot be put into acceptable condition through preparatory w ork.

D. Do not proceed with surface preparation or finis hing until conditions are suitable.

3.05 FINISHING

A. New and repaired wood elements will be painted a s specified in Section 09 91 00. Install and prepa re woodwork in a ready-to-paint condition without the painter having to provide additional preparation.

3.06 CLEAN UP

A. Upon completion of general wood restoration, rem ove tools, equipment and other unnecessary material s from the site. Return adjacent area to the clean condition that existed prior to the start of the project.

END OF SECTION
Old Steamers Building – Exterior Repairs EXTERIOR F INISH CARPENTRY Sacramento, CA 06 40 13 - 1
SECTION 06 40 13

EXTERIOR FINISH CARPENTRY

PART 1 – GENERAL

1.01 DESCRIPTION

A. This Section includes exterior finish carpentry items including siding, trim, decorative woodwork and miscellaneous carpentry as required for exterior re pairs and restoration.

B. Related Sections:

1. Selective demolition is specified in Section 02 41 19.

2. Exterior finished carpentry repair is specified in Section 06 20 16.

3. Weather Barrier is specified in Section 07 25 00.

4. Self-adhering sheet flashing is specified in Section 07 65 26.

5. Painting is specified in Section 09 91 00.

1.02 SUBMITTALS

A. General: Comply with Division 01.

B. Product Data: Product cut sheets and installatio n instructions for each type of finished product indicated.

C. Samples: Cement fiber siding and trim samples. Two each to confirm product appearance and profile.

1.03 QUALITY ASSURANCE

A. A contractor or carpenter with a minimum of 5 ye ars’ experience on a minimum of three projects of s imilar scope as that required for this Project, whose work has resulted in construction with a record of succ essful in-service performance.

1.04 DELIVERY, STORAGE, AND HANDLING

A. General: Comply with Division 01.

B. Stack lumber, plywood, and other panels flat wit h spacers between each bundle to provide air circul ation.

1. Protect materials from weather by covering with waterproof sheeting, securely anchored.

2. Provide for air circulation around stacks and under coverings.

PART 2 - PRODUCTS

2.01 WOOD MATERIALS

A. General Requirements: Finished woodwork throughout to be of sound stock thoroughly seasoned.

B. Plywood Panels: Medium Density Overlay (MDO) faced plywood suitable for painting, conforming to APA - DOC PS 1-19 exterior structural I rated panels, minimum span rating 24/0, thickness as indicated.

C. Redwood for exterior millwork: California Redwood Association graded clear all heart, vertical grain, surfaced smooth and kiln dried.

Old Steamers Building – Exterior Repairs EXTERIOR F INISH CARPENTRY Sacramento, CA 06 40 13 - 2
D. Fiber Cement Panels, Siding and Trim: ASTM C 1186, Type A, Grade II, fiber-cement board, noncombustib le when tested according to ASTM E 136; with a flame-spread index of 25 or less when tested according to ASTM E

84. 1. Siding: Hardie Artisan Square Channel siding factory primed for paint finish. Channel reveal design with nominal thickness 5/8” with 9” exposure furnished in minimum 12’ lengths.

2. Trim boards: Hardie Furnished in dimensions as indicated, smooth finish and primed for painting.

2.03 OTHER MATERIALS

A. Fasteners: Corrosion resistant fasteners as required by panel manufacturers. Size and type to suit application.

Finish nails for exposed locations.

B. Wood Filler: Miniwax “Wood Fill”, Elmers “Fill N Finish”, Dap “Plastic Wood Filler” or approved equal. Color to match color of wood. All wood elements, except the banquette, will be painted.

C. Wood Glue: Waterproof resorcinol glue recommended by manufacturer for exterior carpentry use.

PART 3 - EXECUTION

3.01 EXAMINATION

A. Examine substrates, with Installer present, for com pliance with requirements for installation tolerances and other conditions affecting performance of the work.

B. Examine finish carpentry materials before installation. Reject materials that are wet, moisture damage d, and mold damaged.

C. Proceed with installation only after unsatisfactory conditions have been corrected.

3.02 INSTALLATION

A. Quality Standard: Install woodwork to comply wi th Architectural Woodwork Standards (AWS) for same grade specified in Part 2 of this Section for type of woodwork involved.

B. Install woodwork plumb, level, true, and straigh t with no distortions. Shim as required with concealed shims. Install to a tolerance of 1/8 inch in 8'-0" for plumb and level and with no variations in flushness of adjoining surfaces.

C. Scribe and cut woodwork to fit adjoining work.

3.03 INSTALLATION OF NEW SIDING AND TRIM

A. Do not use manufactured materials with defective surfaces, sizes, or patterns.

B. Install exterior finish carpentry level, plumb, true, and aligned with adjacent materials. Make joints tight and form joints to conceal shrinkage. Install work flush and tight to adjacent finishes. Any work that exh ibits gaps larger than hairline will not be accepted.

1. Use concealed shims where necessary for alignment.

2. Scribe and cut exterior finish carpentry to fit adjoining work.

3. Refinish and seal cuts and butt joints as recommend ed by manufacturer.

C. Where woodwork has to be cut to fit adjoining work, sand smooth damaged finish at cuts.

D. Standing and Running Trim: Install with minimum num ber of joints possible using full-length pieces (fr om maximum length of lumber available) to the greatest extent possible. Stagger joints in adjacent and related members.

Old Steamers Building – Exterior Repairs EXTERIOR F INISH CARPENTRY Sacramento, CA 06 40 13 - 3
E. Install the work plumb, level, true and straight in relation to existing pitches of adjacent walls and floors with no distortions. Shim as required using concealed shims . Install to a tolerance of 1/8-inch in 8-feet for plumb and level; and with 1/32-inch maximum offset in flush adjoining surfaces.

F. Before proceeding with the Work, notify the Archite ct where woodwork cannot be set plumb and/or level due to existing field conditions.

I. Do cutting and fitting required and install hardwar e required for the work. Make templates, etc., requ ired for the fitting and adjustment of other work to the woodwork. Do cutting, patching, and fitting for the installation of other work.

3.04 PREPARATION FOR FINISH PAINT

A. Remove extraneous attachments, fasteners, nails, staples, bolts, hooks, and similar items from wood elements.

B. Sand out abrasion marks, graffiti and other mino r surface imperfections prior to refinishing. Dull glossy surfaces in preparation for priming.

D. Do not proceed with surface preparation or finis hing until conditions are suitable.

3.05 CLEAN UP

A. Upon completion of general wood restoration, rem ove tools, equipment and other unnecessary materials from the site. Return adjacent area to the clean condition that existed prior to the start of the project.

END OF SECTION
Old Steamers Building - Exterior Repairs WEATHER B ARRIER Sacramento, CA 07 25 00 - 1
SECTION 07 25 00

WEATHER BARRIER

PART 1 - GENERAL

1.01 DESCRIPTION

A. This Section describes the requirements for furn ishing and installing weather barrier at exterior wood siding.

B. Related Sections:

1. Selective demolition is specified in Section 0 2 41 19.

2. Exterior finish carpentry is specified in Sectio n 06 40 13.

3. Self-adhering sheet flashing is specified in Sec tion 07 65 56.

1.02 SUBMITTALS

A. General: Comply with Division 01.

B. Product Data: Manufacturer’s product data and i nstallation instructions.

1.03 QUALITY ASSURANCE

A. Comply with California Building Code (CBC) Secti on 1404.2.

1.04 JOB CONDITIONS

A. Surfaces to receive weather barrier shall be fre e from projecting nails, wires, or other conditions that might damage barrier.

B. Surfaces to be covered shall be dry, and shall h ave dried in fair weather not less than 3-days following wetting by rain.

1.06 WARRANTY

A. Warrant weather barrier to be free from defects in materials and workmanship for a period of 10-years from Date of Substantial Completion. This warranty shall be in addition to and not a limitation of other rights the Owner may have against the Contractor under the Contract Docu ments.

PART 2 - PRODUCTS

2.01 MATERIALS

A. Weather barrier:

1. Approved Manufacturer: Dupont Tyvex HouseWrap or approved equal.

2. Air Permeance: Maximum 0.004 cfm/SF at 0.3 wg per ASTM E2178.

3. Water Vapor Permeance: Minimum 55-perms (MVT), ASTM E96 method A.

4. Tensile Strength: Minimum 30-lb./inch, ASTM D82 8.

B. Joint Tape: Acrylic Seam Tape: Composite tape co nsisting of a pressure-sensitive acrylic adhesive, bonded to a polyethylene or polypropylene film for sealing joints and penetrations in weatherbarrier.

C. Fastenings:

1. Nails, staples, or tie wire, suitable for framin g or backing as recommended by manufacturer.

2. Pressure-sensitive tape and/or adhesive may be u tilized where appropriate and effective.

Old Steamers Building - Exterior Repairs WEATHER B ARRIER Sacramento, CA 07 25 00 - 2
PART 3 - EXECUTION

3.01 INSTALLATION

A. Utilize weather barrier in longest lengths pract ical to minimize joints.

B. Horizontal Joints: Lap barrier not less than 4- inches and tape seams.

C. Wall Corners: Wrap barrier to overlap not less than 12-inches each side of corner.

D. Intermediate Vertical Joints:

1. Lap barrier not less than 6-inches and tape seam s.

2. In adjacent sheets, offset joints not less than 48-inches.

3. In alternate sheets, offset joints not less than 24-inches.

4. Do not locate any two joints at same vertical al ignment.

E. Lap barrier overhead flashings and base screeds and under sill flashings. Treat penetrations and other details as necessary for adequate weather protection.

F. Secure barrier to maintain in place until covere d by other materials.

G. When complete, weather barrier shall be reasonab ly flat, without excessive warps and bulges, and fr ee from holes, cuts, tears, and other damage and defects.

END OF SECTION

Old Steamers Building - Exterior Repairs SHEET META L FLASHING AND TRIM Sacramento, CA 07 62 00 - 1
SECTION 07 62 00

SHEET METAL FLASHING AND TRIM

PART 1 - GENERAL

1.01 DESCRIPTION

A. This Section describes the requirements for furn ishing and installing flashing and sheet metal.

1. Provide all sheet metal flashing and trim required to provide a weathertight enclosure.

2. Provide gutter liner fabrications, downspouts, and fittings as indicated.

B. Related Sections:

1. Self-adhering sheet flashing is specified in S ection 07 65 26.

2. Painting is specified in Section 09 91 00.

1.02 PERFORMANCE REQUIREMENTS

A. General: Sheet metal flashing and trim assembli es shall withstand wind loads, structural movement, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation or other defects. Completed sheet metal flashing an d trim shall not rattle, leak, or loosen and shall remain watertight.

B. Thermal Movements: Provide sheet metal flashing and trim that allows for thermal movements from ambient and surface temperature changes of 120-deg. F. ambient and 180-deg. F. material surfaces.

1.03 SUBMITTALS

A. General: Comply with Division 01.

B. Shop Drawings: Show fabrication and installatio n layouts of sheet metal flashing and trim, includi ng plans, elevations, and details. Distinguish between shop- and field-assembled work. Include the following:

1. Identification of material, thickness, weight, and finish for each item and location.

2. Details of forming sheet metal flashing and tri m, including profiles, shapes, seams, and dimensions.

3. Details for joining, supporting, and securing s heet metal flashing and trim, including layout of fasteners, cleats, clips and other attachments. Include pattern of seams.

4. Details of termination points and assemblies, i ncluding fixed points.

5. Details of special conditions.

6. Details of connections to adjoining work.

1.04 QUALITY ASSURANCE

A. Fabricator Qualifications: Shop that employs sk illed workers who custom fabricate sheet metal flashing and trim similar to that required for this Project and whose products have a record of successful in-service performance.

B. Sheet Metal Flashing and Trim Standard: Comply with SMACNA “Architectural Sheet Metal Manual” unless more stringent requirements are indicated or specified.

1.05 DELIVERY, STORAGE AND HANDLING

A. General: Comply with Division 01.

B. Do not store sheet metal flashing and trim mate rials in contact with other materials that might ca use staining, denting or other surface damage. Store sheet metal flashing and trim materials away from uncured concrete and masonry.

Old Steamers Building - Exterior Repairs SHEET META L FLASHING AND TRIM Sacramento, CA 07 62 00 - 2

C. Protect strippable protective covering on sheet metal flashing and trim from exposure to sunlight and high humidity, except to the extent required for the per iod of sheet metal flashing and trim installation.

PART 2 - PRODUCTS

2.01 SHEET METALS

A. General: Protect mechanical and other finishes on exposed surfaces from damage by applying a strip pable, temporary protective film before shipping.

B. Metallic-Coated Steel Sheet: Restricted flatnes s steel sheet, metallic coated by the hot-dip proce ss and pre- painted by the coil-coating process to comply with ASTM A755.

1. Metallic-Coated (Galvanized) Steel Sheet: Zinc coat ed galvanized ASTM A653, G90 coating designation; structural quality, not less than 24-gauge.

2. Metallic-Coated (Galvalume) Steel Sheet: Aluminum-Z inc alloy coated ASTM A792, Class AZ50 coating designation; Grade 40 structural quality, not less than 24-gauge.

3. Surface: Smooth, flat and mill phosphatized for field painting as specified in Section 09 91 00.

2.02 UNDERLAYMENT MATERIALS

A. Self-Adhering, High-Temperature Sheet: As speci fied in Section 07 56 26.

2.03 MISCELLANEOUS

A. General: Provide materials and types of fastene rs, solder, welding rods, protective coatings, separators, sealants and other miscellaneous items as required for compl ete sheet metal flashing and trim installation.

B. Downspout pipe: Galvalume steel sheet factory machine formed and seamed round downspouts and fitt ings fabricated to diameters indicated. Furnish with metal hangars from same material as downspouts.

C. Fasteners: Wood screws, annular threaded nails, self-tapping screws, self-locking rivets and bolts and other suitable fasteners designed to withstand design loads and recommended by manufacturer.

1. General: Blind fasteners or self-drilling scre ws, gasketed, with hex-washer head. a. Exposed Fasteners: Heads matching color of sh eet metal using plastic caps or factory- applied coating.
b. Blind Fasteners: High-strength aluminum or st ainless steel rivets suitable for metal being fastened.

2. Fasteners for Zinc-Coated (Galvanized) Steel S heet: Hot-dip galvanized steel according to ASTM A153 or ASTM F2329 or Series 300 stainless steel.

D. Solder for Zinc-Coated (Galvanized) Steel: ASTM B32, Grade Sn50, 50-percent tin and 50-percent lead or Grade Sn60, 60-percent tin and 40-percent lead.

E. Sealant Tape: Pressure-sensitive, 100-percent s olids, gray polyisobutylene compound sealant tape with release- paper backing. Provide permanently elastic, non-sag , non-toxic, non-staining tape 1/2-inch wide and 1/ 8-inch thick.

F. Elastomeric Sealant: ASTM C920, elastomeric pol yurethane, polysulfide or silicone polymer sealant; low modulus; of type, grade, class, and use classifications required to seal joints in sheet metal flashing and trim and remain watertight.

G. Butyl Sealant: ASTM C1311, single-component, so lvent-release butyl rubber sealant; polyisobutylene plasticized; heavy bodied for hooked-type expansion joints with limited movement.

H. Epoxy Seam Sealer: Two-part, noncorrosive, alum inum seam-cementing compound, recommended by aluminum manufacturer for exterior nonmoving joints, including riveted joints.

I. Bituminous Coating: Cold-applied asphalt emulsi on complying with ASTM D1187.

Old Steamers Building - Exterior Repairs SHEET META L FLASHING AND TRIM Sacramento, CA 07 62 00 - 3
J. Asphalt Roofing Cement: ASTM D4586, asbestos fr ee, of consistency required for application.

2.04 FABRICATION

A. General: Custom fabricate sheet metal flashing and trim to comply with recommendations in SMACNA’s “Architectural Sheet Metal Manual” that apply to de sign, dimensions, geometry, metal thickness and oth er characteristics. Fabricate items at the shop to the greatest extent possible.

1. Fabricate sheet metal flashing and trim in thi ckness or weight required to comply with performanc e requirements, but not less than that specified for each application and metal.

2. Form sheet metal flashing and trim without exc essive oil canning, buckling, and tool marks and true to line and levels, with exposed edges folded back to form hems.

3. Conceal fasteners and expansion provisions whe re possible. Exposed fasteners are not allowed on faces exposed to view.

B. Fabrication Tolerances: Fabricate sheet metal f lashing and trim that is capable of installation to a tolerance of 1/4-inch in 20-feet on slope and location lines and within 1/8-inch offset of adjoining faces and of a lignment of matching profiles.

C. Sealed Joints: Form non-expansion but movable j oints in metal to accommodate elastomeric sealant.

D. Expansion Provisions: Where lapped expansion pr ovisions cannot be used, form expansion joints of intermeshing hooked flanges, not less than 1-inch deep, filled with butyl sealant concealed within joints.

E. Seams: Fabricate non-moving seams with flat-loc k seams. Form seams and seal with elastomeric sealant. Rivet joints where required for strength.

PART 3 - EXECUTION

3.01 EXAMINATION

A. Examine substrates, areas, and conditions with installer present, to verify actual locations, dimensions and other conditions affecting performance of the work.

1. Verify compliance with requirements for instal lation tolerances of substrates.

2. Verify that substrate is sound, dry, smooth, c lean, sloped for drainage, and securely anchored.

B. Proceed with installation only after unsatisfac tory conditions have been corrected.

3.02 UNDERLAYMENT INSTALLATION

A. Self-adhering Sheet Underlayment: Install as sp ecified in Section 07 65 26.

3.03 INSTALLATION

A. General: Anchor sheet metal flashing and trim an d other components securely in place, with provisio ns for thermal and structural movement. Use fasteners, solder, welding rods, protective coatings, separators, sealants and other miscellaneous items as required to comple te sheet metal flashing and trim.

1. Install sheet metal flashing and trim true to l ine and levels indicated. Provide uniform, neat seams with minimum exposure of solder, welds, and sealant.

2. Install sheet metal flashing and trim to fit su bstrates and to result in watertight performance. V erify shapes and dimensions of surfaces to be covered before fabricating sheet metal.

3. Install exposed sheet metal flashing and trim w ithout excessive oil canning, buckling, and tool marks.

4. Install sealant tape where indicated and requir ed for a watertight installation.

5. Torch cutting of sheet metal flashing and trim is not permitted.

6. Do not use graphite pencils to mark metal surfa ces.

Old Steamers Building - Exterior Repairs SHEET META L FLASHING AND TRIM Sacramento, CA 07 62 00 - 4

B. Metal Protection: Where dissimilar metals will c ontact each other or corrosive substrates, protect against galvanic action by painting contact surfaces with bituminous coating or by other permanent separation as recommended by SMACNA.

C. Expansion Provisions: Provide for thermal expans ion of exposed flashing and trim. Space movement joints at a maximum of 10-feet with no joints allowed within 24-inches of corner or intersection. Where lapped expansion provisions cannot be used or would not be sufficiently watertight, form expansion joints of intermeshing hooked flanges, not less than 1-inch deep, filled with sealant concealed within joints.

D. Seal joints as required for watertight construct ion.

1. Where sealant-filled joints are used, embed hoo ked flanges of joint members not less than 1-inch into sealant. Form joints to completely conceal sealant. When ambient temperature at time of installation is moderate, between 40- and 70-deg. F., set joint members for 50-percent movement each way. Adjust setting proportionately for installation at higher ambient temperatures. Do not install sealant type joints at temperatures below 40-deg. F.

2. Prepare joints and apply sealants to comply wit h requirements specified in Section 07 92 00.

E. Soldered Joints: Clean surfaces to be soldered, removing oils and foreign matter. Pre-tin edges of sheets to be soldered to a width of 1-1/2-inches, except reduce pre-tinning where pre-tinned surface would show in completed work.

1. Do not use torches for soldering. Heat surfaces to receive solder and flow solder into joint. Fill joint completely. Remove flux and spatter from exposed su rfaces.

3.04 INSTALLATION TOLERANCES

A. Installation Tolerances: Shim and align sheet m etal flashing and trim within installed tolerance of 1/4-inch in 20- feet on slope and location lines as indicated and w ithin 1/8-inch offset of adjoining faces and of ali gnment of matching profiles.

3.05 CLEANING AND PROTECTION

A. Clean exposed metal surfaces of substances that interfere with uniform oxidation and weathering.

B. Clean and neutralize flux materials. Clean off excess solder.

C. Clean off excess sealants.

D. Remove temporary protective coverings and strip pable films as sheet metal flashing and trim are installed. On completion of installation, remove unused materials and clean finished surfaces. Maintain in a clean condition during construction.

E. Replace sheet metal flashing and trim that have been damaged or that have deteriorated beyond succ essful repair by finish touchup or similar minor repair pr ocedures.

3.06 WASTE MANAGEMENT

A. Scrap metal shall be collected for recycling.

END OF SECTION

Old Steamers Building – Exterior Repairs SELF-ADHER ING SHEET FLASHING Sacramento, CA 07 65 26 - 1
SECTION 07 65 26

SELF-ADHERING SHEET FLASHING

PART 1 - GENERAL

1.01 DESCRIPTION

A. This Section describes the requirements for fur nishing and installation modified bituminous self-a dhering sheet flashing where indicated.

B. Related Sections:

1. Weather Barrier is specified in Section 07 25 00.

2. Joint sealants are specified in Section 07 92 00.

1.02 SUBMITTALS

A. General: Comply with Division 01.

B. Product Data: Furnish manufacturer's standard product data sheets and installation recommendation s and instructions. Include written instructions for evaluating, preparing and treating substrates as well as technical data including tested physical and performance properties.

C. Installer qualifications.

1.03 QUALITY ASSURANCE

A. Installer: Certified or approved by the self-ad hering sheet flashing manufacturer to install the specified products with a minimum of 5-years continuous experience installing the specified materials.

1.04 JOB CONDITIONS

A. Apply flexible flashings in fair weather at tem peratures of 40-degrees F. and above.

B. Provide adequate ventilation of enclosed spaces where primer is used.

1.05 DELIVERY, STORAGE AND HANDLING

A. General: Comply with Division 01.

B. Store materials in their original, sealed packa ges, labeled with manufacturer’s name, product brand name and type, date of manufacture, lot number, and directions for storing.

C. Store materials in clean, dry and protected loc ation and within temperature range required by the manufacturer.

Protect stored materials from direct sunlight.

D. Remove and replace materials that cannot be app lied within stated shelf life.

PART 2 - PRODUCTS

2.01 APPROVED MANUFACTURERS

A. Self-Adhering Sheet Flashing: Fortifiber Corpor ation “FortiFlash 40 mil Waterproof Flashing”, Henry Company “Blueskin PE200 HT”, or approved equal.

Old Steamers Building – Exterior Repairs SELF-ADHER ING SHEET FLASHING Sacramento, CA 07 65 26 - 2

2.02 MATERIALS

A. Self-Adhering Sheet Flashing: 40-mil thick cons isting of slip-resisting polyethylene-film top surface laminated to layer of butyl or SBS-modified asphalt adhesive, with release-paper backing; cold applied.

1. Thermal Stability, ASTM D1970: Stable after te sting at 240-deg. F.

2. Low Temperature Flexibility, ASTM D1970: Passe s after testing at minus 20-deg. F.

3. Water Vapor Permeance: <.05 perms 40-Mil (water proof); ASTM F1249.

4. Water Resistance: 200 hours (waterproof); ASTM D 779.

B. Primer: As recommended by membrane manufacture r for priming substrates to receive modified bitumi nous sheet flashing.

C. Joint Sealant: Certified by self-adhering flash ing manufacturer as being compatible with flashing.

PART 3 - EXECUTION

3.01 EXAMINATION

A. Examine substrates, areas, and conditions under which self-adhering sheet flashing will be applied with installer and manufacturer’s representative present for compliance with requirements and for other conditions af fecting performance of the self-adhering sheet flashing sys tem. Do not proceed with installation until unsatis factory conditions have been corrected and reviewed by the Architect.

B. Installation of self-adhering sheet flashing co nstitutes acceptance of substrate conditions.

3.02 PREPARATION

A. Remove dust, dirt, loose fasteners and other pr otrusions. Clean, prepare and treat substrates acco rding to manufacturer’s written instructions. Provide clean, sound and dry substrate.

B. Prime substrates to receive self-adhering sheet flashing if required by manufacturer. Allow primer to dry for one hour or until tack-free. Re-prime surfaces not covered within 36-hours.

3.03 INSTALLATION

A. Self-Adhering Sheet Flashing:

1. Install self-adhering sheet flashing in accorda nce with manufacturer’s written instructions. Ensure that flashing adheres continuously with the substrate and is free of wrinkles, fishmouths, bubbles, creases and other irregularities.

2. Comply with temperature restrictions of underla yment manufacturer for installation. Use primer rather than nails for installing at low temperatures.

3. Apply in shingle fashion to shed water, with en d laps of not less than 6-inches staggered 24-inche s between courses.

4. Overlap side edges not less than 3-1/2-inches.

5. Carefully notch and fold flashing corners and r eturns.

Old Steamers Building – Exterior Repairs SELF-ADHER ING SHEET FLASHING Sacramento, CA 07 65 26 - 3

6. Roll installed flashing with roller.

7. Installed membrane shall be covered as soon as possible with subsequently applied covering material.

Do not leave membrane exposed to the weather for longer periods than approved by the manufacturer.

3.04 COMPLETION

A. Remove and replace self-adhering sheet flashing that does not comply with specified requirements. Holes in the flashing shall be patched with a minimum 6-inch overlap or in accordance with the self-adhering sheet flashing manufacturer’s instructions.

END OF SECTION

Old Steamers Building - Exterior Repairs JOINT SEAL ANTS Sacramento, CA 07 92 00 - 1
SECTION 07 92 00

JOINT SEALANTS

PART 1 - GENERAL

1.01 DESCRIPTION

A. This Section describes the requirements for furn ishing and installing joint sealants.

1.02 SUBMITTALS

A. General: Comply with Division 01.

B. Product Data: Manufacturer's technical data for each product required, including instructions for joint preparation and sealant application. Include certification by joint sealant manufacturer that sealants, primers, and cleaners comply with local regulations controlling the use of volatile organic compounds (VOC).

C. Samples: Manufacturer's bead samples of actual products showing full range of colors for each product exposed to view, including custom colors if required.

D. Installer qualifications.

E. Warranty.

1.03 QUALITY ASSURANCE

A. Installer's Qualifications: Approved by the sea lant manufacturer with a minimum of 5-years’ experi ence on Projects of similar scope and scale.

B. Obtain joint sealant materials from a single man ufacturer for each product required unless otherwise approved.

C. Preconstruction Field Testing: Prior to install ation of joint sealants, field-test adhesion to joint substrates.

0. Install joint sealants in 5-foot joint lengths. Allow to cure before testing. Test adhesion by pu lling sealant out of joint according to “Method A, Field-Applied Sealant Joint Hand Pull Tab”, in Appendix X1 in ASTM C1193. For joints with dissimilar substrate s, verify adhesion to each substrate separately; extend cut along one side, verifying adhesion to op posite side. Repeat procedure for opposite side.

1. Perform field tests for each type of elastomeric sealant and joint substrate.

2. Arrange for tests to take place with joint seala nt manufacturer's technical representative present.

3. Report whether or not sealant in joint connected to pulled-out portion failed to adhere to joint su b- strates or tore cohesively. Include data on pull d istance used to test each type of product and joint substrate.

4. Sealants not evidencing adhesive failure from te sting, in absence of other indications of noncompliance with requirements, will be considered satisfactory. Do not use sealants that fail to adhere to joint substrate during testing.

1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING

A. General: Comply with Division 01.

B. Deliver materials in the unopened, original cont ainers or unopened packages with manufacturer's name, labels, product identification, color, expiration period, curing time and mixing instructions for multi-component materials.

C. Store materials in the original, unopened contai ners or packages, and under conditions recommended by manufacturers. Store materials in a clean, dry prot ected location on raised platforms with weather-pro tective coverings, within temperature range required by sealant manufacturer.

D. Protect stored materials from direct sunlight.

E. Sealant manufacturer’s standard packaging and c overing is not considered adequate protection.

Old Steamers Building - Exterior Repairs JOINT SEAL ANTS Sacramento, CA 07 92 00 - 2

Old Steamers Building - Exterior Repairs JOINT SEAL ANTS Sacramento, CA 07 92 00 - 3

1.05 PROJECT CONDITIONS

A. Environmental Conditions: Do not install sealan ts when ambient and substrate temperature condition s are outside limits permitted by joint sealant manufacturer, or to wet joint substrates.

B. Joint Width Conditions: Do not install sealants when joint widths are less than permitted by seala nt manufac- turer.

C. Joint Substrate Conditions: Do not proceed with installation of joint sealants until contaminants capable of interfering with their adhesion are removed from jo int substrates.

1.06 WARRANTY

A. Exterior Sealants: Furnish a written warranty a gainst leaks or other defects of materials and workmanship for a period of 10-years. Defects include but are not li mited to changes in the structural, physical or che mical properties of the sealant materials that impair fun ction or require abnormal maintenance, changes in s urface finish, color or texture, failure in adhesion, weather resistance or durability, failure to prevent entry of water, or failure to comply with specified requirements.

B. This warranty shall not cover formation of crack s or defects in substrate materials adjacent to the seal, joint movement in excess of movement rating of sealant, o r physical damage caused by others.

C. Repair or replace defective materials and workma nship during warranty period without expense to Owner, includ- ing removal and replacement of other items as required.

D. This warranty shall be in addition to and not a limitation of other rights the Owner may have again st the Contractor under the Contract Documents.

PART 2 - PRODUCTS

2.01 MATERIALS, GENERAL

A. Provide color of exposed joint sealants as selec ted by Architect.

B. Provide joint sealers, joint fillers and other m aterials that are compatible with one another and w ith joint substrates, as demonstrated by testing and field experience.

2.02 ELASTOMERIC JOINT SEALANTS

A. Exterior Building Sealant: Either one-part sili cone complying with ASTM C920, Type S, Grade NS, Class 25, 50 or 100 depending on product used, Use NT, M, A, and O or multi-component polyurethane complying with ASTM C920, Type M, Grade NS, Class 25, Use NT, M, A, and O. Dow Corning Corp. "790" or “795”, Tremco “Spectrem 1” or approved equal. Sealant shall resist ultra-violet, heat, ozone and moisture exposure and shall withstand substrate surface temperatures as high as 250-deg. F. and a surface temperature range of 150-deg. F.

2.03 JOINT SEALANT BACKING

A. General: Provide sealant backings which are non -staining; are compatible with joint substrates, sealants, primers and other joint fillers; and are approved by sealant manufacturer.

B. Plastic Foam Joint-Fillers: Preformed, compress ible, resilient, non-waxing, non-extruding strips of plastic foam, of size, shape and density to control sealant depth.

C. Bond-Breaker Tape: Polyethylene tape or other p lastic tape as recommended by sealant manufacturer. Provide self-adhesive tape where applicable.

2.04 MISCELLANEOUS MATERIALS

A. Primer: As recommended by joint sealant manufac turer for adhesion of sealant to joint substrates.

B. Cleaners for Nonporous Surfaces: Non-staining, chemical cleaner of type acceptable to manufacturer of sealant and sealant backing materials which are not harmful to substrates and adjacent nonporous materials.

C. Masking Tape: Non-staining, non-absorbent type compatible with joint sealants and to surfaces adja cent to joints.

Old Steamers Building - Exterior Repairs JOINT SEAL ANTS Sacramento, CA 07 92 00 - 4

Old Steamers Building - Exterior Repairs JOINT SEAL ANTS Sacramento, CA 07 92 00 - 5
PART 3 - EXECUTION

3.01 PREPARATION

A. Surface Cleaning of Joints: Clean out joints im mediately before installing joint sealants.

1. Remove foreign material from joint substrates wh ich could interfere with adhesion of joint sealant, including dust, paints, oil, grease, waterproofing, water repellents, water, and surface dirt.

2. Clean porous surfaces, by brushing, grinding, bl ast cleaning, mechanical abrading, or acid washing to produce a clean, sound substrate. Remove loose par ticles remaining from cleaning operations by vacuuming or blowing out joints.

3. Remove laitance and form release agents from con crete.

4. Clean non-porous surfaces by chemical cleaners o r other means which are not harmful to substrates or leave residues capable of interfering with adhesion of joint sealants.

B. Joint Priming: Prime joint substrates where rec ommended by joint sealant manufacturer. Apply primer to comply with joint sealant manufacturer's recommendations. Confine primers to areas of joint sealant bond, do not allow spillage or migration onto adjoining surfaces.

C. Masking Tape: Use masking tape where required t o prevent contact of sealant with adjoining surfaces. Remove tape immediately after tooling without disturbing joint seal.

3.02 INSTALLATION OF JOINT SEALANTS

A. General: Comply with joint sealant manufacturer s' printed installation instructions applicable to products and applications indicated, except where more stringent requirements apply. Provide temporary ventilation during installation of interior joint sealants.

B. Sealant Installation Standard: Comply with reco mmendations of ASTM C1193 for use of joint sealants as ap- plicable to materials, applications and conditions indicated.

C. Installation of Sealant Backings: Install seala nt backings to comply with the following requirements:

1. Install joint-fillers to provide sealant support for optimum performance cross-sectional shapes and depths.

a. Do not leave gaps between ends of joint-fillers.

b. Do not stretch, twist, puncture or tear joint-fi llers.

c. Remove absorbent joint-fillers which have become wet prior to sealant application and replace with dry material.

2. Install bond breaker tape between sealants and j oint-fillers, compression seals or back of joints where required to prevent third-side adhesion of sealant to back of joint.

D. Installation of Sealants: Install sealants by p roven techniques to contact and fully wet joint substrates, completely filling recesses provided for each joint configuration and providing uniform, optimum performance cross-sectional shapes and depths.

E. Tooling of Non-sag Sealants: Tool sealants to f orm smooth, uniform beads of slightly concave profi le that is slightly below the adjacent surfaces unless otherwi se indicated. Tool to eliminate air pockets and to ensure contact and adhesion of sealant with sides of joint. Remove excess sealants from surfaces adjacent to joint. Do not use tooling agents.

3.03 PROTECTION AND CLEANING

A. Protect joint sealants during and after curing p eriod from contact with contaminating substances or from damage.

B. Cut out and remove damaged or deteriorated joint sealers and reseal joints with matching new materials.

C. Clean off excess sealants or sealant smears adja cent to joints as work progresses by methods and with cleaning

Old Steamers Building - Exterior Repairs JOINT SEAL ANTS Sacramento, CA 07 92 00 - 6
materials approved by sealant manufacturer.

3.04 WASTE MANAGEMENT

A. Close and seal tightly all partly used sealant containers and store protected in well ventilated f ire-safe area at moderate temperatures.

B. Place used sealant tubes and containers in area s designated for hazardous materials.

END OF SECTION
Old Steamers Building – Exterior Repairs STILE AND RAIL WOOD DOORS Sacramento, CA 08 14 33 - 1
SECTION 08 14 33

STILE AND RAIL WOOD DOORS

PART 1 - GENERAL

1.01 DESCRIPTION

A. This Section describes the requirements for fur nishing and installing the following types of stile and rail wood door:

1. Exterior stile and rail wood doors with wood p anels.

B. Related Sections:

1. Exterior finished carpentry is specified in Se ction 06 40 13.

2. Door hardware is specified in Section 08 71 00.

3. Painting is specified in Section 09 91 00.

1.02 SUBMITTALS

A. General: Comply with Division 01.

B. Product Data: Door manufacturer's technical dat a for each type of door, including details of const ruction, materials, dimensions of individual components, profiles, and finishes.

C. Shop Drawings: Indicate location and size of e ach door; elevation of each door; construction deta ils not covered in product data including stiles, rails, pa nels, and moldings; location and extent of hardware cutouts; and factory finishing requirements.

1. Provide a Woodwork Institute Shop Drawing Labe l on the first page of the shop drawings indicating that they meet the requirements of the Architectural Woodwork Standards

D. Samples: Corner section, 1'-0" square, showing edges, faces, joinery and material qualities of typical stile, rail, molding and panel for each exposed material, door type and finish required.

E. Certificate of Compliance: Manufacturer's cert ificate showing compliance with specified requirements.

1.03 QUALITY ASSURANCE

A. Product Certification: Require door manufactur er to certify that doors comply with specified requ irements including those of referenced door standard. Mark, label or otherwise identify stile and rail wood do ors as complying with NWWDA I.S. 6.

B. Allowable Tolerances:

1. Warp Tolerance: As specified in Section WDMA T -2. In addition, warp tolerance shall apply to pair s of doors and to doors in relation to the frame or jamb in which hung.

2. Squareness: WDMA T-3.

3. Gap Tolerance: As specified in Architectural Wo odwork Standards.

4. Flushness of Joinery: As specified in Architect ural Woodwork Standards Section 9, Section 6.1.21.

Old Steamers Building – Exterior Repairs STILE AND RAIL WOOD DOORS Sacramento, CA 08 14 33 - 2

1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING

A. General: Comply with Division 01.

B. Protect doors during transit, storage and handl ing to prevent damage, soiling, and deterioration.

1. Comply with Architectural Woodwork Standards ( AWS) for delivery, storage, and handling of doors.

C. Identify each door with opening numbers corresp onding with shop drawing designations for doors, frames and hardware, using temporary, removable, or concealed markings.

1.05 PROJECT CONDITIONS

A. Conditioning: Do not deliver or install doors u ntil conditions for temperature and relative humidi ty have been stabilized and will be maintained in storage and in stallation areas during remainder of construction p eriod to comply with the following requirements applicable to Project's geographical location:

1. Architectural Woodwork Standards (AWS) - Secti on 2.

PART 2 - PRODUCTS

2.01 STILE AND RAIL WOOD DOORS

A. Exterior Doors:

1. Grade of Doors for Opaque Finish: Architectura l Woodwork Standards (AWS) Custom Grade, Vertical Grain Douglas Fir.

2. Stile, Rail and Mullion Dimensions:

a. Widths: As indicated.

b. Thickness: 1-3/4-inches unless otherwise ind icated.

3. Stile, Rail and Mullion Construction: Two-piec e balanced lamination with opposing grain or three- piece lamination, balanced outer pieces with opposing grain and face veneers uniform in thickness.

4. Raised Wood Panels:

a. Panel Construction: Raised, 2-ply solid lumbe r or 3-ply solid lumber.

b. Molding Profile: Match existing doors.

c. Panel Design: Match existing doors.

4. Flat Wood Panels:

a. Molding Profile: Match existing doors.

b. Wood Panels: Veneer core plywood.

5. Doors shall be glued-up with Type I adhesive.

B. Factory Finishing: Doors may be factory-primed a t Contractor’s option.

1. Doors to be Field Painted: Prime paint doors su itable for field painting as specified in Section 0 9 91 00. Seal cut-outs, edges, and other surfaces not otherwise finished.

Old Steamers Building – Exterior Repairs STILE AND RAIL WOOD DOORS Sacramento, CA 08 14 33 - 3

2.02 FABRICATION

A. Fabricate stile and rail wood doors in sizes in dicated for either job-site fitting or factory fit doors to suite frame- opening sizes indicated, at Contractor's option. F actory-fit doors shall comply with the following un iform clearances and bevels:

1. Fitting Clearances: Provide 1/8-inch at jambs and heads, 1/16-inch per leaf at meeting stiles for pairs of doors, and 1/2-inch from bottom of door to top of floor finish. Where threshold is indicated, provide 3/8-inch clearance from bottom of door to top of threshold.

2. Bevel doors 1/8-inch in 2-inches (3-1/2 degree s) at lock and hinge edges.

B. Factory pre-machine stile and rail wood doors f or hardware; comply with final hardware schedule and hardware templates.

C. Exterior Doors: Factory-treat exterior doors af ter fabrication with water repellent to comply with NWWDA I.S.4.

Flash top of out-swinging doors with manufacturer's standard metal flashing.

PART 3 - EXECUTION

3.01 EXAMINATION

A. Examine installed door frames prior to hanging doors. Verify that frames comply with specified re quirements and have been installed with plumb jambs and level heads.

B. Do not proceed with installation until unsatisf actory conditions have been corrected.

3.02 INSTALLATION

A. Install stile and rail wood doors in compliance with manufacturer's instructions, applicable requirements of refer- enced quality standard and as specified.

B. Job-Fit Doors: Align and fit doors in frames w ith uniform clearances and bevels as specified; do not trim stiles and rails in excess of limits set by manufacturer or permitted with fire-rated doors. Machine doors for hardware.

Seal cut surfaces after fitting and machining.

1. Fitting Clearances: Provide 1/8-inch at jambs and heads, 1/16-inch per leaf at meeting stiles for pairs of doors, and 1/8-inch from bottom of door to top o f finish floor covering. Where thresholds occur, provide 1/4-inch clearance from bottom of door to top of threshold.

2. Bevel doors 1/8-inch in 2-inches at lock and h inge edges.

3. Hang doors within 1/16-inch of the height and width of the door assembly.

4. Pairs of doors, when closed, shall be within 1 /16-inch of flush at the meeting edge.

C. Factory-Fitted Doors: Align in frames for unif orm clearance at each edge.

3.03 ADJUSTING AND PROTECTION

A. Operation: Re-hang or replace doors which do no t swing or operate freely.

B. Protect doors as recommended by door manufactur er to ensure that doors are without damage at time of Substantial Completion.

END OF SECTION
Old Steamers Building – Exterior Repairs DOOR HARDWARE Sacramento, CA 08 71 00 - 1
SECTION 08 71 00

DOOR HARDWARE

PART 1 - GENERAL

1.01 DESCRIPTION

A. This Section describes the requirements for furnishing and installing finish hardware.

B. Related Sections:

1. Stile and rail wood doors are specified in Section 08 14 33.

1.02 SUBMITTALS

A. General: Comply with Division 01.

B. Hardware Schedule: Final schedule as specified. Coordinate with doors, frames and related work to ensure proper size, thickness, hand, function and finish. Organize hardware schedule into groups indicating complete designations of every item required for each door opening. Include the following:

1. Type, style, function, size and finish of each hardware item.

2. Name and manufacturer of each item.

3. Fastenings and other pertinent information.

4. Location of hardware group referenced to plans and schedules.

5. Explanation of abbreviations, symbols, and codes contained in schedule.

6. Mounting locations.

7. Door and frame sizes and materials.

8. Keying information.

C. Samples: Prior to submittal of the final hardware schedule and ordering hardware, submit one sample of each type of exposed hardware unit, finish as specified, and tagged with description for coordination with schedule.

Samples will be returned to supplier and if undamaged, may be used in the work.

D. Templates: Furnish templates to each fabricator of doors, frames and other work to be factory-prepared for the installation of hardware.

1.03 QUALITY ASSURANCE

A. Manufacturer: Obtain each type of hardware from a single manufacturer.

B. Supplier: A recognized architectural finish hardware supplier, who has been furnishing hardware for not less than 5-years.

1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING

A. General: Comply with Division 01.

Old Steamers Building – Exterior Repairs DOOR HARDWARE Sacramento, CA 08 71 00 - 2
B. Tag each item or package separately, with identification related to final hardware schedule, and include basic installation instructions.

C. Inventory hardware jointly with representatives of supplier and installer until each is satisfied that cou nt is accurate.

D. Deliver individually packaged hardware items at the proper times to the required locations for installation.

E. Provide secure lock-up for hardware delivered to the Project.

PART 2 - PRODUCTS

2.01 SCHEDULED HARDWARE

A. General: Requirements for manufacturer, design, grade, function, finish, size and other qualities of each type of hardware is listed in the Hardware Groups.

2.02 MATERIALS AND FABRICATION

A. General:

1. Hand of Door: As indicated.

2. Do not use products which have manufacturer's name or trade name displayed in a visible location, except in conjunction with UL labels. Manufac turer's identification will be permitted on rim of lock cylinders.

3. Base Metals: Manufacturer's standard metal alloy, composition, temper and hardness.

4. Fasteners: Provide hardware manufactured to conform to published templates, generally prepared for machine screw installation. Do not provide hardware which has been prepared for self-tapping sheet metal screws.

5. Provide concealed fasteners for hardware exposed when door is closed. Do not use thru-bolts except where it is not feasible to adequately reinforce the work.

B. Hinges, Butts, and Pivots:

1. Templates: Provide template units.

2. Screws: Furnish Phillips flat-head or machine screws for installation of units, except furnish Phillips flat-head or wood screws for installation into wood. Finish screw heads to match hinges or pivots.

3. Hinge Pins:

a. Steel Hinges: Steel pins.

b. Non-Ferrous Hinges: Solid brass or stainless steel pins to match lockset or latchset finish.

c. Out-Swing Doors: Non-removable pins.

d. Tips: Flat tip, finished to match leaves.

e. Quantity: Not less than 3 for doors up to 90- inches high, and one additional for each 30-inches of additional height except as otherwise scheduled.

f. Provide extra heavy weight hinges for doors 40-inches wide and over and where scheduled.

Old Steamers Building – Exterior Repairs DOOR HARDWARE Sacramento, CA 08 71 00 - 3

g. Provide 4-1/2-inch x 4 -inches up to 40 -inches wide and 5- inches x 4 -1/2-inches over 40-inches wide. Check details and provide hinge width sufficient to clear trim when door opens 180-degrees.

C. Lock Cylinders and Keying:

1. Review the keying system with the Owner and provide the type required. Owner standard hardware is Allegion, Schlage handles and locks with IC replaceable cores. Contractor to provide cores and coordinate with owner project manager for re-key prior to final completion.

2. Furnish construction key that can be rendered inoperative by turn of the change key.

3. Metals: Construct lock cylinder parts from brass/bronze, stainless steel or nickel silver.

4. Comply with Owner's instructions for master-keying and provide individual change key for each lock not designated to be keyed alike. Inscribe each key with number or lock that identifies cylinder manufacturer key symbol and notation "DO NOT DUPLICATE".

5. Key Material: Nickel silver.

6. Quantity: As directed by the Owner.

D. Locks, Latches and Bolts:

1. Locksets and Latchsets: As scheduled in the hardware sets.

a. The lever of lever actuated latches or locks shall be curved with a return to within ½” of the door, to prevent catching on the clothing of persons during egress.

2. Strikes: Manufacturer's standard wrought box strike for each latch or lock bolt, with curved lip extended to protect frame, finished to match hardware set.

E. Stops: Where door swing permits, provide wall stop. Where wall stop is not possible, provide floor stop. Where floor stop would impose a tripping hazard, provide overhead stop.

F. Thresholds: Standard metal threshold of type, size and profile indicated or scheduled. Fabricate to accommodate door hardware and to fit door frames.

2.03 HARDWARE FINISHES

A. Provide matching finishes for hardware units at each door or opening, to the greatest extent possible. Reduce color and texture differences as much as commercially possible.

B. Provide finishes as specified in the door hardware groups.

PART 3 - EXECUTION

3.01 INSTALLATION

A. Hardware Locations:

1. Hinges:

a. Bottom Hinge: 10-inches from door bottom to bottom of hinge.

b. Top Hinge: 5-inches from door top to top of hinge.

Old Steamers Building – Exterior Repairs DOOR HARDWARE Sacramento, CA 08 71 00 - 4

c. Center Hinge: Center between top and bottom hinge.

d. Intermediate Hinges: Equally spaced between top and bottom hinge, or equally spaced where there is more than one intermediate hinge.

2. Locksets and Latchsets: 38-inches from bottom of door to center of lever.

B. Install each hardware item in compliance with the manufacturer's instructions and recommendations. Wherever cutting and fitting is required to install hardware onto or into surfaces which are later to be painted or finished, coordinate removal, storage and reinstallation or application of surface protection with Section 09 91 00. Do not install surface-mounted items until finishes have been completed on the substrate.

C. Set units level, plumb and true to line and location. Adjust and reinforce the attachment substrate as required for proper installation and operation.

D. Drill and countersink units which are not factory-prepared for anchorage fasteners. Space fasteners and anchors in accordance with industry standards.

3.02 ADJUST AND CLEAN

A. Adjust and check each operating item to ensure proper operation or function. Replace units that cannot be adjusted to operate freely and smoothly as intended.

B. Clean adjacent surfaces soiled by hardware installation.

C. Final Adjustment: Wherever hardware installation is made more than one -month prior to acceptance or occupancy of a space or area, make final check and adjustment of hardware just prior to acceptance. Clean operating items as required to restore proper function and finish. Adjust door control devices to compensate for final operation of heating and ventilating equipment.

D. Instruct Owner's personnel in proper adjustment and maintenance of hardware and finishes during the final adjustment.

E. Continued Maintenance Service: 6 -months after acceptance of hardware, the installer and latch and lock representative shall return to the Project and re- adjust hardware items. Consult with and instruct Owner's personnel in recommended additions to the maintenance procedures. Replace hardware items which have deteriorated or failed due to faulty design, materials or installation.

3.03 FINISH HARDWARE SCHEDULE

Group 1
Hinges Reuse existing
1 Lockset Schlage LV9050 x Lever M85A x Finish US11 1 set Seals Pemko S88 Head & Jambs
1 Door Bottom Pemko 210DV
1 Threshold Reuse existing

Group 2
1- 1/2 pair Hinges Stanley FBB199
1 Lockset Schlage LV9050 x Lever M85A x Finish US11 1 set Seals Pemko S88 Head & Jambs
1 Door Bottom Pemko 210DV
1 Threshold Reuse existing

END OF SECTION
Old Steamers Building – Exterior Repairs LOUVERS
Sacramento, CA 08 91 00 - 1
SECTION 08 91 00

LOUVERS

PART 1 - GENERAL

1.01 DESCRIPTION

A. This Section describes the requirements for fur nishing and installing the following:

1. Fixed blade sheet metal louvers.

B. Related Sections:

1. Painting is specified in Section 09 91 00.

1.02 SUBMITTALS

A. General: Comply with Division 01.

B. Shop Drawings: Furnish shop drawings of louver units and accessories. Include plans, elevations, sections, and details showing profiles, angles, spacing of louver blades, unit dimensions related to wall openings a nd construction, free areas for each size, and profiles of frames at jambs, heads, and sills.

B. Samples: 6-inch square samples of each required finish. Prepare samples on metal of same thickness to be used in work.

1.03 QUALITY ASSURANCE

A. Comply with Sheet Metal and Air Conditioning Co ntractors National Association (SMACNA) recommendations for fabrication, construction details and installation procedures, except as otherwise indicated.

B. Welding Standards: Comply with applicable prov isions of D1.3 "Structural Welding Code - Sheet Steel".

1.04 PROJECT CONDITIONS

A. Field Measurements: Check actual louver openin gs by accurate field measurements before fabricatio n, and show recorded measurements on shop drawings. Coordinate fabrication schedule with construction progress to avoid delaying the work.

PART 2 - PRODUCTS

2.01 MATERIALS

A. Galvanized Steel Sheet: ASTM A526 or ASTM A527 , G90 coating designation, mill phosphatized.

B. Fastenings: Same material as items fastened or 300 series stainless steel. Do not use metals that are corrosive or incompatible with joined materials. Use Phillip s flat-head machine screws for exposed fasteners, u nless otherwise indicated.

C. Bituminous Paint: Cold-applied asphalt mastic.

D. Galvanizing Repair Paint: High zinc-dust conte nt paint for re-galvanizing welds in galvanized steel, with dry film containing not less than 94-percent zinc dust by weight, and complying with SSPC-Paint 20.

Old Steamers Building – Exterior Repairs LOUVERS
Sacramento, CA 08 91 00 - 2

2.02 FABRICATION

A. Provide louvers and accessories of design, mate rials, sizes, depth, arrangement, and metal thicknesses indicated or as required.

B. Assemble louvers in shop to minimize field spli cing and assembly. Disassemble units as required for shipping and handling limitations. Clearly mark units for reassembly and coordinated installation.

C. Maintain equal louver blade spacing, including separation between blades and frames at head and sill, to produce uniform appearance.

D. Fabricate frames including integral sills to fi t in openings of sizes indicated, with allowances made for fabrication and installation tolerances of louvers, adjoining construction, and perimeter sealant joints.

E. Include supports, anchorages, and accessories.

F. Provide sill extensions and loose sills made of same material as louvers where required for drainage to exterior and to prevent water penetrating to interior.

G. Join frame members to one another and to statio nary louver blades by welding, except where otherwise indicated or where field bolted connections between frame members are required.

2.03 STATIONARY FORMED SHEET METAL WALL LOUVERS

A. Louver Type: Airolite Type 609A or approved eq ual.

1. Blade and Frame Thickness: 16-gauge.

2. Depth: 4-inches.

3. Blade Centers: 4-inches.

4. Blade Angle: 45-degrees, straight blade desig n.

5. Free Area: 7.46-sq. ft. for a 4- x 4-foot lo uver.

6. Size and Configuration: As indicated.

2.04 LOUVER SCREENS

A. Provide removable galvanized steel wire screens for exterior louvers.

B. Fabricate screen frames of same metal and finis h as louvers.

C. Provide rewireable frames consisting of formed metal with a driven spline or insert for securing screen mesh.

D. Insect Screens: 28 x 14 galvanized steel mesh, 0.011-inch diameter wire.

E. Locate screens on inside face of louvers, unles s otherwise indicated. Secure to louver frames wit h machine screws, spaced at each corner and at 12-inch centers.

2.05 FINISHES

A. Surface Preparation: Clean surfaces of dirt, g rease, and other contaminants followed by a conversion coating of the type suited to the organic coating applied over it. Clean welds, mechanical connections, and abraded areas followed by an application of galvanizing repair paint to comply with ASTM A780.

Old Steamers Building – Exterior Repairs LOUVERS
Sacramento, CA 08 91 00 - 3
B. Factory Priming for Field Painted Finish: Wher e field painting after installation is indicated, a pply an air-dried primer immediately following cleaning and pretreating.

B. Baked Enamel Finish: Immediately after cleanin g and pretreating, apply manufacturer's standard 2-coat baked enamel finish consisting of prime coat and thermose tting topcoat. Minimum dry film thickness of 2.0-m ils.

Custom color to match color sample furnished by the Architect.

PART 3 - EXECUTION

3.01 INSTALLATION

A. Locate and place louvers plumb, level and in pr oper alignment with adjacent work.

B. Use concealed anchorages wherever possible. Pr ovide brass or lead washers fitted to screws where required to protect metal surfaces and to make a weathertight connection.

C. Form closely fitted joints with exposed connect ions accurately located and secured.

D. Repair finishes damaged by cutting, welding, so ldering and grinding. Restore finishes with no evi dence of corrective work or provide new units.

E. Protect galvanized and non-ferrous metal surfac es from corrosion or galvanic action by application of a heavy coating of bituminous paint on surfaces which will be in contact with concrete, masonry or dissimilar metals.

F. Install concealed gaskets, flashings, joint fil lers, and insulations, and install as work progress es to make installations weather-tight.

3.02 ADJUSTING AND PROTECTION

A. Protect louvers from damage during construction including use of temporary protective coverings. Remove protective covering at time of Substantial Completion.

B. Restore louvers damaged during installation and construction period, so that no evidence remains of correction work. If results of restoration are unsuccessful as judged by the Architect, remove damaged units and replace with new units.

3.03 CLEANING

A. Periodically clean exposed surfaces of louvers that are not protected by temporary covering to rem ove finger- prints and soil during construction period. Do not let soil accumulate until final cleaning.

B. Before final inspection, clean exposed surfaces with water and a mild soap or detergent not harmful to finishes.

Rinse surfaces thoroughly and dry.

END OF SECTION
Old Steamers Building – Exterior Repairs PAINTING
Sacramento, CA 09 91 00 - 1
SECTION 09 91 00

PAINTING

PART 1 - GENERAL

1.01 DESCRIPTION

A. This Section describes the requirements for pain ting and finishing of exterior exposed items and surfaces.

1. Surface preparation, priming and coats of paint specified are in addition to shop-priming and surface treatments specified in other Sections.

2. Work includes re-painting exterior of the new ro oftop mechanical screen.

3. "Paint" means coating systems materials, includi ng primers, emulsions, enamels, stains, sealers and fillers, and other applied materials whether used as prime, intermediate or finish coats.

B. Surfaces Not to Be Painted:

1. Pre-finished items, including but not limited to finished mechanical and electrical equipment, including light fixtures, switchgear and distribution cabinets.

2. Concealed surfaces such as walls or ceilings in concealed areas and inaccessible areas, furred areas, pipe spaces, and duct shafts.

3. Finished metal surfaces such as anodized aluminu m, stainless steel, chromium plate, copper, bronze and similar finished materials, exterior aluminum entrances, storefronts, and windows.

4. Moving parts of operating units, mechanical and electrical parts, such as valve and damper opera- tors, linkages, sensing devices, motor and fan shaf ts.

C. Following categories of work are included under other Sections:

1. Shop priming ferrous metal items including struc tural steel, metal fabrications, hollow metal work and similar items. The work of this Section includes sanding and applying specified primer on all shop-primed surfaces exposed to view in the completed work.

2. Shop priming of fabricated components such as ar chitectural woodwork, wood casework and shop-fabricated or factory-built mechanical and electrical equipment or accessories.

D. Do not paint over code-required labels, equipmen t identification, performance rating, name, or nome nclature plates.

1.02 SUBMITTALS

A. General: Comply with Division 01.

B. Certification: Furnish certification by the pai nt manufacturer that products supplied comply with local regulations controlling the use of volatile organic compounds (VOCs).

C. Samples: Furnish samples of each color and mate rial to be applied, with texture to simulate actual conditions, on representative samples of the actual substrate.

1. Furnish samples on the following substrates for review of color and texture only:

a. Painted Wood: Two 8 ½” x 11” samples of each col or and material on heavy cardstock.

D. Product Data: Specified paint systems are those of Benjamin Moore, Dunn Edwards, Kelly Moore, Sherw in Williams and Vista. If other paint manufacturers are proposed and accepted by the Architect, furnish product comparison charts showing that proposed paint systems are equal to the specified materials in number o f coats, type of paint, and sheen.

Old Steamers Building – Exterior Repairs PAINTING
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1.03 QUALITY ASSURANCE

A. Applicators Qualifications: Engage an experience d applicator who has completed painting system applications similar in material and extent.

B. Single Source Responsibility: Provide primers an d other undercoat paint produced by same manufactur er as finish coats. Use thinners approved by paint manuf acturer, and use within recommended limits.

C. Coordination of Work: Review other Sections in w hich prime paints are to be provided to ensure comp atibility of coatings system for various substrates. Upon request, furnish information or characteristics of fi nish materials to be used.

D. Requirements of Regulatory Agencies: Comply with applicable rules and regulations of governing agen cies for air quality control.

1. Comply with current applicable regulations of th e local air quality district, California Air Resources Board (CARB) and the Environmental Protection Agency (EPA).

2. Regulatory changes may affect the formulation, a vailability, or use of specified coatings. Confirm availability of coatings to be used prior to start of painting.

1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING

A. General: Comply with Division 01.

B. Deliver materials to job site in original, new a nd unopened packages and containers bearing manufac turer's name, batch number, color, and directions.

C. Store materials in tightly covered containers. Maintain containers in a clean condition, free of foreign materi- als and residue.

D. Keep storage area neat and orderly. Remove oily rags and waste daily. Ensure that workers and wor k areas are adequately protected from fire hazards an d health hazards resulting from handling, mixing and application of paints.

1.05 JOB CONDITIONS

A. Apply water-base paints when temperature of surf aces to be painted and surrounding air temperatures are between 50-deg. F. and 90-deg. F., unless otherwise permitted by paint manufacturer's printed instruct ions.

B. Apply solvent-thinned paints only when temperatu re of surfaces to be painted and surrounding air temperatures are between 45-deg. F. and 90-deg. F., unless otherwise permitted by paint manufacturer's printed instructions.

C. Do not apply paint in rain, fog or mist, when re lative humidity exceeds 85-percent, or when tempera ture is less than 5-deg. F. above dew point, or to damp or wet surfaces, unless otherwise permitted by paint manufacturer's printed instructions.

PART 2 - PRODUCTS

2.01 APPROVED MANUFACTURERS

A. Benjamin Moore, Dunn Edwards, Kelly Moore, Sherwin Williams, Vista or approved equal.

B. Benjamin Moore brand paints are utilized as the basis of the specification in the paint schedule but this is not intended to limit selection of products of other manufacturers. Equivalent best-quality grade product s of other approved manufacturer’s may be submitted subject to the approval of the Architect.

2.02 MATERIALS

A. Material Compatibility: Provide block fillers, p rimers, finish coat materials, and related materials that are compatible with one another and the substrates indicated under conditions of service and application.

B. Material Quality: Provide best quality grade of coatings as regularly manufactured by acceptable paint materials manufacturers. Materials not displaying manufacturer's identification as a standard, best-g rade Old Steamers Building – Exterior Repairs PAINTING
Sacramento, CA 09 91 00 - 3
product will not be acceptable. Each product within any one paint system shall be from the same manufacturer.

2.03 COLORS AND SHEENS

A. Colors shall match color chips or color designat ions furnished by the Architect.

B. Paint sheens shall match existing and be approve d by the Architect prior to application.

PART 3 - EXECUTION

3.01 EXAMINATION

A. Examine substrates and conditions under which pa inting is to be applied. Surfaces receiving paint shall be thoroughly dry before paint is applied.

1. Provide barrier coats over incompatible primers or remove and re-prime as required. Notify Architect prior to applying barrier coats.

2. Clean surfaces before applying paint or surface treatments. Remove oil and grease prior to mechanical cleaning.

3. Start of painting will be construed as the appli cator's acceptance of surfaces and conditions within a particular area.

3.02 PROTECTION

A. Protection: Protect work of other Sections agai nst damage by painting and finishing work. Correct damage by cleaning, repairing or replacing, and repainting, as acceptable to Architect.

1. Provide "Wet Paint" signs as required to protect newly painted finishes. Remove temporary protec- tive wrappings provided by others for protection of their work, after completion of painting opera- tions.

2. Remove or protect hardware, hardware accessories , machined surfaces, plates, lighting fixtures, and similar items in place and not to be finish-painted, or provide surface-applied protection prior t o surface preparation and painting. Following completion of painting, reinstall removed items.

3. At completion of work of other Sections, touch-u p and restore damaged or defaced painted surfaces.

3.03 SURFACE PREPARATION

A. Wood: Clean surfaces of dirt, oil, and other fo reign substances with scrapers, mineral spirits, and sandpaper, as required. Sand surfaces exposed to view smooth and dust off.

1. Scrape and clean small, dry, seasoned knots, and apply a thin coat of white shellac or other recommended knot sealer before applying primer. After priming, fill holes and imperfections in finish surfaces with putty or plastic wood filler. Sand smooth when dry.

2. Prime, stain, or seal wood to be painted immedia tely upon delivery. Prime edges, ends, faces, undersides, and backsides of wood, including cabinets, counters, cases, and paneling.

3. Back-prime exterior wood siding prior to install ation. Coordinate with the work of Section 06 40 13.

4. Seal tops, bottoms, and cutouts of unprimed wood doors with a coat of primer immediately upon delivery.

B. Ferrous Metal: Clean ungalvanized ferrous metal surfaces that have not been shop-coated; remove oil, grease, dirt, loose mill scale, and other foreign substances. Use solvent or mechanical cleaning methods that comply with recommendations of The Society for Protective Coatings (SSPC).

1. Blast surfaces clean as recommended by the paint system manufacturer and according to requirements of SSPC specification SSPC-SP 10.

Old Steamers Building – Exterior Repairs PAINTING
Sacramento, CA 09 91 00 - 4

2. Treat bare and sandblasted or pickled clean meta l with a metal treatment wash coat before priming.

3. Sand shop-applied prime coats to a smooth surfac e, ready to receive specified primer and finish coats.

D. Galvanized Metals: Clean with non-petroleum-base d solvents so that the surface is free of oil and surface contaminants. Remove pretreatment from galvanized sheet metal fabricated from coil stock by mechanica l methods.

E. Existing Surfaces to be Repainted: Thoroughly cl ean and de-gloss surfaces to be repainted by sandin g or other means prior to painting. Patched and bare ar eas shall be shop-primed with same alkyd primer as specified for new work.

3.04 MATERIALS PREPARATION

A. Mix and prepare painting materials in accordance with manufacturer's directions.

B. Maintain containers used in mixing and applicati on of paint in a clean condition, free of foreign m aterials and residue.

C. Stir materials before application to produce a m ixture of uniform density, and stir as required during application. Do not stir surface film into material. Remove film and strain material before using.

D. Use thinners approved by paint manufacturer and only within recommended limits.

E. Tinting: Tint each undercoat a lighter shade to facilitate identification of each coat where multiple coats of the same material are applied. Tint undercoats to match the color of the finish coat, but provide sufficient differences in shade of undercoats to distinguish each separate coat.

3.05 APPLICATION

A. General: Apply paint in accordance with manufac turer's directions. Use applicators and techniques best suited for substrate and type of material being applied.

1. Provide finish coats compatible with prime coats .

2. The number of coats required is the same regardl ess of the application method. Do not apply following coats until the previous coat has cured as recommended by the manufacturer. Sand between applications where required to produce a sm ooth even surface.

3. Apply additional coats when undercoats, stains o r other conditions show through final coat, until paint film is of uniform finish, color and appearan ce. Edges, corners, crevices, welds, and exposed fasteners shall receive a dry film thickness equivalent to that of flat surfaces.

4. Omit primer on metal surfaces that have been sho p-primed and touch-up painted, unless otherwise indicated.

B. Scheduling Painting: Apply first-coat material t o surfaces that have been cleaned, pretreated or ot herwise prepared for painting as soon as practicable after preparation.

1. Allow sufficient time between successive coating s to permit proper drying.

C. Application Procedures: Apply paints and coating s by brush, roller, spray, or other applicators according to manufacturer's instructions.

1. Brushes: Use brushes best suited for the materi al applied.

2. Rollers: Use rollers of carpet, velvet back, or high-pile sheep's wool as recommended by the manufacturer for the material and texture required.

3. Spray Equipment: Use airless spray equipment wit h orifice size as recommended by the manufacturer for the material and texture required.

D. Minimum Coating Thickness: Apply materials at no t less than manufacturer's recommended spreading ra te.

Old Steamers Building – Exterior Repairs PAINTING
Sacramento, CA 09 91 00 - 5
E. Mechanical and Electrical Work: Painting mechani cal and electrical work is limited to items exposed to view in the completed work. Finish to match adjoining surfaces.

F. Prime Coats: Before applying finish coats, apply a prime coat. Re-coat primed and sealed surfaces where there is evidence of suction spots or unsealed area s to assure a finish coat with no burn-through or other defects.

G. Pigmented (Opaque) Finishes: Completely cover to provide an opaque, smooth surface of uniform finis h, color, appearance and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropine ss and other surface imperfections will not be acceptable.

H. Completed Work: Match approved samples for color , texture and coverage. Remove, refinish or repain t work not in compliance with specified requirements.

3.06 CLEANING

A. Clean-Up: During progress of work, remove disca rded paint materials, rubbish, cans and rags at end of each work day.

B. Upon completion of painting work, clean window g lass and other paint-spattered surfaces. Remove spattered paint by washing and scraping; do not scratch or damage finished surfaces.

3.07 EXTERIOR PAINT SCHEDULE

BENJAMIN MOORE MPI CATE GORY
A. Fe rrous Metal, 100% Acrylic Semigloss

First Coat / Primer Acrylic Metal Primer V110
Sec ond Coat
Ultra Spec Acrylic Enamel DTM HP29 141
Third Coat
Ultra Spec Acrylic Enamel DTM HP29 141
B. Galvanized and Zinc Alloy Metal, 100% Acrylic Semigloss

Pretreatment Etch
First Coat / Primer Ultra Spec Acrylic E namel DT M HP29 Second Coat Ultra Spec Acrylic E namel DT M HP29 141 Third Coa t 141
C. Wood and Cement Fiber Siding and Trim , 100% Acrylic Satin Finish

First Coat / Primer Fresh Start Acrylic Primer 046 6
Second Coat Ultra Spec Ext Enamel N488 141
Third Coa t Ultra Spec Ext Enamel N488 141

3.08 WASTE MANAGEMENT

A. Set aside extra paint for future color matches, or reuse by Owner. Habitat for Humanity, etc. Where paint recycling is available, collect all waste paint by type and provide for delivery to recycling or collection facility.

B. Close and seal tightly all partly used paint an d finish containers and store protected in well-ventilated fire- safe area at moderate temperatures.

C. Place empty containers of solvent based paints in areas designated for hazardous materials.

D. Do not dispose of paints or solvents by pouring on the ground. Place in designated containers for proper disposal.

END OF SECTION

Sacramento City CouncilJuly 23, 2024

Sacramento City Council
July 23, 2024